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605 Timber Bridge Ln single family dwelling permit CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 SINGLE FAMILY DWELLING NEW MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 17-SFR-3269 Job Type: SINGLE FAMILY RESIDENCE Description: NEW SINGLE FAMILY RESIDENCE Estimated Value: $386,405.00 Issue Date: 3/14/2017 Expiration Date: 9/10/2017 PROPERTY ADDRESS: Address: 605 TIMBER BRIDGE LN RE Number: None GENERAL CONTRACTOR INFORMATION: Name: TOLL BROS.,INC Steven Russell Marten,CGC 1510225 Address: 250 GIBRALTAR RD STEVEN R MERTEN Phone: - - PERMIT INFORMATION: FEES: ENG REV RESIDENTIAL BLD $100.00 PLAN CHECK FEES $669.61 UTIL REV RESIDENTIAL BLDG $50.00 BUILDING PERMIT FEE $1,339.22 STATE DBPR SURCHARGE $20.09 STATE DCA SURCHARGE $20.09 BD PLAN REV. 2ND $50.00 VED ONLY IN ACCORDANC WITH ALL CITY OF ATLANTIC REACH ORDINANCES AND THE FLORIDA CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 SEWER SDC-SYSTEM DEV $4,050.00 CHG WATER CONNECT/TAP & $185.00 METER WATER CROSS CONNECTION $50.00 WATER SDC-SYSTEM DEV $1,140.00 CHG WATER CONNECT/TAP & $185.00 METER Total Payments: $7,859.01 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDHVC CODES. ?ssav City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road - Atlantic Beach, Florida 32233-5445 Phone(904)247-5828 - Fax(904)247-5845 E-mail: building-dept@wab.us Date routed: Z �� Cityweb-site: hltp:A/ .coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: G OE I IM F(2 E R liWUT Department review re uired Yes No Applicant: -TOL-L, �� R QS Zoningt^��,,::-- nts ra orProject: I'�.�,1� � �l rL� Anal l �-/ totyes 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: pproved. ❑Denied. (Circle one.) Comments: BUILD P 8&ZONING Reviewed by: Date: S TREE ADMIN. Second Review: []Approved as revised. ❑Denie PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: - Reviewed by: Date: Revised 05/14/09 RECEIVED ITY OF ATLANTIC BEACH J� d 800 Seminole Road f Fra 28 20 Atlantic Beach, Florida 32233 Telephone(904)247-5800 FAX(904)247-5845 C,BuMVDembMt OFFICE COPY .R7�,tlMi7iWOKPA O.SEET Date: Ia7 I, Received by: Resubmitted: Permit Number: 1 5 FE.— 3a_b_5_____ ,t p 1 Original Plans Examiner: _ Project Name: IQt�_ }' k k4ch l 11" CiLL6 Project Address: (10 -nlYlQ_fn Contractor:TDl 1 _2?TCerg Inn, Contact ld e: 11 Contact Phot °f5 43 Con - wall tam Revision Ian Check •rmit Fee(s)Due: i/- SO Description of Proposed Revision to Existing Neu3 �GRLCS { +o in[�ri Mahun S WQ�_ iN YYI ISSIYYd -f1'lJYV1 OvtlJinalS. Additional Increase in Building Value: $ $� Additional S.F. Site Plan Revised: I'' ' Public W/U Approval: By signing below. I(p.imname) �hu.t___ _ affirm thatthe above revision -------- V ___._— is inclusive oft he�used changes. --&10 } __ Signature of Contractor/A ent(Cwt un rout sign it rncrcme in valuation) Date - Datta uu rndy Dam: 3/610 _.....__ AVMoved:� Rajectcd: _- Nmi(alb, Plan Review Comments: lOtn° Of S sl . M 9-� /'rt Y./ni 7 Poo�epl� C�m /J�.s7i __ De artment review required Yes No 8wlding Planning B Zonis _ Tree Administrator __ P uExaminer Public Works _ _ _ Public Utilities _Public Safety Fire Services Date ?1City of Atlantic Beach APPLICATION NUMBER j' Building Department (To be assigned by the Building Department.) '^ _n 800 Seminole Road c Atlantic Beach, Florida 32233-5445 I ' cJ Phone(904)247-5828 Fax(904)247-5845 E-mail: building-dept@wab.us Date routed: Z ICo Cityweb-site: http:1Avww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: G w U R LiIaF Department review required TYesNo Applicant: ( Ot_k, 13 R0-S Zoning^ ��^. ms ra orProject: IvV I ( ��. ('- AMIL.Nietys Review fee $ :. Dept Sig' Other Agency Review or Permit Required Review of Permit Verified or ReceipB t Date Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: KApproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING 8 ZONING Reviewed byi-'_00� ��_ Date: TREE ADMIN. Second Review: A roved as revised. Q pp ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05114/09 City of Atlantic Beach _ APPLICATION NUMBER Y nr Building Department To he assigned by the Building Depa meniJ r 800 Seminole Road _ Atlantic Beach, Florida 32233-5445 9 j 83 J . Phone(904)247-5826 - Fax(904)247-5845 E-mail: building-dept@coebms Daie routed: z Co Cityweb-site: http:l/ v .coab.us APPLICATION REVIEW AND TRACKING FORM Lto Property Address: GQ5 ► IAn(3Ff� U R I�l Department review TuiredYes Applicant: -Tot_. _ (� Rtes g�. „� ra orProject' �d � lfrj tC AI..�/ y 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 rReviewing Department First Review: Approved. ❑Denied. circle one.) Comments: ,f`C 4 BUILDING ING &ZONING Reviewed by: Date:Z 23 / EE ADMIN. Second Review: ❑Approved as revised. ❑Den' . PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: - Reviewed by: Date: Revised 05/14109 Mfr City of Atlantic Beach APPLICATION NUMBER j' 800 Sem n Department - (To be assigned by the Building Department.) 8gg Seminole Road - j Atlantic Beach,Florida 32233-5445 F Phone(904)247-5828 Fax(994)247-5945 1 6 201? , _ S � d;i 9fl E-mail: building-dept@coab.us Date routed: Z CC Cityweb-site: hftp:/Av .coab.us APPLICATION REVIEW AND TRACKING FORM to Property Address: _ QS T tM FQ URI(�QFWSewices ent review re ufred Yes No --T-0L_(' Applicant: _ t Ot..lr �3 OS Zoning nis ra or Project: `-L (p ( (�� AMI Ly —�-� letyes Review fee $ 76 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: VV Approved. ❑Denied. (Circle one.) Comments: BUILDING / PLANNING&ZONING Reviewed by: it , Date: L Z 17 TREE MIN. Second Review: ❑Approved as revised. Denied. P 31VORKS Comma ts: UBY l(T UTIF� PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/1409 CITY OF ATLANTIC BEACH f PUBLIC UTILITIES 1200 Sandpiper Lane Fk rJR ATLANTIC BEACH,FL 32233 (904)270-2535 or(904)247-5874 NEW WATER/SEWER TAPRREQUEST 6905- Date: 2-/Co-/7 Project Address: 69O /1m3c7L �o6 w No. of Units:_L Commercial_Residential Multi-Family New Water Tap(s)&Meter(s) Meter Size(s) 3, New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter Size 3�y New Connection to City Sewer t/ Name: Applicant Address: City: State: Zip Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# LZ SSR- 3z , Water System Development Charge $ Sewer System Development Charge $ U 06 Water Meter Only $ ! 60 Reclaim Meter Only $ /RS 6d Water Meter Tap $ Sewer Tap $ (notes) Cross Connection $ M. W Other $ TOTAL APPROVED: Kavle Moore.PE - 1��,�,� (Deputy PWDireGor orAW-h, zedSgna%re) ALL TAP REQUEST MUST BE APPROVED BY 177L7TLES DEPARTMENT BEFORE FEES CANBEASSESSED i i r UZ 3 � o ILO.W.Permit Attachment of for R.O.W.Permit# issued 2017 Atlantic Beach,FL 32233 Owner's Name: Toll FL VI,LP Property Address: 605 Timber Bridge Lane Atlantic Beach,FL 32233 Subdivision: Atlantic Beach Country Club Lot#/Block#: 165 R.E.#: 169505-2085 REVOCABLE ENCROACHMENTPERMT THIS REVOCABLE ENCROACHMENT 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 referred to as"CITY"and Toll FL VI LP of Atlantic Beach,Florida,hereinafter referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Right-of-Way/Easement permit numbers noted above(copies attached). This work is generally described as: Pavers in the Right of WAY for the driveway Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty(30)days notice by CITY to the USER,said notice to USER shall be given by certified mail,return receipt requested,to the following address: 160 Cape May Ave Ponte Vedm FL 32081 The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CrrY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, Operating,replacing,or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes,Land Development Code,and all other land use and code requirements of the CITY,including City Code Section 19-7 (h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials,but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." Page 1 of 2 The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach, Public Works Department, for said change. The USER shall,at the discretion of the CITY,be requested to submit as-built drawings showing the change within thirty(30)days after the day of completion. This permit shall inure to the benefit ot; and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requiremants of public rights-of-way and other public land. USER fitther agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this Permit and that all of said . bilities are hereby assumed by the USER. DATED andSIGNED 30 day of_ .Tl 2017. By: Steve M cion Sr.Vice President,Toll FL VI,LP. (to be signed in presence of the Notary) STATE OF FLORIDA COUNTY OF DUVAL On thisMt day of January . 2017,personally appeared before me, a Notary Public in and for said County and State, St Johne Florida the property owner of 605 Timber Bridge Lane, Atlantic Beach, Florida, known to me to be the person(s) described in and who executed the foregoing instrument;who acknowledged to me that he or she executed the same freely and voluntarily and for the uses an/ddppurposes therein mentioned. a x Notary Pu or said County and State "i "COM-- 4FFGn5e05 E%FIRES Septamb=r ia.2017 . CITY OF ATLANTIC BEACH,FLORIDA,aFmrmareoi.rvs��; municipal corporation: Approved: c � 8, P. E. For Pemdts where city sidewalk is impacted, City Manager approval required: Nelson Van Liere,City Manager Page 2 of 2 OFFICE COPY BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH ___—_ • 800 Seminole Road,Atlantic Beach,FL 32233 Office (904)247-5826 Fax(904)247-5845 17_ S1 R- 3z�9 Job Address:605 Timber_ Bridge Lane' Atlantic Beach FL 3223'+ Permit Number.• ' Legal Description Lot 165 Atlantic Beach C0111391 Club Unit 2 67-52-08-2S-29E Parcel Valuation ofWork$_356.405 ProposedWork heat qcoo Ft. Sqq.Ft ed/cooled 3 300 mon-heatedreooled 1.102 Class of Work(circle one): Naw Addition Alteration Repair Move Demolition pool/spa window/door Use of esisting/proposed structures)((circle one): Commercial Residential If an existing structure,is a fire spnnWer system insta0ed?(Circle one):: N/A Florida Product A proval#Sebe t�a�hed For multiple products use product approval form Describe in detail the type of work to be performed:New Residential Construction ProMM Owner Information Name:TOLL pL VI LIMITED PARTNERSHIP Address: 160 Ca x May Avenue City Ponte Ve, der State FLZip 32081 Phone 904 217-0739 E-Mail or Fax#(Optional)arogers aQtol(brothers.com Contractor Information: CONTRACTOR EMAD,ADDRESS: arocers aa)tollbrothers com Company Name:Toll Bros-inc.Qualifying Agent: Steven R Menten Address: 160 Cane Mav Avenue City Ponta Vedm State FL Zip 32 81 Office Phare 904 217-0739 Job Site/Contact Number 904 386-6472 Fax# State Certification/Registation#Cikyr Architect Name&Phone# To II h .1 1510225 hvl M V1 . 314 'A —M{41 Engineer's Name&Phone#1.01A PonttitOh RSCYY4 • . UhU rIj _M^� Fee Simple Tide Holder Name and Address NIA Bomding ComQany Name and Address_N IA Mortgage Lder Name and Address Application Is hereby made to obtain apormato do the work and barmllalfou u indicated Iarnothat nowarkorba ellationhae commencedprlorto the isruance of a permit and that all work will beperformed to meet the standards ofull laws reltulah, couhvetian!n eM1u jmisd'ctian This permit becomes null and void lfwark k net commenced within srs(6)momly,or 1J'eauavcdaa orwark k susppeead.G or abandoned jor a period ofsiz/6)morahs Harry 1Nu altar work u commenced !undernand that separate;;rain must be secured jar Efecklcaf Work,Plumbing,S/grls, Wdk,Pco, Furnaces,Boilers, eaters,ranks andAir Canddaners,de - WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUk NOTICE OF COMMENCEMENT. I he by certify that I have read and examined ap lkotion aha know the acme a be ave andcorrect Al!➢rovkions oflaws and ordinances governing !h&type ojwork ori!!be complied with whet ecdPud herein or not The grantingg ofa permit does not presume to give authority t iolak or cance!!he Pravuforu ofw,mherfederal,state,or 1. rsgulming coumacdon or the pegmalmxe ofcoutruction. Signature of Owner Signature of Contractor Print.Name Steven M�an Division Sr Vice President Print Name Steven Morten,Division Sr Vice President Befo me Before me this Dav of J 2017 this 12 Day Jan 2017 Notary PublicNotary Revised 0126.10 7-7 1-11 4 _ IlYC MtAI5510N iFF0 sus j 11V(,CM AIS ,NN FlOSS.10S f EXPIRES Sxple lbe 18.2019 EVRE S Stptemb 10.201] � fY3 1-1 daN Diary OFFICE COPY R.O.W.Permit Attachment of � �• for R.O.W.Permit# issued 2017 Atlantic Beach,FL 32233 Owner's Name: Toll FL VI,LP Property Address: 605 Timber Bridge Lane Atlantic Beach,FL 32233 Subdivision: Atlantic Beach Country Club Lot#/Block#: 165 RE.4: 169505-2085 REVOCABLE ENCROACHMENT PERMrr THIS REVOCABLE ENCROACHMENT 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 referred to as"CITY"and Toll FL VI.LP of Atlantic Beach,Florida,hereinafter referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Rightof-Way/Easement permit numbers noted above(copies attached). This work is generally described as: Pavers in the Right of Way for the driyewav Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty(30) days notice by CITY to the USER,said notice to USER shall be given by certified mail,return receipt requested,to the following address: 160 Cape May Ave.Ponte Media,FL 32081. The depositing of said notice of cancellation is the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USEWs proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CITY, the USER shall replace at the USEWs sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating,replacing,or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes,Land Development Code,and all other land use and code requirements of the CITY,including City Code Section 19-7 (h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials,but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." Page I of 2 OFFICE COPY The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach, Public Works Department for said change. The USER shall,at the discretion of the CITY,be requested to submit as-built drawings showing the change within thirty(30)days after the day of completion. This permit shall inure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of public rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said li ilities are hereby assumed by the USER. DATED and SIGNED 30 day of .rl�l4 ,2017. _ By: Steve Me sion Sr.Vice President,Toll FL VI,LP. (to be signed in presence of the Notary) STATE OF FLORIDA COUNTY OF DUVAL On this W! day of January . 2017,personally appeared before me, a Notary Public in and for said County and State, St, Johns. Florida — the property owner of 605 Timber Bridge Lane, Atlantic Beach,Florida,known to me to be the person(s) described in and who executed the foregoing instrument;who acknowledged to me that he or she executed the same freely and voluntarily and for the uses and purposes therein mentioned. MELISSA COM "ss'o tlLt PfA�P� Notary PLL Or said County and State ( e �E EXPIRES S.SION .Fl 0.6005 EXPIRES Sxplembar 18 2017 ' "iw-a'5y Flodtl9N019ry"•arv�4mm CITY OF ATLANTIC BEACH,FLORIDA,a municipal corporation: Approved: Doug Layton,Public Works Director For Permits where city sidewalk is impacted, City Manager approval required: Nelson Van Liam City Manager Page 2 of 2 OFFICE COPY DO NOT WRITE BELOW- OFFICE USE ONLY p e o es: _eyiew Result (circle onel• pproved Disapproved Approved'w/ Conditions Aprov I ' Review initials/Date: tr Development Size i Habitable Space 3 :Rao'r Non-Habitable Impervious area Miscellaneous Information Occupancy Group R- •3 Type of Constructiony 5� Number of Stories ?- Zoning Zoning District AID 4 Max. Occupancy Load Fire Sprinklers Required— 'loodZone X "onditions/Comments: i' F0FOFFICE COPY R405-2014 RIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTIONCONSTRUCTION Department of Business and Professional Regulation - Residential Performance Method Project Name: Sen Tropez 3300 Left S Builder Name: Toll Brothers Street 605 Timber Bridge Ln.(Lot 165 AB) Permit Once: Atlantic Beach City,State,Zip: Merge Beach ,FL, Permit Number Owner: Toll Brothers - Jurisdiction: 261308 Design Location: FL,Jacksonville County:: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plana) 9. Wall Types(3602.0 soft.) Insulation Area 2. Bingle(amity ormuftiple family Single-family e.Frame-Wood, Exterior 8=19.0 3307.00 fP b.Frame-Wood,Adjacent R-13.0 295.00 f? 3. Number of units,If multiple family 1 c N/A R= ft' 4. Number of Bedrooms 4 d.N/A R= tP S. Is this a worst case? No 10.Ceiling Types (2088.0 sql Insulation Area a.Under Attic(Vented) R=38.0 1741.00 ft' 6. Conditioned floor area above grade Ira) 3300 b.Under Attic(Vented) 8=19.0 347.00ft Conditioned floor area below gradeIll 0 0 N/A R= fP 7. lMntlows(408.6 agfl.) Description Are. 11.Duals R W a.Sup:Attic,Ret:Attic,AH:2nd Floor 6 375.2 a. U-Fecbr: Obi,U=0.33 408.56 R b.Sup: Attic,Ret:Attic,AN:2nd Floor 6 137.6 SHGC: SHGC=0.30 I to U-Factor. WA ft- 12.Cooling systems kBtu/hr Efttolency SHGC; a.Central Unit 30.0 SEER:14.00 c. U-Factor NIA ft' b.Central Unit - 18.0 SEER14.00 SHGC: 13.Heating systems kStu/hr Efficiency d. U-Factor. N/A ft' a.Electric Heat Pump 30.0 HSPF:8.20 SHGC: b.Electric Heat Pump 18.0 HSPF:8.20 Area Weighted Average Overhang Depth: 3.913 ft. Area Weighted Average SHGC 0.300 14.Hol water systems 8. Floc.Types (3300.0 soft.) Insulation Area a.Natural Gas Tankless Cap:1 gallons a.Slab-On-Grade Edge insulation R=0.0 2088.00 ft- b. EF:0.800 Conservation features b.Floor Over Other Space R=0.0 823.00 fl' - , None c.other(see details) R= 389.00 ft' 15.Credits Patel Glass/Floor Area: 0.124 Total Proposed Modified Loads: 70.96 PASS Total Baseline Loads: 80.62 I hereby cer ify that the plans and specifications covered by Review of the plans and - y V E STgT this calculaflon are in compliance with the Florida Energy specifications covered Py.ihls Code. ! _ ralculadon Indicates oornpllance PREPARED BY; _ with the Florida Energy Code, t• mrr:, „ T ; �� ''p DATE:' Ifo '� --'�`� Before cgnstructibn is pompleted r� (his hulloing will he Inspected for r1 a compliance With-Section 653.9pt1 I hereby certify that this building,as designed,la In compliance Florida Statutes Se with'the FlRflda EnergYQod ,n,, lI'C,OD{y[,Kti<�y OWNERlQGEN : f�.r��VI� DATE: D,.1�2�� " PATE:ING OFFICIAL„ - 17 - 9e111Pllal7ce requires pertlgcation by the air handler unit manufacturer that the alt.handler pnclpsure qualltias as certified factory-seated In accordance with R4gd•2,2.�. - - .. •Compliance requires an Air Barrier and Insplatlgn Inspection Checklist In acgordanoe with 8402.4.1.1 end an envelope leakage tgst report In accordance Wlth R402.4.1.2. i 12123120169.09 ABT EnemyGaug.0 USA-FlaRes2014 Section R405.4.1 Compliant Software Page i of I I FORM R405-2014 PROJECT fBullding San Tropez 3300 Left S Bedrooms: 4 Address Type: Street Address Type: User Condl6oned Area: 3300 Lot Toll Brothers Total Stones: 2 BlaldSubDivision: s: 1 Worst Case: No plet8ock:ame: Toll Brothers RotaleAngle: 0 Street: 605 Timber Bridge Ln.ffice: Atlantic Beach Cress Ventilation: NO County: Duval Judoult.Uon: 261300 Whole House Fan: No City,State,Zip: Atlantic Beach Family Type: Single-family FL, New lsting: New(From Pians) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp v Design Location TMY Site Zone 97,5% 2.5% Wnler Summer Degree Daya Moisture Range I __ FL,Jacksonville FL_JACKSONVILLE_INT 2 32 83 70 75 1281 q9 Medium i i iBLOCKS Number Name Area Volume 1 Blockt 2088 20880 2 Block2 1212 10908 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infill ID Finished Cooled Heated 1 Main 2008 20880 Yes 2 1 i Vea Yes Yes 2 2nd Floor 1212 10908 No 3 3 1 Yes Yes Yes FLOORS # mo Floor Type 'Space Perimeter Penter R-Value Area Jolat R-Value Tile Wood Carpet /' 1 Slab-On-Grade Edge Insulado Main 182.6 fl 0 2088 ft- _ a 0 1 2 Floor over Garage 2nd Floor _- 389 f. 19 0 0 1 3 Floor Dver Other Spew 2nd Floor __ -_ B23 R' -0 0 .0 ROOF Roof Cable Roof SQbV SA Emig Eml{I peckl. Pilch Y # TYpe Materials Area Area Color Aide Tas{ o @ E4s1lld Back (deg) —3L 1 Hip pomposition shingles , 2770(0 0 Q' Medlpm 0,6 N 4.9 N,o, 0 g6.6 I ATTIC _. .. _ ... . . Y 0 Type Venglallop pent Ratio(1 N) Area Bps IqC 1 Full Old Vepled 3aQ 9477 fl N � I F . . : a 1223/20169:08 AM EnergyGauge®USA-FlaRes2014 Section 11405.44 Compliant Software Page 2 of 6 FORM R406-2014 CEILING Is Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type f 1 Under Attic(Vented) Main 38 Blown 694 fl' 0.11 Woad 2 Under AHio(Vs.ted) 2nd Floor 38 Blown 10476' 0.11 Woad 3 Under Attic(Vented) Main 19 Blown 182W 0.11 Wood 4 Under Attic(Vented) 2nd Floor 19 Blown 165#' 0.11 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below _#-Omt Ta_Well-Typa B.Vaiue-Ft. F_tJn_Ama a-value--F�actio"bsor. 3rade%- , 1 5 Exterior Frame-Wood 2nd Floor 19 35 4 9 0 318.0 ft' 0 0.23 0.6 0 2 S Exterior Frame-Woad Main 19 25 6 10 0 255.0 ft' 0 0.23 0.6 0 3 E Exterior Frame-Wood 2nd Fluor 19 47 0 9 0 423.0 ft' 0 0.23 0.6 0 -y_4 E Exterior Frame-Woad Main 19 51 0 10 0 510.0 fl' 0 0.23 0.6 0 5 N Exterior Frame-Wood 2nd Floor 19 35 4 9 0 318.0 IF 0 0.23 0.6 0 6 N Exterior Frame-Wood Mal. 19 55 0 10 0 550.0 IF 0 0.23 0.6 0 7 W Exterior From.-Wood 2nd Floor 19 47 0 9 0 423.0 ft' 0 0.23 0.6 0 �/ 0 W Exterior Frame-Wood Main 19 51 0 10 D 510.0 IF 0 023 0.8 0 9 S Garage Frame-Wood Main 13 29 6 10 0 295.0 ft' 0 0.23, 0.01 0 DOORS # Omt Door Type Space Storms U-Value Wldth Height Area Ft In Ft In 1 S Insulated Main None .4 3 6 f 24 ft' 2 S Wood Main None .4 2 8 8 21.3 IF WINDOWS Orientation shown Is the entered,Proposed orientation. / Well Overhang _ V # Dint ID From. Panes NFRC LLFaotor SHGC Area Depth Separation Int Shade Screening it 1 N 6 Vinyl Low-E Double Yes 0.33 0.3 96.0 ft' 10 It 41n tft01n None Interiors 1 2 S 2 Vinyl Low-E Double Yes 0.33 0.3 6.0 ft- 61t 41n i It 0I None Interior 5 3 S 2 Vinyl Low-E Double Yes 0.33 0.3 20.61 1ft41n 1ft0 in None Intenor5 4 S 2 Vinyl Low-E Double Yes 0.33 0.3 8.0 ft' 6 It 4 In 1 it 0 in Nana..... Interior 5 V 5 N 5 Vinyl Low-E Double Yes 0.33 0.3 60.0 fl' 1 It 41n 1 It 0I DrepesbInds Interlor 6 6 N 5 Vinyl Low-E Dou61e,. Yes- 0.39 0.3 3,q IV, 1llq in Ip01n, None Intetlgr5 1 7 N 6 Vinyl Law-E Double Yes q 33 0.3 00.0 4' 1 A 4 In 1 R 6 In None Intoner 5 8 E 4 Vinyl Low-E Double yds 033 0.3 75,q fl' 1 fl 410 19 p Ip Nana Irt ell4f 6 9 W 6 Vinyl I I Double Yes p.37 q3 2t-Q ft' 16 A In 111 O III Prepq"lingq InteQgr 5 1q $ 1 Vinyl LpW-E gpuble Yea 3,33 q.3 3qQ IN, 1ft4III Itln prepeMlllNda In{pllor 6. 11 8 1 Vinyl Low-E Double Yde O.r3Q B.3 30.9 ft', 4t iRAI1Nage IDte4pf6 12/23/20169:09 AM EnwgyGauq.0 USA-PI.Res2014 Section R405.4.1 Compliant Software Page 3 of FORM R405-2014 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 649 fP 649 ft' 64 It 9 ft 1 INFILTRATION # Scope Method SIA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000306 2649 145.43 273.5 .2901 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 30 kBlWhr 1 118#1 2 EleWic Heat Pump None HSPF:8.2 18 kBt.1hr 2 sys02 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts I Central Unit Split SEER:14 30 kBlu/hr 800 cfm 0.7 1 sys#1 V 2 Central Unit None SEER:14 10 kBtu/hr 540 clm 0.7 2 sys02 HOT WATER SYSTEM # System Type SubType Location EF Cap Use Selpnt Conservation_____ 1 Natural Gas Tankless Exterior 0.8 1 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS —Supply— —Return— Air CFM 25 CFM25 - HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool v i Aftic 6 375.2 ft Attic 168.81t Default Leakage 2nd Floor (Default) (Default) 1 1 - 2 Aftic 6 107.6ft Attic 84.4 112 Default Leakage 2nd Floor (D9fault) (Deleulq 2 2 12/2320169:09 AM EnengyGauge9 USA-FlaRss2014 Section R405.4.1 Compliant Software Page 4 of - FORM R405-2014 TEMPERATURES CoohnProgramebllDe�Thennostelr�t17FolY rDD1 r( I Caling Fens: I[ ]] rD�71 I1 71 Ir r1 I (D(77 rr 17 Veabng t Jan I fFeb IX]Mar (Xj APr [ May Ixl Jun [ ]Jul rJAug [ SeP (X]OM (%]Nw [x]D c Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 71 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 00 80 80 PM 80 80 78 78 78 78 78 78 78 78 70 78 Cooling(WEH) AM 7878 78 7' 78 78 7B 7B 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 76 78 78 Heating(WD) AM 66 66 66 66 66 60 68 68 68 66 60 68 PM fib 68 68 60 58 60 fib 68 68 fib 66 66 Heating(WEH) AM 66 66 66 fib 66 08 88 68 68 BB 68 88 PM 68 68 60 68 68 68 68 68 68 60 68 66 I 1MM0169A9AM EnergyGauge®USA-FlaRea2014 Section R405.4.1 Compliant Software Page 5of5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 88 The lowerthe EnergyPerformance Index,the more efficient the home. 605 Timber Bridge Ln. (Lot 155 AB), Atlantic Beach , FL, 1. Newconstmetion orexisting New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple faintly Single-family a.Frame-Wood,Exterior R=19.0 3307.00ft- 3. Number of units,If multiple family 1 b.Frame-Wood,Adjacent R=13.0 295.00 ft' a N7A R= ft' 4. Number of Bedrooms 4 d.WA R= ft' S. Is this a worst case? No 10.Ceiling Types Insulation Area e.Under Aide(Vented) R=38.0 1741.00 IF 6. Conditioned floor area(H') 3300 b.Under Attic(Vented) R=19.0 347.00 ft 7. Windows" DesAN.U=0.3 18..6 c.N/A R= ft' a. U.FacSHGC r: 061,U=0.33 408.5fi ft' 71.DUGS R .2 SHGC: SHGC-0.30 a.Sup:Attic,Ret:Attic,AH:2nd Floor 6 375.2 b. UFacfor: WA b.Sup: Attic,Ret:AHic,AH:2nd Floor fi 137.6 H• SHGC: 12.Cooling systems ketu/hr Edelen c U Factor N/A cy H' a.Central Unit 30.0 SEER:14.00 SHGC b.Central Unit 18.0 SEER:14.00 d. U-Factor. N/A fP SHGC: 13.Heating systems l,Btu/hr Eficiancy Area Weighted Average Overhang Depth: 3.913 ft. a.Electric Heat Pump 30.0 HSPF:8.20 Area Weighted Average SHGC: 0.300 b.Electric Heat Pump 18.0 HSPF:8.20 8. Floor Types Insulation Area 14.Hot water systems a.Slab-On-Grade Edge Insulation R=0.0 2088.00 R` a.Natural Gas Cap:1 gallons b.Floor Over Other Space R-1.0 823.00 ft' EF:0.8 c.other(see details) R= 389.00 ft' In. Conservation features None 15.credits Palet I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) 1oF2xr.sTArc In this home before final Inspection. Otherwise, a new EPL Display Card will be completed r ,ems, based on installed Code w li eatures. `+ : `, �o Builder Signature: Date: 9_ 7 ' Address of New Home: N f I ` CGDJ ^ Y r C � CityffL Zip: 1ST+ 'Note: This is nota Building Energy Rating. If your Index Is below 70,your home may qualify,for energy of.hint mortgage(EEM)Incentives if you obtain a Florida EnergyGauge Rating. Contact the Energy6auge Flotl(negt(3211 Inform 92 or see the EnergyGauga website at energygauge.com fnr Information and a list of -,eR(fi@4 Inform about the Florida Building Coda Energy Conservation contact the Florida Buildl[ig CominlRelgq's tiHl?J2Rrt staff. !'Lapel_required by Section 8303.1.3 of the Elgrida Building Code Energy pgpsaN@ticn,if.ORt PEFgULT. j 12(%3/2016,9:N AM EnergyGauga®UJM-FlaRes?QI4 -Wilton R4e5q.1 p9m0lanl&aftiyare 1'a�a l gri l FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 605 Timber Bridge Ln.(Lot 165 AS) Permit Number: Atlantic Beach ,FL, MANDATORY REQUIREMENTS see individual code sections for full details. 401.3 Energy Performance Level(EPL)display card(Mandatory). The building OHlcial shall require that an energy performance level EPL) display card be..stated and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law (Section 553.9085,Florida Statues)requires the EPL display card to be Included as an addendum to each sales contract for both presold and nonpresold residential buildings.The EPL display 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. pl R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage In accordance w1h the requirements of Sections R402.1 through R402.4.4. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 lostallation. The components of the building thermal envelope as listed In Table R402.4.1.1 shall be installed In accordance with the manufacture's Instructions and the odons,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 verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour In Climate Zonas 1 and 2,and 3 air changes per hour in Climate Zones 3 through S.Testing shall be conducted with a blower door at a pressure of 0.2 Inches W.g.(50 pascals).Where required by the code official,testing shall be conducted by an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Ederiorwindows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or Other IrNtrallon control measures; 2.Dampers Including exhaust,Intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond Intended Infiltration control measures; 1 3.Interior doors,If installed at the time of the test,shall be open; 4.Exteriordoors far continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and 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 test,shall be fully open. R402.4.2 Fireplaces. New woodburning fireplaces shall have lighfiflping flue dampers and outdoor combustion air. R402.4.3 Fenestration air leakage.W ndows,skylights and sliding glass doors shall have an air Infiltration rate of no more then 0.3 cfm per square fool(1.5 L)shn2),and swinging doors no more than 0.5 cfm per square foot(2.8 Us/m2),when tested according to NFRO 400 or AAMA WDMAICSA 101II.S.2/A440 by an accredited,Independent laboratory and listed and labeled by the manufacturer. Exception; Sita-built windows,skylights and doors. R402.4.4 Recessed lighting. Recessed luminaires Installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 Us)when tested in accordance with ASTM E 283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the Interlorwall or calling covering. y+- R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for ach separate hoofing and cooling system. '/ren R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementaryeiechlo-resismnce heat shall have controls that except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load R403.2.2 Sealing(Mandatory)All ducts,air handlers,and filter boxes and building cavities that form the primary air containment ' passageways for air distribution systems shall be considered ducts and plenum chambers,shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provlslons of this code and shall be shown to meet duct lightness Ontario by post-cpgstrudlep or rough-in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater ceRllied In accordance with Section 553.99,Florida Statutes,or as authorized by Florida Statutes to be substantially leak free'by either of the fpllmowing:Post - 1. 1. when osted at test Total leakage shall be less than or equal to 4 crop(113 Unlit)per 100 square feet(0.211 T2t of pormillp0a Roar ar9a j when Posted etepreach re differential of 0.1 Inches wg (25 Pa)across the entire systerim,InGlrrflnQ ihe,{nepuf;qurs.1 ail•tlapflle{emdI-pus, All register boots shay be tepeQ or oNemwise sealed qudng the lest.' -1 1 2. R.ugh ld leek Total leakage shall be less than or equal too clm(113 Umin)per 100 squara f§@I(B 29 mel of condltipmed floor area wen fi at a pressure differential of 0.1 inches w.g (25Pq)aprossthe ayslem,lndutlmg jhp Rle ufed tsar h l� t?tJ {aped or otherwise sealed during the test.if the air handler Is not Installed at the time of the t¢;re Istel esus"We e0dasure Ali feglaters shell pe- (95 Umin)per 100 square feet(9.29 m2)pf cgnpitigpep floor area. - S I ..9 shall lee less Ulan or equal ig 3 cfm Excepllpm: - 1. The total lookage test is no{required f9p duds and al(hgndless located entirely within the bgildlgfl fmvolppe. 2... Duct testing Is not mandatory for buildings complying by Section R405 of this code.-. - - 1==0169:09AM EnergyCauge®USA-FlaRes2014 - - Section R4o5.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities(Mandatory).Building freming Cavities shall not be used as ducts or plenums. 11403.3 Mechanical system piping Insulation(Mandatory). Mechanical system piping capable of carrying golds above 105•F(41•C) or below 55•F(IVC)shall be Insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. R403.4.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic Cr readily accessible manual switch that can turn off the hot-water clrculagng pump when the system Is not in use. R403.4.3 Heat trap(Mandatory). Storage water feature not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the Inlets and outlets.External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3%inches(89 mm)in the hot water distribution line and Cold water line located as dose as possible to the storage tank. R403.4.4 Water heater off idencles(Mandatary). /„�( R403.4A.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Servica wafer heating systems shall be equipped with automatic temperature Controls capable of adjustment from the lowest to the highest a«eptable temperature settings for the intended use.The minimum temperature setting range shall be from 100•F to 140•F(38•C to 60°C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to penult the energy supplied to the main burners) of Combustion types of service water heating systems to be turned off. [� R403.4.4.2 Water heating equipment. Water heating equipment Installed In residential units shall meet the minimum efficiencies of Table C404.2In Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shag satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the Criteria Section R403.4.4.2.1. R403A.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy radar of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested In accordance with ISO Standard 9806,Test Methods far Solar Collectors, and SRCC Standard 7M-1,Solar Domestic Hot Water System and Component Test Protocol,Collectors in Installed solar water heating systems should meet the following cnida: 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. �j R403.5 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code,Residential or Florida Building Code,Mechanical,as applicable,4rwlth other approved means of ventilation. Outdoor air Intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6 Heating and cooling equipment(Mandatory). Thefollowing sections are mandatory for cooling and heating equipment. rP'( R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment batls Calculated In accordance with ACCA Manual J or otherapproved heating and cooling calculation methodologies,:�t.- -1 based on building loads for the directional orientation of the building.The manufacturer and modd number of the o6iap0{.d1l4 Indoor units(if split system)shall be submitted along with the sensible and total cooling=pacjties�@tthe tlasign Cdgtlllipnc described in Section R302.1,This cod.does not allow designer safety factors,pmvis(ogs t°I fu(ure oxpansloq or olgei%eclots j which spent equipment sizing.System sizing ialculallons shall n6l ioduria loads greetetl byllogal in such as standard kitchen and bathroom exhaust systems, > -nleruiil(ent mechanical yentll9tgn -- • R403.6.1.1 Cooling equipment capacity. Coaling only equipment shall be set9ded so iggt IIs iglal capacity is not Ipsp glen the celculatetl total paid,but pot more than 1,15 times greelgr than the total load galcpl§te4 accgrding io the Proceduresale4ed In, Section 403.6,or the closest available size provided by Me manufacturer's product g7e; The Cgrrgspontling(giant yepeyhy of the equipment shall not be less than the Calculated latent Ioptl:` I 12(23(20169:09 AM EnergyGauga®11SA-FlaRes2014 -Section R405.4.1 Cam Page 2 of FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.6.1.1 Cooling equipment capacity.(continued) The published value for AHRI total capacity is a nominal,rating-lest value and shall not h s used for equipment sizing.Manufacture's expanded performance data shall be used to select cooling-only equipment.This selection shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower entire provided by we expanded performance data, I the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shell be adjusted for return side gains If the return ducl(s)is Installed in an unconditioned space. Exceptions: 1. Attached single-and mut&family maiderbal equipment sizing may be selected so that Its cooling capacity Is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,In attached single-and multi-family units,the capacity of equipment may be sized In accordance with good design practice. R403.6.1.2 Healing equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shell not be more than 1.15 times greater than the deslgn cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric reslstance furnaces shall be sized within 4 kW of the design i requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment The rapacity of fossil fuel healing equipment with natural draft atmospheric burners shall not be less than the design load calculated In accordance with Section R403.6.1. y+ 11403.611.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an Intermittent basis,such as anticipated additional leads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods Is utilized. ❑ R403.7 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dweliing units shall comply with Sections 0403 and C404 of the Commercial Provisions In lieu of Section R403. ❑ R403.0 Snow melt system controls(Mandatory). Snow and ica-molding systems,supplied through energy service to the building,shall include automatic controls capable of shutting off the system when the pavement temperature is some 55'F,and no precipitation is falling and an automatic or manual control that will allow shore when the outdoor temperature is above 40°F. ❑ R403.9 Swimming pools,inground spas and portable spas(Mandatory). The energy requirements for reademial pools and Inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and In accordance with ANSI/APSP-15.The energy requirements for portable spas shall be In accordance with ANSI/APSP-14. Q R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that Is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1A Gas and oll4ired pool and spa heaters. All gas,and oil-fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after Aprll 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. 8403.9.1.2 Heat pump pool him ers. Heal pump pool heaters shall have a minimum COP of 4.0 when tested in accordance With AHRI 1160,Table 2,Standard Rating Contlltions-Low Air Temperature.A test report from an Independent laboratory Is,.: required to verity procedure compliance.Geothermal swuneong pool heat pumps are not required to meet this standard.. O R403.9.3 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps.Heaters pampa and motors that have built In i0nefs§hell be cleemi d Iw' compliance saw this equipment, - - Ezceptlana: • 11 Where public health standards require 24-hour pump operation.. 2. Where pumps are required to operate solar and wasteheal-reopyery pool heating system¢. Q. Where pumps are powered exclusively from on-site repewatele genergtian Q 1140].8.3 Govere. Heeled swimming pools and inground pefmarmely Instated spas shall be egulpped,with a yapor-mlaroapt covet on or at the water surface of a liquid cover or ethermeans proyen toreduce heat io,e, r,Xcaptlom Outdoor pools deriving over 70 percent of the energy fo)healing from site-m-PYared 0410MY,,ugh as a heat Pump pr 'Pill s soure0ergy scums computed aver an operaiing season. - P-R4t41 Llghting equipment(Manla,tory(. Aminbpum of 75 percent of the l4gi In Palmeri Installed lighting 6tt xWres, m, Mgh-alficepy lamps or a minimum 9f 75 parren(Pt permanently Installed lighting ti3Oil contain awry high afllcacy tamps. Exception, kovtyoltage Ilghting shall not be required to utilize MgireMgacy lamps. / R404.11i.igloi egplpment(Mandatory). Fuel gas lighting systema shall not have cOMlnupusly burning pilot fights fa R406. Performance ONLY. All ducts not entirely Inside the bullding thermal envelope shall be loadIate iq e.mflmuln of R-B.�. 11405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19.Where single assamby otthe exposed deck and beam type or . ... ... .concrete deck roofs do not have sufflcent space;R-i 0k,Alowetlr------ ----------- - 12/23/20169:09AM EnargyGeui USA-,RaRes2Ql 4 :Section R405A.1 Com - Page 3 of FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA - Project Name: San Tropez 3300 Leh S Builder Name: Tall Brothers Street: 605 Timber Bridge Ln.(Lot 165 AB) Permit Office: Atlantic Beach City,State,ZIP: Atlantic Beach ,FL, Permit Number. Owner: Tall Brothers Jurisdiction: 261300 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks orioints in the air barrier shall be sealed. Air-permeable insulation shall not be used as a sealing material. Celling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the Insulation and any gaps in the air barrier shall be sealed. / Access openings,drop down stairs or knee wall doors to unconditioned / attic spaces shall be sealed. Corners and headers shall be Insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulatlon 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 joists Rim joists are Insulated and include an air barrier. Floors (including above-garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfioor decking. The air barrier shall be Installed at any exposed edge of Insulation. Crawl space walls Where provided in lieu of Boor insulation,insulation shall be permanently / attached to the crawlspace wails. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with ovedapping 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 s aces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed Ilght fixtures installed in the building thermal envelope shall be air tight,IC rated,and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to flt around wiring and plumbing in exterior walls,or Insulation that on installatho readtty contorms,)o availabja - space shall,extend behind,piping and wlring, Shower/tub on exterlor wall.,,, Exterior walls adjeceht to showers and tubs shall be Insulated and the air barrier Installed separating them from theshnwers ami ttilis. ElecldcaVphone box on The air barrier.,hell he Installed behind electrical or comrnpnlc✓tijpn kaxeg or I' all. shall he Inajahed; HVAC register boots - HVAC register boots that penailed e bullding themal anvelotla sldall da sealed to the sub fioor or drywall. l Fireplace An au barrier shall be Installed on @eplace walla.Flfeptaces shall have gaskelad doors 12/2320169:0 AM EnergyGauge®USA-FleRes2014 Secticn R4054.1 Compllent Software Pagelo I l I I FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: San Tropez 3300 Left S Builder Name: Toll Brothers Street: 605 Timber Bridge Ln,(Lot 165 AB) Permit Office: Atlantic Beach City,Slate,Zip: Atlantic Beach ,FL, Per Design Location: FL,Jacksonmit Number. ville Jurisdiction:Num 281300 Cond.Floor Area:: 3300 sq.R. Cord.Volume: 31788 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n:—.---_— R: Single or MUltl Point Test Data CFM(50): HOUSE PRESSURE I FLOW: I ELA: EgLA: ACH: ACH(50): SLA: i R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage one of not exceeding 5 air changes per hour in Climate Zones 1 and 2,3 all changes per hour in Climate Zones 3 through 8.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Where required by the code official,testing shall be conducted by an approved third party.A written report of the resins of the teat shall be signed by the party conducting the lest and provided to the code official.Testing shall be performed at any Wne after creation of ell penetrations of the building thermal envelope. During testlng: 1.Ealenorwindows and doors,fireplace antl stove doom shall be closed,but not scaled,beyond the intended weatherstripping or other Migration control measures; 2.Dampers Including exhaust.Intake,makeup air,backdraft and Rue ampere shall be closed,but not sealed beyond Intended Infiltration control measures; 3.Inledordoors,If Installed at the time of the test,shall be open; - 4.Eeterlor doom for continuous ventilation systems and heat recovery vantllatore bhall be closed and sealed; 5.Healing and coaling systems,if installed It the time of the test,shall be turned oft;and 6.Supply and return registers,Vinstalled at the time of the test,shall be fully open. I hereby certify that the above envelope leakage Where required by the code official, Tttu Sp performance results demonstrate compliance testing shall be conducted by an ,y 04 = ATF with Florida Energy Code requirements In approved third party.A written �ccorda0ce with Section R402.4.1.2 report of the results of the test Shell Designed by the third party o FonducBng the test and ProYideg_tq SIGNATURE; the codg official, PRINTED NAME; ti'CA_WE.Knv�o DATE; BUILDING OFFICIAL gATg, 1223/20189:09 AM EnergyGaul USA-FlaRes2014 - Secthm R405.4.1 Complain Sofiwere Page i of 1 I 1►tCGbwaa Project Summary Job: rvvfuw4AF Data: a A (Rest of House) By: McGowan's Heating &Air Conditioning, Inc. 4850 Collins Roatl.IXenge Park,Fl 32073 Phone;8042760339 Fax:901Tr60389 Email.kim pan9owamac.opmwas:wxi.mryaxanso— Project Information For: Steve Menen,Toll Brothers, Inc. 160 Cape May Ave., Pome Vedra, FI 32081 Phone:(904)217-0739 Fax:(904)814-8173 Web:www.tollbrclhers.Corn Email: smerten@tollbrothersinncom Notes: San Tropez Design Information Jacksonville NAS, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 'F Outside db 99 °F Inside db 70 aF Inside db 75 °F Design TO 38 "F Design TO 24 'F Daily range M Relative humidity 50 % Moisture difference 61 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 21035 Bluh Structure 16681 Btuh Ducts 2471 Bluth Ducts 3189 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 23506 Btuh Use manufacturer's data y Rate/swingg multipplier 710 Infiltration Equipmen(sensibleload / 268711'Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2286 Btuh Ducts 552 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(0s) 2088 2088 E9uipment latent load 38� tuh Volume Ila) 20880 20880 ' Air changes/hour 0.26 0.13 F�d tuh Equiv.AVF(cfm) 91 46 Req.total capacity at 0.70 SHR 2.5 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NB0300000A0 Cond CH14NB0300000A0 AHRI ref 9162305 Coil FB4CNP030L AHRI ref 9162305 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 20020 Btuh Heating output 28600 Btuh@47'F Latent cooling 8580 Btuh Temperature rise 30 'F Total cooling 28600 Btuh Actual air flow 875 Cfm Actual air flow 875 cfm Air flow factor 0.037 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.88 Capacitybalance point=28"F Backup: input=9 kW, Output=29550 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft- .17-Fah-2310:4.SAa Comlwl Bonder or Kfighbofl 1)0.19 RSU1227G PBpa i �% ..IIBm ersl @nTrope 33ML LoH85AB.mp Calc-MJB F.@—.—: S WGowans Project Summary Job; Dine 2nd FI By: cwxvm,wre e. McGowan's Heating &Air Conditioning, Inc. 4115°Collins RoM,Wiil.Pelle,n 32o]a P.c.27e-0898 Fnc.218 o. E-11: com wab:xwx.mryrvvanaec.wm Project Information For: Steve Marten,Toll Brothers, Inc. 160 Cape May Ave Pont.V.dra, FI 32081 Phone:(904)217-0739 Fax: (904)814-8173 Web:.tollbroth.rs.com Email:smerten@tolibrothersinc.com Notes: San Tropez Design Information - ---- Weather. Jacksonville NAS, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 "F Outside db 99 °F Inside db 70 °F Inside db 75 °F Design TO 38 °F Design TO 24 °F Daily range M Relative humidity 50 Moisture difference 61 gr4b Heating Summary Sensible Cooling Equipment Load Sizing Structure 12529 Btuh Structure 9767 Btuh Ducts 1256 Btuh Duds 1650 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower e) 0 Btuh Piping 0 Btuh Equipment load 13785 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 12416 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2480 Btuh Duds 298 Btuh Central vent(0 dm) 0 Btuh Heating Cooling (none) Area gt) 1212 1212 Equipment latent load 3078 Btuh Wlume(W) 10908 10908 Air changes/hour 0.50 0.25 Equipment total load 15494 Btuh Equiv.AVE(cfm) 91 46 Req.total capacity at 0.70 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NB0180000A0 Cond CH14NB0180000AO AHRI ref 9162108 Coil FB4CNP018L AHRI ref 9162108 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 12460 Btuh Heating output 17600 Bluth @47-F Latent cooling 5340 Blum Temperature rise 31 F Total cooling 17800 Btuh Actual air flow 525 dm Actual air flow 525 dm Air Bow factor 0,038 dm/Btuh Air flow factor 0.046 dm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.80 Capacitybalance point=27°F Backup: Input=4 kW, Output= 12801 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrhtSOft2017-F"2318:45 i ' L8 !� fl C01W Buliderby Mghto 1t 01°RS012270 PBBe2 ACCA 1.11 Brdhx ow TmPez 3300 Left Wt 165 A5,NP Calc=MJB F-1 Dmr Mce¢: S First Floor BREAKFAST —2, 6x10 IDxO 0' 0. MASTER SUITE 6x9 4• .o o. xfi 0' mxfi 14 g 6x9 18x18 jFAMILY:rjOOM-� 4• f0' 6x10 ++f A�h�Nl� g 12• 12 10x10 1228 8x4 9• 10x10 T• 4- "Fan LAUORYaf 18x10 BxIP 14' OT 3-Fan 12x0 3'Fan B� p Ret 10x6 Rim Riser hath e' 'DINING ROO {7!I'S" 9a h x8 ... 4- 12 x 12 10' GARAGE � � FOYER I STAIRS 12x12 19x0 0' living Job#: McGowan's Heating & Air Condition... Scale: 1 : 109 Performed for. Page 1 S..Menet 4850 Collins Road Cement Builder by l4Mghtsoft 160 cape May Ave. Orange Park,F132073 17.0.19 RSU12270 Ponta veera,Fl 32081 Phone:904-276-0339 Fax:900.278-0366 2017-FeC2316:46:32 Phone:(904)21]-0]30 Fax:RI 814-8173 v .MBerothers.com snuareradnoumthenanc.wm w .mcgrAndnsac.rum koW@mogmansaG6om ...Tropez 3300 Left Lot 165 AB.mp 2ND FL 3"Fa 3y li 2® 6x4 4• netl 9 Aea z= 12 4x6 12 }inq's'.4. xlz g• x8 Rel g 10' 12x12 ]' Sup Riser 6• fall A� 10.6 81 la. RBlser Riser12- 12, 6' 10x AIC° 6 O 6, , 14' u. 12 0 1a• 181-418 B x 18 6x10 WIC 44' 14 a5„ T 3'Fan 10x8 12x12 e• e• 10x6 14" OPEN TO BELOW Job#: McGowan's Heating & Air Condition... Scale: 1 : 109 Performed for: Page 2 5levesnmep 4850 Collins Road Comfort Builder by Wtlghboft Ponle tap Cepa raay Orange Park,FI 32073 1].0.19 RSU12270 20 Pnone(6o4)2n-0739a6 FI32061 rax:004)e14d178 Pirelli 904-2]8-0339 Fax:904-278-8386 201]-Fetr2316:48:32 NA .111,1rol rs.rAm smeneu®1ou61oN.ress,nsm arvw.myoweneaacom korey@Pnegowansac.com ...Tropez 3300 Left Lot 165 Aa.mp Manual S Compliance Report Data:i�it6Wf117 P P By: F11793" (Rest of House) By: GM.f�iliOlY'IID McGowan's Heating &Air Conditioning, Inc. 4850 Goan°FOM.orange Pati.Fl 32073 PMne:9362760339 Fex: 2140%6 Emen:kmys nco—an9acrom W b:xwx.mtgarenaac.com Project Information For: Steve Merten,Toll Brothers, Inc. 160 Cape May Ave.,Ponte Vedra,FI 32081 Phone:(904)217-0739 Fax: (904)814-8173 Web:w Aollbrothers.com Email: smeden@tollbrothersinc.com Cooling Equipment Design Conditions Outdoor design BE 99.2°F Sensible gain: 20870 Btuh Entering coil DB: 75.8°F Outdoor design WB: 80.2°F Latent gain: 4038 Stun Entering coil WB: 62.9°F Indoor design DB: 75.0"F Total gain: 24908 Btuh Indoor RH: 50% Estimated airflow: 875 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A0+FB4CNP030L Actual airflow: 875 chn Sensible capacity: 21137 Btuh 101%of load Latent capacity: 4166 Blum 103%of load Total capacity: 25303 Blum 102x/ofload SHR: 84% Heating Equipment Design Conditions Outdoor design DB: 31.7°F Heat loss: 23506 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 CH14N80300000A0+FB4CNP030L Actual airflow: 875 cfm Output capacity: 21928 Btuh 93%of load Capacity balance: 28 °F Supplemental heat required: 1578 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 875 cfm Output capacity: 8.7 kW 120.of load Temp.rise: 28 'F Meets are all requirements of ACCA Manual S. 2017 F0o-2318: 4s wrlghtsoft' camfoft BmMer br vmghmon 170.19 Fsuf22M Pa9e1 � .A WMo m15an Tropez 33M Left Lo1165 AB.mp Calc-NUS Fmnl Morfaws: B Mcrcowanss Manual S Compliance Report Jobe: rmac ysad � yr 2nd FI By: T�Jd` McGowan's Heating &Air Conditioning, Inc. 4&03 Collins Road.Owge Pea.F132073 Phone:900.2]&0339 Fax:900.2780386 Email: Verde w.mgoxenaec.can Project Information For: Steve Meden,Toll Brothers, Inc. 160 Cape May Ave.,Pante Vei FI 32081 Phone: (904)217-0739 Fax:(904)814-8173 Web:www.tollbrotheracom Email:smerlen@tolibrothersinc.com Cooling Equipment Design Conditions Outdoor design DB: 99.2°F Sensible gain: 12416 Btuh Entering coil DB: 751 Outdoor design WB: 80.2'F Latent gain: 3078 Btuh Entering coil WB: 63.07 Indoor design DB: 75.0"F Total gain: 15494 Btuh Indoor RH: 50% Estimated airflow: 525 Clint Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer Carrier Model CH14NB0180000AO+FB4CNP018L Actual airflow: 525 C1m Sensible capacity: 12454 Btuh 1000%of load Latent capacity: 3335 Btuh 108%of load Total capacity: 15789 Btuh 102%of load SHR: 79e% Heating Equipment Design Conditions Outdoor design DB: 31.7°F Heat loss: 13785 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: CH14NB0180000AO+FB4CNP018L Actual airflow: 525 cfm Output capacity: 13477 Bluh 98%of load Capacity balance: 27 °F Supplemental heat required: 308 Btuh Economic balance: -99 'F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 525 cfm Output capacity: 3.8 kW 93%of load Temp.rise: 53 'F Meets are all requirements ofACCA Manual S. 2117-Fe62316:95:ie wrightsoW Conan Builder by Vdlghtsnn 170.19 RSU12270 Patel �4F& .II BmOei Tropez 3300 Left Lot 165 AB.NP Cale=M18 Farm 0cer lame S McGowanrs Duct System Summary Date: H-Wigb Nn y cmduireM9,?r jf� (Rest of House) By: McGowan's Heating &Air Conditioning, Inc. 1850 Cdlins R. E.0.11 PeM,n 92073 PM1me:900.P8L339 Feti 9013]&0]66 Emsll:katy®mcpavensecmm Nb6:wmv.mgcwenaaccom Project Information For: Steve Marten,Toll Brothers, Inc. 160 Cape May Ave., Porte Vedra, FI 32081 Phone:(904)217-0739 Fax:(904)814-8173 Web:www.tollbrothers.com Email:smerten@tollbrothemino.com 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 0.263/0.127 in H2O 0.263/0.127 in H2O Lowest friction rate 0.099 in/100ft 0.099 in/100ft Actual air flow 875 cfm 875 cm Total effective length(TEL) 393 ft SupplyDetail Table Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (dm) (cfm) FR (in) (in) Mall Ln(ft) Ln(ft) Trunk DRF FAT In 2830 105 87 0.131 6.0 0x0 MFx 53.9 147.0 st2 DINING ROOM c 2257 83 99 0.108 7.0 0x0 VIFx 50.6 192.0 st5 FAMILYROOM-A C 1398 55 62 0.139 6.0 0x0 VIFx 42.1 147.0 st2 FAMILY ROOM-e c 1398 55 62 0.132 6.0 0x0 VIFx 52.7 147.0 st2 FAMILYRooM-C c 1398 55 62 0.105 6.0 Oxo VIFx 57.5 192.0 sty MCMEN c 2306 66 102 0.111 7.0 0x0 VIFx 49.7 187.0 sty kAUDRY c 733 9 32 0.139 5.0 Oxo VIFx 34.1 155.0 st6 MA ER surtE-A h 2219 83 74 0.135 8.0 Ong VIFx 34.6 160.0 st6 eau h 890 33 23 0.103 4.0 0x0 VIFx 64.5 192.0 sty Unix h 4446 165 139 0.099 8.0 0x0 VIFx 68.2 197.0 st5 m.eau c 2152 85 95 0.151 5.0 Oxo VIFx 24.2 150.0 sib .K c 23 0 1 0.135 4.0 0x0 VIFx 34.6 160.0 sl6 -k2 h 1966 73 33 0.141 4.0 0x0 VIFx 31.1 155.0 st5 In 151 6 5 0.138 4.0 Oxo VIFx 30.6 1 160.0 sl6 SupplyDetail Table Trunk Hlg Clg Design Veloc Diam H x WDud Name Type Wm) (cfm) FR (fpm) (in) (in) Material Trunk st2 Peak AVF 619 634 0.099 454 16.0 0 x 0 VInIFI% st5 Peak AVF 403 425 0.099 541 12.0 0 x 0 VinlFlx st2 SUB Peak AVF 256 241 0.135 326 12.0 0 x 0 VinlFix st3 s13 Peak AVF 256 241 0.135 326 12.0 0 x 0 VinlFlx 2017- etrrl 16,15,16 $; -1 wrightsott• cumrmlawlaaz"NNgmeu617D.19Rsu12270 pe8e1 /•NC^IXA AI8ralaeMSan Tmper3303Le WtIMABmP Calc•MJ8 Fmnl Domro- 8 Return Branch Detail Table Grille Htg Gig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) 00 FR ((pm) (in) (in) Opening(in) Matl Trunk r68 0x0 564 573 127.8 0.099 536 14.0 Ox 0 VIFx rb7 0x0 311 302 100.1 0.127 570 10.0 ox 0 VIFx Wfl htSvf * 2m]-Fab3318M,J2 AMft Lott 5Asl py Ntie-M 1�O nt p5vfaces Ppe2 ..Il BrdnenlSen Tmpei S30J Left Lot 165 hB.mp Celc=MJB Fmnl0.orkces: S 1NCcCawanS Duct System Summary J.b: Mw,tN.pxpry Date: crmi � 2nd FI sy: McGowan's Heating &Air Conditioning, Inc. 1930 COIXesRoatl,C2ne.PM.n 32073 PM1one:W1-278-0339 Fac 904-218-0366 Email:"erey@nn,.n-ac.mm wins: .mymrmsecmn Project Information For: Steve Marten,Tall Brothers, Inc. 160 Cape May Ave., Ponte Vedra, FI 32081 Phone: (904)217-0739 Fax: (904)814-8173 Web:www.tollbrothers.com Email:smerten@tollbrothersinc.com 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 0.250/0.140 in H2O 0.250/0.140 in H2O Lowest friction rate 0.111 in/1008 0.111 in/100ft Actual air flow 525 cfm 525 cfm Total effective length(TEL) 351 ft SupplyDetail Table Design Htg Clg Design Diann H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (Cfm) FR (in) (in) Matt Ln(ft) Ln(ft) Trunk ^'C h 914 35 30 0.167 4.0 0x0 VFx 9.8 140.0 st1 BATH h 1005 38 31 0.154 5.0 0x0 VIFx 17.8 145.0 an BEDROOM c 1888 76 87 0.151 6.0 Oxo VIFx 20.7 145.0 st1 LOFT c 743 33 34 0.156 6.0 0x0 VIFx 14.9 145.0 st1 LOFT-A c 743 33 34 0.118 6.0 Oxo VIFx 26.7 185.0 st4 OPEN TO BELOW h 2525 96 78 0.116 6.0 Oxo VIFx 35.3 180.0 814 W1c1 c 80 3 4 0.157 4.0 0x0 VIFx 14.3 145.0 st1 bab 2 h 4621 18 16 0.111 4.0 Ox 0 VIFx 39.8 185.0 st4 bW2 c 2140 90 98 0.115 7.0 Oxo VFX 31.7 185.0 st4 bees c 2307 100 106 0.153 7.0 Ox VIFx 18.2 145.0 st1 sine c 136 4 6 0.114 4.0 Oxo VIFx 1 33.7 1 185.0 1 st4 Swpply TrunK Detail Table Trunk Htg CIg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st4 Peak AVF 240 233 0.111 306 12.0 0 x 0 VnlFlx all sit Peak AVF 525 525 0.111 491 14.0 0 x 0 VInIFIX v" �wrightsoft' comroe Buiaerby NflgMeoa17.0.19RsmPge22To 2n1T-Feo-z31e:ixe3 3 /M ..IIBro1M1az13an TNpex 3300 Lefl Lo1185 AB.Np Calc=MJ9 FmnnDobrte.s: S Return Branch Detail Table Grille HIg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Fb3 Size(in) (ctm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mall Trunk 0x069 117.8 0.119 69 14.0 Ox 0VIFx rt1 0xO 126 139 124.0 0.113 314 9.0Ox 0 VIFx rti 0x0 153 152 125.7 0.111 345 9.0 Ox 0 VIFx rti 0x0 172 165 121.0 0.116 493 8.0 Ox 0 VIFx Ill R;-ttirn Trunk Detail Table' Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (clm) (cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 525 525 0.111 376 16.0 0 x 0 V.11% i I I 2011Feb23ID:44 z: wrightSOft` cnmmnwme e ,ww*lomapn n.o.le asulzzz° Pat ee ...II&oNerASan Tmpet 3300 Left Lot 165 ABmp CWc-MJ8 Fmnl0.rorHwc: S 3 > K o0 o g c o a F Pf w o m a ro c a m m o y 3 w w • � 4 O N � d y e a a a y + + ,, o y o 00 0 � y y r ora _ m m r O � T o Lut EA ) { ( } / } \ ) § { ( ( k / \ / £{ ); 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RE: 11835TCA- Site Information: Customer Info: Toll Brothers Project Name: Model: San Tropez Lot/Block: 165 Subdivision: Atlantic Beach Address: 605 Timber Bridge Ln City: Atlantic Beach State: FL No. Seal# Truss Name I Date No. Seal# Truss Name I Date 35 71036471 1 78 I770364831 T51 12017 136 IT103647891T09 I 2/3/17 79 II10364832 T52 12/3/17 37 710364790 T10 2/3/17 180 IT10364833 T53 2/3/17 36 IT10364791IT11 12W17 181 710364834 T54 21N17771 139 17103647921712 12/3/17 182 IT10364835 T55 2/3/17 1 40 7103647931 T13 2/3/17 183 '710364836 T56 12/3/17 141 IT10364794IT14 1213/17 184 17103648371 T57 2/3/17 1 142 IT10364795IT15 12/3/17 186 IT10364838IT58 12/3/17 143 17103647961716 12/3/17 186 IT10364839IT59 2/3/17 144 17103647971717 12/3/17 187 IT10364840IT60 12/3/17 = OFFICE COPY 45 17103847981118 2/3/17 188 1T10364841 I T61 12/3/17 „ 46 17103647991719 1213/17 189 17103648421 762 12/3/17 147 17703848001720 12/3/17 190 17103648431 783 12/3/17 148 I T10364801 T21 213/17 91 1 T10364844 T642/3/17 149 7103648021722 2/3/17 192 1T103648451 T65 2!d/17 150_ _ 710364803 T23 12/3117 193 1 T103648461 T66 1213117 1 51 T10364804 T24 12/3/17 52 T10364805 T25 12/3/17 53 T10364806 T26 12/3/17 54 T10364807 T27 1213117 1 55 T10364808 T28 2/3/17 56 T10364809 T29 2/3/17 J 57 710364810 T30 2/3/17 5-8-T10364811 T31 2/3/17 , 59 710364812 T32 2/3/17 60 T10364813 T33 12/3/17 61 710364814 T34 1213/17 1 62 T10364815IT35 12/3/17 63 T10364816 T36 12/3117 64 _ T10364817737 12/3/17 65 T10364818 T38 2/3/17 66 T10364819 T39 12/3/17 67 T10364820 T40 2/3/17 1 68 7103648211 T41 12/3/17 69 T10364822 T42 2017 170 I T10364823 T43 2/3/17 171 IT10364824 T44 12/3/17 172 IT10364825 T45 M17 173 710364826�TQNW17 174 T10364827 75 T10364828 176 I T10364829 177 IT10364830IT50 12/3117 2of2 Z3OI Jmlu H'uu!H LIOZ`£kmNgad :wa 'Z laldB40'l Idl/ISNV iad u6!sep Bu!pI!nq Ilwew e41 Wu! omm'u m-1 eN9 pTd aWd m suB!seP asa4l elwahoou!Apadwd pue wowunUed u61wp to Al!I!geo!Idde Ayuan Pproys w*Wn-u wi Ysn NLX Iau6!sap 6u!pllnq eyl'asn wulae '6ulpl!nq ieln3iMd Am iol su6!sep aql to waowWed B9911oN 3d uyl'd1Mm u6!sapeylloAll1igw!lddeeylpa!Wan Alwapuedepu!puse411a1!W 'su61Mpasa41 p U9yNQ �� to w!IwedWd a41 u,lunoage oW1 uallel lou sem pue'Alw esownd eouaialel alp Q� d41 wawolsno s,yel!W 1G s!pepnWu!uopuu eolu!o!poeds loalwd Autl 'Mel!W o1 uen!6 �� 9j"m 4o!4m'(sapm u6map pue sadeys'suo!suew!p'suoddns'spwl"6'a)um Lis IN�N� .• ........�$1 •• S� �� w wwWed uodn paseq we Su61,eeP"Ni L Id.UISNV Up.Aldwoo su6!sap C�: d �.Y V" '� ay1 leyl pue pa9puap!(s)uollo!psunf a41 u!paswo.,$l peweu IaaulBua ayl mi uolleo!yp310N 1Ntl1HOdeo a s!su6lsap lwuodwoo swul2seyl uo lees a41 WI ��: 1 31tl1S •;6% a: '°'= ,clan, a s!a uo o a LP 3 mauw asuao! 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No approval h Implied for theaccuracya ness of detalls,quontifles,dimerulora,welghts or ab6cation processes,construction means a methods, coordination at the work W#h ofhw trades a construction safety Plecaulbns,aY of which ore the sole responsiblllly of the CC`*dCfa. The Contractq is responsible for dimensions to be confirmed and CORekltOd a the site.Review of a specific Ram shag not include a review of the entire assembly of which the Rem k o component.Review of re-submissipn will cover only designated charges on the submsfal and other changes Cf.N b811KRed the ConfraMd. � _ +m - BCS AW-GING CUMPONEM GPPLY NC. D 4629 JP HALL BLVD 8UTE 208 ORECN ODVe BPR NDS FL 32043 0: 904.299.9390 F: 904.529. 1 406 BEARING HEIGHTS 0 9'-1 1 /8° o 12'-1 1 /B° I- 20' 711 —_-_, THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. _ $ These trusses are designed as individual building components to be _ - mo mporsted into the building design at sl the specification of the building designer.Sea ind widual design sheets for each truss design identified on the ! - x placement drawing.The building designer is responsible for temporary - and permanent bracing of the mof and - floor system and for of overall - - structure. The design of the truss, gg support. mPIS,a including headers, 1 beams,walls,and columns is the res ooner of the building designer. F o Forr general guidance regarding bracing,can suit*Bracing of Wood mes ` asavailable from the Truss Plate Institute,583 D'Onddo Drive; Madison, ATTENTION.N. Refer to truss that and h deliveflng red documents that eriva with delivered flaltl busses. Unless noted oMerwise,all beams are by others. REvleloN D.TE pffl CLISNT TOLL BR.THLw3 SUeDIVIeION ATLANTID aEACN SM6 AMDASHADOw MODEL 9AN TROPEz neCbm ListRoot Tlum Connegor List � LIeM Pmtlud pb H422 1 24 15 ELe 10N CARIaaEAn 098 12 USP TH02a 9 USP TH028-2 1 owawN ev USP THDHZB-9 1 LOT # RAg DATe FIRST FLOOR LAYOUT 165 01 1 ❑ 201 SCALE: 1 /4" = 1 '011 r 11835 OFFICE COPY a � � d X59 p gQ *b_ 41 1. 0 Flo Tn Manta P USP SECOND FLOOR LAYOUT SCALE: 1 /4" = 1 '0" Jobs me YP v Thrall 11YMTW WJ1 JazF C�Vn a 1 JOL FielelenCac IQiBI RuiNfg COapdixtl Sy9M.JBtFCnMY.Fl 3Y?a8 Run 0o10a Jun as.0..I Inti e0105Jun Y520fe FFTY IMMIMM.Ix Fn FM LOIfYJa]N1]FpB 1 ID:W¢GBUC_onF]oCry W]Eb4Mr]VOsil 81XbImIW09PNetUH OpZa_IXOUL#Azagd 293 299 Spb=1:10] 4.2a�z 1 a zr II an III Rate Opera(X.Y)- [11 0-3-14,0501 LORDING(psi) SPADING 2-00 CSL DEPL. In got) bMfl IM PI ODI S GRIP TCLL no Prete Gup DOL 125 TG 0.10 VeN(LL) DM 8 >9B9 240 wn 244/190 TCDL 10.0 'our DOL 1.25 SC 0.11 VerIQ1) 0.00 3-8 >989 160 BCLL 0.0 ' Rep R.In. YES WB 0.00 HOR(M) -0.W 2 We No BCOL 10.0 Catle FBC2014RPI200z Mlddx#15 Wal"ful01b FT=20% LUMBER- BRACING TOPCHORD 2x4SPN02 TOPCHORD Structural must shealhirg tllredly applied or 2-9-3 OC potline. BOT CHORD 2x4 SP No.2 BOTCHORD Rigid calling dinedly.,IM or 1080oc town, WEDGE I MTs,racommems that Sta0111zerm elk regulntl cross bracing -aft 2x4 SP No.3 M Inelelled tludrsibbin emcllan,In acoo darm y tru Stadlizer Inelallelion uide. REACTIONS. (Ib/slze) 2E1R.MCMnlce1,3=33AAed1a01C91,1=123A)70 (min.0-1b) Mex Holz 1=39(1012) Max Uplift 2=W(LC 12),3=-2(LC 12),1=-19(LC 12) Max Gray Mlft-C 1),3=43(LC 3),1=123(LC 1) FORCES. (Ib)-Max.Comp.IMax.Ten.-NI tomes 250(Ibl or less except wfien shown. NOTES 1)Wind:ASCE]10;VJt=13Gnph(>samnd gust)Vaso=101mph;TCD"orfaf;BCDL- .opfii h=2511;13=45(r L-2411;sen-,ifl;Cat. IT;Exp C;End.,GCpi=0.18;MW FRS(diraclional)and CC Coni zona;C-C for members and Tortes S Bibi for reactions shown;Lumbo,D0L=1 60 plate grip DOL=1.60 2)This truss has been designed for a 10 o psi bottom chord live load nonooncurrent with any other live loads. 3)-This truss has Man designed for a live load of noted on the bottom Mord in all areas wfere a rectangle 380 W I by 2-0 0 Wlds Will fit between the bottom chord and any other members. 4)Refer to girders)for truss to trues connections. 5)Provitla mecbanlwl other lon(by others)of truss to ndng plate capable of WIIMlanding 350 uplift at olnt 2,2 to uplift at joint 3 and 181b uplift at Joint 1, LOAD CASE(S) Standard QWxgaN6-v�W'4�WnearWmrxaWagFJPNO19QY free M'n NLLUOEO.WIEN PEFEgINCE FIOa/YR4Am'.IOOYAIFaEFOREYeE IIaLLT WsoIwusaiYrMln Mlle)®cmrucFn.11ihrtYarCl�e.YdYY4 rV�anelen9imm.aW nkx TYMWFq IVMrg can[menl.ml dSInn2lmt BaMe�Y�uw.b.xredgp WrfaWrnnalvalMllagTAlc�flln'01�Wan�ete2aul pWSOY FcnPaMe IM�Ln M1e M1¢ovnnN .m,awe.a�9peMB1111LcpgMYM42011nmwanUglcr tuff memM�iaYY.MYJIFxouldix�ehf-io n+nnlh¢Yp MiTek' tWraR lepMl4N0'tlNm4b PeueraW�BVAhpCgWe per`arrl ryaYadg4edYdT�41a_(d 6mWrJ pXMrce rdNPrV Ina alfa W�rg ovi Meclbn W11aalgdpmuWlsurre ni awxXWTIGory CaInIq DF&MaW KYI WFIiOCamWnnl 6fyi04 PallSW ayFlFYbnr�r VrtlWeYan irallob YWYule.218 N.W Street 9lb a12 Nexatlilo.V.YYRSII. Tenpe,FL aM10 jobe eup, Fly R6] 11msTM co. Ja 'OPM 1 Job Peterence a Morel 9dpNp CaeryhwN sear,.1.1 U socas Run'.60101.Jun R5 Rn16 Piing e010eJun152016 M]YwWArYe.lrc. Fe Fe00911Aae 2017 Pe061 ID:WccG000_PPF70GIMW]EMZMr]-Mjdgl3]ISOOD-11 vxeF1O1- Eva¢P]TpecgfJ 2-83 93 Sole=1:123 424 12 2 aw II 1 d Wf 3 4 w II LOADING(pd) SPACING- 2-00 CSI. DEF-. In (hoc) gdefl Ud PLATES GRIP T" 20.0 Pkte Grip DOL 1.25 TO o.22 Vert(LL) 0.00 3d Z. 240 Mi20 2MI190 TCDL — Lumber DOL 1.25 RC 0.12 Vert(R) -0.01 3i x989 180 BCLL o.0 ' flap Slreea lncr VES WB OM HoO[TL) -0.01 2 We Na BGDL Ino 0o0o FBC2014?PI2007 Mestr S Might 9th Ff=20% LONBEW BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Structural vi stleNNng directly applled or 2-43 oc pullll except BOTCHORD 2x4 SP Not end van Ods. WEBS 2x4 SP NO3 BOT Cl Rlgldcil11111.0y.111set or 1000 oc among. MITI recommends Nat Sfa0ilizere and required cross bras be irelalled dutlng loss ereOf In moorhen..w1N Slebllizal indallr n olds. REACTIONS. (Mercer 4=10i0 (min.0-1-8),2=72Mtechanicel,3=30rMechanlwl Mex Herz f=58(LC 12) Mex Uplift f=41(LC 12),2=-4)(-012) Mex Gmv 1102gUC 1),2=72(LC 1),3=19(-03) FORCES. (Ib)-Max.Comp R Tan. All tortes 250(lb)o less except then shown. NOTES 1)Wind ASCE 7-10;VUt=13Omph(3 second gust)Vasil=101mph;TCDL=S.Opsf;BCD"Opsl;h=25X;BxSN L=241;save=4h;Oat. IL Exp C;End.,GCp-0.1Q MWFRS(draction.R and!C-C Coppri zone;and vertical tell exposedi C for members and fences 8 MFRS for macllors shown;Lumber DOL=180 plate grip DOL=1.80 2)This truss has been designed for a 100 pill bottom chool live said nenwncananl wIN any other Ilve toads. 3)•This truss has been doslgned for a live load Of 20.Opaf On Me bottom chord in all areas where a rectangle 3E6 t%it by 2-0-0 wide wit fit b.Msent Ne bottom chord anol any dhor members. 4)Rehr to girdar(s)for Most to Suss connections. 5)Provide mechanical wnnedlon(by oftels)of mass to baehnp plate capable of Mhate neing B lb uplift at joint 4 and 47 to uplift at rent 2, LOAD CASES) Standard Q ansa-v rt9ON.axe ev.Laoeo Mrs.asre4xca P4aas]m r...lPoasnsemwaeuac MynsnalorieeuYvlMm M1Ylektiornm:mia.ara0.-J �NLxvwlwYYawn Murrhelen Nown.rnM¢rnmt'Rvtlul b.Mrq.anf-�rh.nl.mr nun Mlem&rk.uuc.IM gW2hg tleJyriermul venlY ttx gxxteLlN or Cmp�lba•wlsi m]IVNalrm.omo-ora xwe�Nm Nx,lrr:wmll wm9dnon.maucu.A:ded.lo we�ad w=Mre Mmdxd.m lnlnWebaN/a droram.mmreodv radEmdr.mwrw rxdwr�am ao:ma MRBW kdwgsrephiedkn r121Mrc'd1opY9Jc ilgee v4mlxxCw FuWhdl9xYaq PM>dlYtnnq]e.Fw rerhadedQihce re9extlrg nc IdMcnINM 51WWe.tlelNerY.maMnad b¢NgMMx9dgl�ryMniee/J161/1%INMlr a41�M.ON4q og6CNMtlrgCamNmnl T, 1 R EM BNe. 9yelxeWmpXM avddAe pwn Irw Rule MERAe.21a N.lee3hael.Slla 312 NeidVIM.VAYLt14. iurpe, x3610 mM ype OYAI% IIeM15T0/' GKKt J.6rr lwwn R ' Joe Referents o Unel pUlryry Ldrymwil S,(pM.JHHmNY.FlaYlae Fw:a010 s Jun 25 2m.BM9010 a Jun 2s x016 MIak"we".0'L. FO FW M 1483-11 PBpe 1 ID:WccGBUC_PpF]oCIMW]EM r]-njdg[6ISOOWLjy .FlBad It Evnders9mp3 2-8 2 P3 Sol. 110.7 2 4.28 F12 j I 2W II 3 T8 II 0114 o-tt 4 PlateOfffieti f10-0 31 LOADING too) EMS- TO- PACING 200 CSL OEEL. In (bc) Vdefl Ud PLATES GRIP TO, 20.0 Plate Grip DOL L25 TC 0.08 Vetl(LL) 0.00 B .999 240 M@0 244H90 TCDL 10.0 Lunber DOL 1.25 BC 0.09 VmCrL) -0.00 8 .999 180 BCLL 0.0 ' Rap Stran Ina YES WE 0.00 HmdTL) -0.00 2 We We BCDL 10.0 God. FBC201A?PI200] MaMx-MS WeIgM:121b R=20X LUMBER- BRACING TOP CHORD 2"SPNo.2 TOPCHORD Slmdutelw sheMhingdiredlyappllWor2-B3ocpuNns BOT CHORD 2x4 SP N0.2 BOTCHORD Rigid ceilirO directly applied or 1000 oc bracing. W EDGE MITek rewmmentle Ihe151ablllxers and raqulred crone brecing Lett:2x6 SP No.2 be In9lalletl tluring trues erectlon,In accordance MM Shari Inetallatlon uitle. REACTIONS. gWsirs) 2=45/MedtaNcel,3=231Mechenical,1=14014-15 (min,0 1-8) Mex Hoa 1=39(LC 12) Max Uplift 2=-33(LC ).3 3=-24(LC 1-148]8(LC 12) Max Grav 2=45(LC 1),3=31(LG 3),1=148(LC 1) FORCES. (ID)-Mex.CompJMwc Ten.-All forces 250(ID)or less exceptwren shown. NOTES- 1)Wind ASCE]-10;V011=130mph(3-second goal)Vn1=101mph;TGO"Op l;BCDt=50psf;h=25X;B=45X;L-241t;eave=M;Cat. II;EV C;End., 3Cp1-0.18;MW FRS(directional)and C-C Cori xone;o ntllever left exposed;parva lett and light exposeG;C-C for members and forces 8 MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1 So 2)This now has been designed for a 100 fast bottom chord AN load nolwonounent with any other live loads. 3)-This Wee las been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle M-0 bel by 2_0-0 wide wall fit between the bottom MM and any other members. 4)Refer to girders)for twers to truss connedlpns. 5)Provide mechsnirsl connection(by others)of truss to bearing date capable of wttbstanding 331b uplift at joint 2.24 to unit at joint 3 and 76 lb uplift at joint 1. LOAD CASE(S) Standard Q wanted. NOws as we ANOWLLNOEO WIExeEf91A PA0e1►14R m Metal BSONEYK. Oaim.or Weone,MA w.—1."Rntlxq,n.Lvetl MYW 1MaN01em Oxwm.eM 61.on Nxl WlOkgcw,p>Jnenl.rro, dMaaydeni.wbla uN.M1c pYNp OmMrw nvmlval(y II¢gxMCWlry W tlmlw,6arm�eln[ad a�meMhxxxOW We atrleYa,M01Maaeltll WrV�4,. a¢r'O WI<aletlk eves oAmol9g ax JA4AFewwor, ndm env dom`Y.NJQM1Md"o-71 ml%rmaenllnachy ek' YW.'uR repAe]Nx MtlYWbPewritcctlq.�xfi V+.lAe VemVlxP.Yaq Ptt✓unvdnirge.Fu ger¢rtl 9th .repOU1WM 9BW'v.E. FMC kblwlkn.atgO,y.yAnry.aecT—m]d¢ln 1wlr.wgNi.snLeMNL/MI vAI.MIW.OL.B9 agBCRNMpLdnp.�wnt yMY WaITyM trv6'tle M1an Iran M1a YaXM.RI9 N.lee9wt sJ63121HmMA1 VARR3I E. T.IryL FL 3Y10 Job lura 11. we nmw7n Ha]STM GV4 J9dLRn 1 1 'Jch Rakishly o tumal &IWry as uerwor usWi,Je[FVINN.113RE56 Rul so3 Jou le,R01a PM'awO 4 JM 352016 wl_IMIWMe FE. Fn Ftl a'"M 3e Ywi Pty1 ID:WccGeuCJ HF IMW7GM r7.%H7ro6IVIYP2 Wa8rBSadr %Ud2 iNSOF]og2 2 "jl 2-93 Ilr1i1 Sole 1:10] 3 s 24 12 aN II 2 1 a4 li 4 alt 11 5 I LAABIRG IWO SPACING 2-0-0 CSI. BEFL. In (Ioc) Voted W PLATES GRIP TCU 20.0 Plate Grip DOL 1.25 TO 0.09 VBH(LL) 0.00 5 >999 240 W20 244/190 TOOL 10.0 _=Mr DOL 1.25 BC 0.00 Ved(TL) 0.00 5 >999 180 BOLL 0.0 ' Hep Stress My YES WB 0.06 Hoa(TL) -0.Ot 3 rVa we BCDL 10.0 Code FBC2014]FP12007 MMHx-MS WeigM:9Is FT=20% LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheeMng directly applled or 29-3 WWHIM. BOT CHORD 2x4 SP No.2 BOTCHORD Rigid cNling directly applied or l 600 ac bracing. WEBS 2x4 SP N0.3 MHex recwnmends Met Sr..- Rms and required crass placing be Installed during Imsa erection,in accordance MM Stablllier Insiellatllm olds. REACTIONS. (IWsl2e) 3=5M1ecYanical,4_-17Avlechanical,5=229/6]-12 (min.0-1-8) Mex Hour 5=52(LC 12) Max Uplilt 3=-15(LC 9),4=-17(LC 1),5=-98(LC 12) Max Grav 3=10(LC 17),4=12(LC 12),5=229(LC 1) FORCES. (b) Mm,GompuMax.Ten.-All lorras250 gb)orlessexcept when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3second gusQ Vasd=101mph;TCDLd.Ops1;BGDI,-5gpsC IK25ft;B=95h L-241h eave=4ft;Oat. 11:Exp C;Encl.,GCpi=018;MWFRS(directional)and GC Extedor(2)zone;compeller tell expoeed;C-C for members and forces& MFRS for reactions shown:Lumber DOL=1.60 plate grip DOL-1.60 2)Trues designed for wind loads In the plane of the truss on, For studs exposed to send(normal to Me face),see Standard Industry Gable End Details as applicable,or commit qualified building designer as per ANSVTPI 1. 3)Gable smM speced at 1-4-0oc. 4)This Was has been designed for a 10.0 flat Eoftom chord live load nonconcurrent with any other live loads. 5)'Thle Imes has been designed for a Hal load of 20.Opsf ch Me Whom chod in ell areas where a rectangle 36 0 tall by 2-0-0 wide MII fit between Me bottom chod and any other members. 6)Reim to glyder(s)for Mass to trues connections. 7)Provide mechanical connection(by others)of W9 to bearing plate capable M wlMstanding 151b uplift at gird 3.171b UHIM at joint 4 and 98 M uplift at joint 5. LOAD CASE(S) Standard AlLwlmetwe vMryOxpn pnmxmmW eEIO NOIEs ox]Xlsaxv M'CLVDEO IMEY nFFEaEMCE PIaEL614n m.1e0YAlsaEF0aEV9E p:y»vYp IonmdYY WIM MIIa}amnnTM-lwL rN6lkle(�tlmrcluYY V Wn 4banele¢Cmrn.ml kM m FeeMd l IMbp canrrvenl.ml Oim MHm eerhxn w.Ine Lxlkxrx{JeA9riermul vellN 11w a1xxk�tElry ol�tsFTivsa'�61maMpcgrlYM.wrxxaH nlatlyn,MMto Me wmdl Waq Wald1.9acx4Mgtalxtlhlo Peveni bu.MYr901M1Mtl MmweOW1/n lw`1mmAn5MY./WUxw]bmlTMnYa'p4 001h¢1r9 MRek' xa..m rayA6dla sd�ma,elopraamalla-wmwau6 w:<.awva,ePw6rrvaamw».rot y.r .elLrwka re9�ar.pine Imkrnwr.Hawa.aara�V.aaoxarmdnaoxgaea>m[atllwarilenm eeMXY/INIfxbN cnl.na.pseaamdecR wxmlPcaaPo6.a1 ww v.a.a.n aNe. Sd.IY pYmmXm avtYtde tram Ina IMIe MMe.ire N.Lee9ree1.911ed12 PMuvAM VPII31 C, imrp,Ft 9910 o 0 MB ] na95iM Wtxss Aot V n x 'o Reference Relerenw o lofted bMx,v Gmpnnere.apPr.kCtrorMYe.,.—ax For, OOe Junxxxv RM'a010sleill 0'a Mtek kou nes x Fn Fa40]10Z xv..17Payt ID:WxGeuCypF]oGYxM1V1EnrxOr,7-ROH11081VIYFr2ruWa5rBSrKCJH1U� NSOFfegQ 2.83 2-83 2.12 12 Sb:1A-V 2 u 1 y � d 3 3M= I LOADING(pal) SPACING 2-0-0 CSI. DEFL In Oce) Vtle6 Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TO 0.9 Ved(W 0.01 38 aS99 240 ', W20 2WIN TCDL 10.0 Lumber DOL 1.25 Be 0.18 Vu%TL) 0.01 343 a9BB 180 BCLL O.D ' Rep Stress Inv YES W S 0.00 Ho TQ O.OD 2 Na No BCDL 10.0 Cod. FB02014,7P12007 Melrooms WNBM'elb FT=20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Stmdural Mod sheathing directlyapplled ort-83 w pudite. BOT CHORD 2x4 SP Nat BOT CHORD Rjd ceiling directly applied or 10.G0 of,Ending. MITax rewmmands that Stabilizes end regulred cross bracing be1hroalled dungtre erection,Inacwrdanw With S1adllzer n9tddt100 0CB REACTIONS. Miss I-26OL 8) (min.0-1-8),2=]&Mechanical,3=35M1ecM1anlcal Max Hoe 1=26(LC 8) Max Uplift 1=-09(LG 8),2=-5](LC 8),3=41(LOB) Max Grey 1=108(LC 1),2=]3(LC 1),330(LG 3) FORCES. (Ib)-Max.Comp Alax.Ten.-All forces 250 Out orlessexcept wren ancen. NOTES 1)Win&.ASCE]-10;Vdt=130mph(3s olM gist)Vasil=101mph;TGDL=S.OpsC BODt=5.Opst;h=25ft;8=15111 L=24!11 Bave=4ft;Cat. II;Exp C;Encl..GCpi=0.18;MFRS(dlrectl0rsQ and C-C CvneR3)zone;porch left and fight exposed;C-0 for members and torcaa S MWFRS for reservoirs shown;Lumber DOIL1.60 plate grip D01=1.60 2)Thls truss has been resigned for a 10.0 on boftcm choN live lead nonconcurrent With any other live loads. 3)-This truss has been designed for a live load of 20.0put on the bottan chord In all areas Mom a rectangle 3-6 0 tell by 240 wide volt fit between the bottom cllo d and any other members. 4)Refer to gin er(s)for truss to house canneMlons. 5)Provide mechanical connection(by others)of how to bearing plate excess of WiNstanding]91b uplift at Joint 1,57 to uplift at)o hn 2 and 31 Ib uplift at joint 3. LOAD CASE(S) Standard! Q WPRNMa xM NemnWenMue/MBFJO Xa1FH ee Talelep NLLUOEp iWIENIlEi911NCf PAfdYl4nnv.1M(Vtl/59aIOaE 1/SE o®'Tvdtl son MYMT kovdix, eon n.Rb Mipsk cies]WYW„r Manatee ,— I klam MMTM lniWhln".11, cot rod TRffMrEn �tme�.tlw MIMq M9,3m mill venHlM giAkR4lry orMOg,Mrmrelersm]paFenvnwanuale lMMYpnNopa owia MAUr9M4ln ®WgYMCNetlkMgawnf lvcNrtl alxMMxl Mmwnn ONlcr lend memherscNY. M1nW lemVwM'mtl Fmmm`nNxaciw Me kawoyrepletl lasmnvtaM wwaranikalweewlmre�.+e M><++e wymer.wenrd�naw.r+n uE+era aas.�m,�.v�a«x�nw kdtalbriluaY.ddvarY.erecknuMieacMV dMimmaW MmM9ni i9MHWINIGWIM GIxp,plBA9aM BCL anainYCmiWrunt Wa4 PeM Ftl BM. BytlFyypmeBen mvipe M1dn l�A N MBRna xIBN.Ise SM1eet9rp 312 NeimtliM.VP Y1311. !shoe.FL x391e Jed�gpm� ,Ia64,5y 1learon CJ22 n 2Fly 1 Job Refs... ional extent, 'nml Suter).Je[Xe011VYp.Fi 3 x6 rM'BO108 JM 252016 RXi'e0108JYn Y53016 MnN ages..1 M Fhb 001CYa We01, VegI ID:WaG 'pF,o MW,EM r]-OrWZ]NG30SCVS3 4kgekPCe2lnkBDM60Yf¢ rt 2-93 , aB3 4.24 12 Sade 1:17,3 2 Ig a4 II 1 tl ^ a 3 4 zM II PI ofNm txvF Ma a of L0A G lw SPACING 2-a0 CSI. DEFL. in (ab) Vdell Vd P 11128 GRIP TCLL 20.0 PNte Grip DOL 1.25 TO 0.34 Ved l-L) 0.01 3i >999 240 MIN 2"190 TCDL 10.0 WmbeIDOL 1.25 BC 0.21 Ved(TL) -0.Ot 3i >999 180 BOLL 0.0 ' Rep Sums lncr YES WB 0.00 Hoa(TL) -0.04 2 Ne Na BCDL 40.0 CDtle FBC2014/1PI200] Matrix-MS Weigh:111th FT=20% LUMBER- BRACING TDPCHORD 2x4 SP No.2 TOPCHORD Slmcluml Wood sheathing directly applied or 2-43 Od pudirls, except BOT CHORD 2m SP No.2 and yedlcals. WEBS 2x4 SP N0.3 BOTCHORD Rigid ceiling directly applied or l0-00 oc onxOng. I MITek recommends that StablllEers and required cross gracing DIne Iansllato tl= adon,I ,in accordance With SteblllZer REACTIONS. (INel2e) 4=102N-7-0 (min.0-1-8),2=]3Mfachenical,3= 9110aihanlcal Max Hort k90(1_0 12) Max Uplift 4=-3(1_0 8),2={a1(LC 12),3=-13(LC 12) Max Gray 4=102(LC 1),2d3(LO 1),3=50(LC 3) FORCES. (lb) Mac Comp.Mex.Ten.-All forces 250(Ith)oriese exceptedenshOed. NOTES- 1)WIC:ASCE]-10;Vult=l Wmph(3-second gust)Veed=101 mph,TCD".Opat BCDL=5.Opsl;h151t;B-158;tr oflft:eaye�ft;Cal. II;Elm C;Encl.,GCpj MWFRS(directlaal)and C-C Comer(3)zone:end vertical left ep si C for members am forces S MFRS for reactions shoes;Weather DOL=1.60 plate grip DOL=1.80 2)This br as les been deslgnetl for a 10.0 paf bottom chard has load nonconcurrent With any What Iiya loads. 3)-This truss has Leen designed for a I(ye load of 200Fsf on the bottom droll In all areas Where a rectangle 3a6 0 tell by 24tO WOde Wgl fit Who en the bottom cfa d add any Other members. 4)Rater to glmeds)for tnus to Inas connections. 5)PmIN madlanlcal coWlection(by others)ot time to heading plate capable of Wlmstanding 3 to uplift at joint 4,61 Ib uplift at joint 2 and 13 to uplift at Idint 3. LOAD CASE(S) Standard on,i,n a-L'NAY 4/MFfa's'^nmaMPEJO NOTEe ONT Is ANO HCLYOFO MII...... FJ HCE F4GENe,1Am.1e0.4301FaE£OIIEV9E CeW1VJd Mare wYY�MaeW cmmcYmx 116Jn5'gn abaN wYY urywl lnranelnn NiowN lmie la mA]IN?M hLLp npT�eni.ml xm WN h3� bknux. htlz; eaprerenll mW.¢CMIWwVMNonM1NA%4amlrueIlYwOItlaeYdLP/nlvaM[mealmemmaMEenpaurwr'MMnMcapnMIXhelnMrJatlwaN{ax11nl M'Tek edwTa la4Aeus SYlima— lNcod oxho.vlmpmola@rorrolexYmNpry s esse,assrmgaiad psora 1Oxa Msoul ALtalkn YwWe.tlMNSY, sue,atlbwhg WL1wa Wile me 31 eea/AW/1RI W,.1a. Wi09Ok MNWtlnveunWaeal nin 11 EW31.tl IdYWYignv✓Na w6yia ken tram Role yuXYlt,21BN.lee3haeL91h312 NemvMp VAYB11. Telrys,FL 3a610 da ufa ype aw]� ,tIX15ioA FJ03 JacR C9Bn s , ,1pb Releretle6 o tiIXlB BiIkNO ettTWnew 6u ray,--ice.,FI2Y1% Ponopt.f JW ARO18 FM'B u 1M 25 ZJ16 MIfL TEupMf.lre.Fn Fel,W f 023002.1]Pepet IO:VIccGeu F7oCIMW7eM r]-v?rN4VW3p85CV53Hx4kg6mlcesmxk9DM80TKap1 L60 4.0-0 Smb=115.0 2 a0] 12 p n Mw t 9 Cf5- dis I 686 � 00.0 Pasur Offered;(YY)- I1'0-O00- I f ' 2-90d-91 IAADING(psi) SPACING 2-0-0 C81. DEFL In (Nc) Vtlell Ud PLATES GRP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.22 Ved(LL) 0.03 38 x888 240 Af320 244/190 TCDL 10.0 LumCer DOL 1.25 BC on Vrd(TL) -0.02 38 x888 160 BCLL 0.0 ' Rap Stress Inv YES WE 0.00 Hori(FL) -0.02 2 ma We BCDL 10.0 Code FBC201 VT112007 wtdx-MS Weight:15 lb FT 2M LUMBER- BRACING TOPCHORD 2x4SPNo.2 TOPCHORD Structural wootl sheablet,directly applied or 4O0 op potline. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid calling directly applied or 10A0 oc bradng. WEDGE MITek recommends that Stablli2em and required cross bwIng Left:2M SP No.2 be installed duMg tads erection,In accordance with Stabillear Installation Coles. REACTIONS. (Ib/sirsi) LB]Mlechanical,3�ecranlcd,I-IWO-3S dl 0-16) Max Horz 1=81(LC 12) Max Uplift 2=-r38(LC 12),3-44(_C 12),1=E3(LC 12) Max Grey 2=87(LC t),3=82(LC 3),1=184(LC 1) FORCES. (IC) Max.CompMtex.Ten.-All Memel(Ib)Crisis except wfien shown. NOTES 1)Wind ASCE 7-10;Vut=130mph(3 second gust)Vaed=101mph;TCDL-5.0psf;BCDL=5.Opsf;R25ft;B=45ft;L-24X;rave-�X;Cal. ll;Elm C;End.,GCO418;MWFRS(directional)and C-C Extetlor(2)O 1 O to 30-0.Interior(l)3o-010 3-11 42 0;wnlllever left exposed;pomh left and right orporr qG-C for members add forces 8 MFRS for readicns shown;Lumber DOL=1.130 plata gdp DOL-1S0 2)This trues has been designed for a 10.0 psi boftom chord Hod load noncencra en with any other Are loads. 3)-This truss has been designed for a live load of 20.Opst on the bottom chord In all areas where a rectangle 3-6 0 tall by 2-06 wide will fit Corrosion the batten chord and any other members. 4)Refer to glNegs)for trues to truss connections. 5)Provide medlanicel connected My otheml M Musa to baadrg plate capable of withstanding 681b uplld at joint 2,44 to unfit at joint 3 and 831b uplift at joint 1. LOAD CASE(S) Standard QWleleye-ads, y..r.r...vea5la xo]5s dr ar wo weLUOEo.aaFm .'a...rev.proulaeEraas, '. �Ygi WYJM uepYy Hn MleyWednecCrs,ateetl�f wedaYY4+n peanarertavmn.m]klwm IexiMdx�l Wltlly camF^^'nl.ro1 li I card spm.P¢lae�.t¢WMrgd✓�e�mW wMN ttc oryleitllN afdaW�grareMrtaNP Y+eOYNawGaole mcawTnlnro IMovu[II were nam. a«ner�rneanrotxwfnlemw+p an.ware mffiwebaw«amramammr.env-raawdl�m�oe.rmepen�mmm�a :� MIT6k' roodde MFYWe, es"E',,'m4'ffpopu u rdlgwe Runes Wie tt`awreepi, Tlgq>Clod>,Carrir.DSB49 epMmce rdroCoFFttv.` kMalbtslaa�a.esWay.a e[:—addxlg affa.xft f ry.112. urivCh holy,CMxlgefad9aM K91 BUIMrg Comtwmnr 66aJ2aIt pre BMtl. SdMylrlwmmon aadl'#e M1an Inns Rale MlxOe.RIBN.Iee SI�LSela J1}.NaaotliK VARRfIa. I.,.It 33610 Job mm yp Tfoxnel 11615T0I' B10a Jackk GlMn I 1 job Relxaxe a lmmu BUMMaprynaWewo,o.MdmNTla.FIMMHan,amo a Jun X51010 PYM-0010¢Jun¢ Zmb MneF InSYlw9 ble FNFr0031<:P8 W 2011 PopB t IDWmG&G_ppFTa lI 7EM WrT-v9rN4ZTNG3g& V53HZ4kgBnScegl BDMSOYbZogrl 4-0-0 MO Scale=L15.B 2 8.G3,F1_2 i n Ll 1 3 316 II PI Of coda MYI— 1110-2-8.0-0-71 LOADING(psi) SPACING: 2-0A CSI. DEFL. In (loo) total Ud PLATES GRIP TCIL 20.0 Plate Grip DOL 125 TC 021 Ve11(LL) 0.02 " s999 240 MRO 244/190 TCDL 10.0 LUmb0,DOL 125 BC 023 Vad(R) -0.03 3S >999 180 BCLL 0.0 ' Rap Stress mar YES W B 0.00 Hom(TL) 0.01 1 Na we BCDL 10.0 Gotle FBC201GiP1200) Mears-MS Weight:1411, FT 20%r LUMBER- BRACING TOPCHORD 2x4SPNo2 TOPCHORD 5lrudumlwoodsbeetMngdimctiyappliWor4-"O pumns. BOT CHORD 2x4 SP Not BOT CHORD Rigid calling dUacllyapplied or LORA oc boxing. WEDGE MITek recommends that 5lebillrem and raxoj crave bmdng Left 2x4 SP No 3 be InslNletl tlu0ng truss erection,in acoordance Win Sta,11jam Installation ads. REACTIONS. (Mer,e) 2=103M1echanical,355'MmMamad.1=15&0-58 (min.0-1E) Max Horz 1=81(LC 12) Max UM 2=66(LC 12),3—2(LC 12),1=-15(LC 12) Max Gray 2=103(LC 1),3d3(LC 3),1=1 WILD 1) FORCES. Qb)-Max,CompWax,Ten.-All moss,250 gb)orless exceptwhenshown. NOTES- 1) OTES1)Wind:ASCE 7-10;Vulf=1 SOmph IS ..no goal)Vaed=101 mph;TCDL=S.Opsi;BCDL=50psf;h=2511; L-24f;aaveftl;Cm. II;ENI C:End.,GCpi=0.10;MWFRS(dlredlonal)a,1 C-C Exterior(2)0.0.01c 3-0-0,Intedor(1)30-0 b 311-4 mne.CC kr members and forces&MW FRS for reaclicm shown;Lumber DOL=1.50 plate gdp D01=1.60 2)This lass has been designed for a 10.0 pal bottom chord Iye load noncorrourrent with any other live loads. 3)'This Mass has been designed for a Ilve load of 20.0pst on the bottom chard in all¢leas were a rectangle 3A0 tall by 200 wide Wit fit between Ne bottom Must and any other members. 4)Refer to gloder(s)for miss ID trues cantwmlons. 5)Provide medlanical connection(by curse)of truss to beating plate capable of w4hsmoding fib ib uplift at joint 2,211,uplb at jam 3 and 1511,uplift at joint 1 LOAD CASES) Standard Aj&WI aNMe.VarNyCWpn premermmL was NOFEe ON 1M6INO MCoalwaY/EN PEFEM4NCEVI4EaiFll]m.Vali aBEFONEY4E IRYSn-IW Ion llae.1YRh anon b bsa]MYUW.asum.lanalwwnad OMmkMhMaraldMillg canC�mlt.mi ry9evn Bala¢tee.iM MlgrpOsx# Fmravar a w ty4bswv of axeprt paonaxe Donal,fro,'rala nttlnMxrnlo ire ovelN bx/yq dexdn, sauna kn]cdetlh to pnwex Ix ..ol[gtMIM MnweD aqM marl hn cN`.Mdkxxx I11*+tavtaxl PolmmeltldwYlg tW.gile[x1�Fn sNlMNmdbpavenicdl[pa MXrf�adL xx[4eYTdpopellY dn^tg. �deltevW yJtlaice lapaO�V llxr appa Pelb EaY BYE. Idnkabl aModa.�MalY.meclbn W lvacbgd auveam[Ilnmry[lalm wMX5UM14uylY CEIatM,a5BJ9aM ECY kaksl9 r:wmo�twtl ylalyYbntdat gydMexan L16 Hale LMllt1e.410 N.Ixe Slrcrel 3Jte 311.Ne[mJEa.VTRYII<. Tatrya.iL 3ffite mpa oaW>M t+eesroa EIW 3achpp.a e roe Rehrenee(optional) B11ppp Ca�vaN&gxy,JYIW�M1IIB.FI8?258 Rn'.ID.W JMD 1016 Pow 90 7Ea, 25P018 R'vS?l OZ4M31dInCr Fn h gR0xVUJLS I]Pay t ID:WccGeuCypF]oCIWIW]EMZIWr]-NBPIIv0?1No24M314 UJGIIaROgVLtlL30KIO2agm 5108 5-068 8.6 81A 2 9.W 12 8 3Y 4 1 n � d 5 y6\\ 3 94 I Rad011seh(XYl- I '02-00-141 LOADING(psi) SPACING 2-0-0 C81. DEP- in 0.) Vtlell UE PLATES GMP TCLL 20.0 Plate Gtlp DOL 1.25 TG 0.0! Verl(LL) 0.20 3 >349 240 MT20 209/190 TCDL 10.0 Landon DOL 1.25 BC 0.95 VedQL) -0.19 34 >349 180 BGDL 10.0 Code FBC2014?P1200] sKILL Bo Rep Stores lnu YES WAaBidx-0A5� Horz(]L) -0.32 2 We Na yyel9hC 25Ib FT=20% LUMBER- BRACING: TOP CHORD 2x9 SP No.2 TOPCHORD Structural WooO eheathing tlireotly applied or 5-10.8 do pugbts, BOTCHORD 2x4 SP No.2 except and vedoah. WEBS 2x4 SP No.3 BOTCHORD Rigid calling dreclly applied. MiTek recommends that Shbllizars and required crass Wool, be band duhngimss arecllOn,In adc.doncs rail Shbili]er inshllelianfix, REACTIONS. Pool.) 5=227r0-5E (min.0-1-8),2=1]NMechaniral,3=5]/Mechahcal Max Horz 5=193(LC 12) Max Uplift 2=11](LC 12),3=-Nft-C 12) Max Grav 5=22](LC 1),2 l70ftLC 1),3=113(LC 3) FORCES Qb)-Max.CompAtax.Ten. All forces 250(Ib)odors exceptafien shown. TOP CHORD 1-5=580242 BOTCHORD 4-5=-251VIN WEBS 1-4=-383/]24 NOTES- 1)Wind:ASCE 7-10;ViA W 30mph(3..and gust)Vasd=101mph:TCOLd.0pb1;BCDLS.OpsC h=25t;B>151h I-24it1 says-U;Cat. Il;EVC;End.,GCpi=0.18;MW FRS(dredlon ft antl C-C Extebor(2)0-1-12103.1-12,itedOr(1)31-12 to 5-012 2 .eM venlcal left asade qOC for members and forces&MW FRS for reactions shover;Lumber 001=1.60 plate but DOL=1.80 2)This IM85 has been designed for a 10.0 pat Whom acrd live load nmcwcunen(wdh any0t ergVe IoaCs. 3)-This ase tas been designed for a Ilve load of 200Wf on the bottom dtord in all areas attend a rectangle 360 tall by 2-0-0 wide atl lit debaser the bosom chord antl any other members. 4)Refer to gtrder(s)for ass to buss connections. 5)Provide mechanical connection(by others)of truss to beating plate capable of alihslanding 117 to uplift as font 2 and 36 lb upllt at Idrt 3. LOAD CASE(S) Standard QWAFNWaVxIN4MpnpereniM�neMaEAp HOIEe aN aNSINON[LVYEO NIIEp aEFENFN[F PAfiEMi]Inm.fe0.872fiE I(IOPEYBE �Wb Ia�m�YwAti MIIek9cnnredorz IPk[lesion almsl WY ul*+�W�anetw Ywwn.ux]ala m tMuticl Wk1Ftl aN�raae.ml InffiiMan Bskvaua IMnW[4p 0aaPa mnl wMN bp4WkdYINo1dY{F�WmielmaM Pcf�a6YbcaWduere etlundnx—U riWGrbad�.BxtpYVACOIalkbge,eni[wpYpd aelXlWlnmweDWlla clntlman�isa9Y NkalMxdlamW aY W'pamvanidabx{ 6 QwM�e[]t6Y ICV#YAIh m],o PevMl ttl4Aa wM Gia Pw�.�d HEY m]P9arY��W e.1p YaNad YLLYau.'e W ad•6 M kdkolbC,Mgry.tl9a'erY.NeclbnaVfdu39 oleuvasmiais Mfe�maaMX9/MI OviMQYxW Y]60Fm4 FCtl a�Iq CUN411Ma I...R. y4fylppmdq�W:ldiz tan Fra Ntl9lrcXMe,RIe H.lee$eM4 S11e 312 Nem 1b V/r T✓01<. mea mans We y Tudesimb 1fea5Tux 6JE Zotan M 1 JW Rate... an" BJMNB6mW'x�eNS4W/„I Fair not Nun:9010e Jun Ya-I.%M-anineJun25k0fa Mnµ_""IR Fa Ftl Oa 1 Res. Fella1 10:Wd GSuC�PF]oCtWW]ErMaw11lvc1F9dogMRvxJS iYp5C1MFRE,Dv' cam four 660 6We=110.6 2 80 12 B n ml� ] A Jap 1 I 3 art PIt OIlsxbF(XY) f '02806 LOADING(psi) SPAGNG- 7�.25 CSI. DEFL In (t.) Vdd Led PLATES GRIP TCLL 20.0 Rete Grip DOL TG 0.52 VeR(LL) 0.10 94 s]OS 240 MT20 24N180 TCDL t0.0 Lumber DOL BC 0.4] Wft(TL) 0.1] 36 x4011 180.0 ' Rep Stress Ina WB 0.00 Hool 0.03 1 We Na ae FBC2010fPWt"-MS Weight 20 he FT=20% LUMBER- BRACING- TOP CHORD 20SPNo2TOPCHORD Structural wall sheathing dradly applied or&”oc purlins. BOT CHORD 2x4 SP all BOT CHORD Rigid ceifmg diradly applied or 1000 m Dradng. WEDGE MITek recommends iM1et SlaNllzem and required cross DraW1g Left 2x4 SP No.3 al 'stalled during Wss eredbn,In aaortler¢e xtlh Sleblllxer Irelallatlon ulde REACTIONS. (lbrmot 2=157011,1echanical,G�Mechanldal,l=23%rL" (min.01 8) Max Horn 1=122(LC 12) Max Uplift?-1 WILD 12).1=-26(LC 12) Max Gra,2-_l5](LC 1),3=111(LC 3),1=228(LC 1) FORCES. (Ib)-Max.CompMlex.Ten.-All forces 250(lb)Forrester except wen shoan. NOTE& 1)Wind:ASCE]-10;VUR=130mph(3aecand gust)Vasd=101mph;TCDI=SOpel;BCDLdDpd;R25Ii;BdSft;L=241t',eava=411;Cat. II;Exp C;End., MWFRS(dreclional)and CC Extador(2)0.00 to 3-0.0,Illeda(1)360 to 5-114 Foal for members antl forces&MFRS for reactions show;Lumber DOL-1W plate She DOL=1.80 2)This truss has been deslgtwd for a 10.0 psi bottom mora live load nonconeument Win any other live toads. 3)-This truss beer been dedgme,for a live lead of 20.0psf on the bottom come in all areas xhma a rectangle 380 tell by O0 wle W11 hl behaven the Whom chord and any other members. 4)Refer to glNer(s)for truss to butts connections. 5)Provide mechanleal connection(by others)0 buss to bearing plate capable of xiOstanding 1 D to uplift of j0hot 2 and 26 to With at joint 1. LOAD CASE(S) Standard QWI.-Wlh Mrlp AYIMrMYl4 PFJONOFff ON.A.., aCOMr/ENaVfR....Fa FIA—.c." a. I%4TWpbite. WInemarco—i"', m eD>aNOJYrMnPa"cnalds Yawn,aWabmF9NMd hJ,Lgcanprem rot Iunuccag eslwe ve.11retulrlq JeLLypr muf�o4ha¢txnituY` hof Ma(Fr paanaien mlWWn1Y hwvµaale M� sFlo Meoalm WJq@YT.Hu'iPYxACaleJabpevmf WcplMolhMMd lnnwehm]/w cMnd mambneNY.MtlMM Inm@W ONCmmamltr¢xy etlw4re�aQlW lu llhabfopevenl Wane Wlhp+aJ4u FpwW t}xyaYJ pgerlY WrWo.fa parertl BJdvicere6�dxp Ilre kbkelbn tlarVo.Odis NYly.ax[Ibnatld¢lq ilnmaafglnr¢MIaM>aeAHl41N14dh(]YxM.6f9-AYKIBGLWY'iq CanVnrxni teWFub EWBM. ,HYyxYumaM. aMMb twn e�nRllnNlule,Rla N.Ion skeel.alNal2 Nea0rM.VR'MJII. Terrye,Fl 9y10 ,10b Q4, y Tt[e011M 11HSTW FJi6 bak'OP^ 11 .bb Rafererce fail BWNYq Cdry[nw00y91).JtbMMY.FI Rur 0010.Jun As tate tna 0 ata.Jun R5.1.MTek Inw5lrY.,lrc hh.IX11433:02'NITPUPI ID:Wa 8e _ppF74 lI 7En4 17,NZNFgd„ ,V.UBi9Yp5COBPE3ErDUggbScaZD Y2 640 6-00 earth-1:135 2 3.0 12 e T � Q T � 1 I 3 8z._ LOADING gerg SPACING- 2-0-0 Cu. DER In (roc) Vtlefl ud PLATES GRIP TCU_ 20.0Plate Grip DOL 1.25 TC 0.58 Weill 0.19 3E s369 240 W20 244190 TGDL 10.0 Lumber DOL 1.25 BC 0.56 VedQL) -0.16 3E a433 180 BCLL 0.0 ' Rep Sires r Incr YES WB 0.00 Hoa(TL) 403 2 Na Na BCDL 10.0 Gode FBC2014?PI2007 Metdx-MS Weight 181b l20X LUMBEW BRACING- TOPGHORD 2x4 SP N0.2 TOP CHORD Stluclural wood ahee”,directly a polar or 6 0.00a pudlre. BOT CHORD 20 SP No.2 BOT CHORD Rgid calling dlrodily applied or 100-0 oa trading. MITek....Me that Stabllizeas and required cross tracing be Installed ruling truss erection,in accordance Win Stattllzer Installation came. REACTIONS. gidslza) 1=23l (min.0-1-8),2=1� MniCM,�7Wr aniwl All Harz "7(LC 8) Melt Upllfl 1=-147(LC 8),2=-1 WILD 8),3=64(LG 8) Mex G.1=238(LG 1),2=162(LC 1),3=111(LC 3) FORCES. (lb) Mex.CompMlax.Ten.-All forces 25011th)arless except'.M.slwwn. NOTES 1)Wil ASCE 7-10;V rt=130mph(3-second gust)Vear=t0lmph;TGDL=5.Opsf;BCDL=SApsi;h=25X;BylSq l eave=41;Cal. 11;Exp G;Encl.,GCpi=0.18;MW FRS(dlrectlonal)and C C F anor(2)0-0-0to SO-0,In OOr (1)3U O to it 14 zone;porch left and right exposed;C-G for members and l0rcas 8 MW FRS lar reactions shown;Lumber OOL=1.60 plate gdp DOL=1.60 2)This truss has been designed for a 10.0 psi bottom MOM live load nonwncunant w11h anyother Ilve loads. 3)'This truss has been designed lot a live load at 20.Opa on the bottom choN in all MM More a rectangle 36o hrl1 by 2-M Mae 1w11 fit beMreen the Whom MON and any 0fter members. 4)Hofer to girders)for three to truss conneoilans. 5)Provide mechanical connection(by others)of blas to bearing plate caped.of withstanding 147 to afire W joint 1.106 lb uplift at joint 2 and 64 lb uplift al joint a LOAD CASE(S) Slanderd �WARNMe N/y la param. FAO 3 rIE l3 00.YaL e— LJ mM .� In ]z1J kl J. Lu Mtld111p - 1 tluswq RU MYIi Gt v ry ry1k YRIN f HN 1r N bM-M c ]PY3 I f IW a'I MNdrq Cetln a pYxlcal dkla r—I hul.ts, NWI weDad/ a:ern MY. M41tlmwL lu Yi,tl1»immnlMmlMl e save IW,� asaii..r�.�MM¢Mnln�r wJm1.M 1wMfI0VIPl1 GvA QYxb.05e�uMW0C51 wXdyfanl .n1 BBW F.It.1.MO. edMy IrFwnMM trvy2ia Yen I�Rale IrcXMe,21e N lea Street SWY314,Olerm]Yi VRY1314. T.np..FL 3M10 toss os ype tYPly mutt 11835TOA FJ2a J%'kCgMl to 1 Job Referenceo ohni eWpnpoar,nr en,a,,.&sSVT1a FI=M Nm'.9010a JME2016 VreJ:a010¢Jun25 Imfi MRM YIal" In FvbW 1..3 32n 1]Pogo1 ID:W¢G8dC_ppF7hCIMN7EmzlWr7 JeXWjah�2gXDgIPWrUld34pcT21TsvxLgeomgr_ 1,0.0 400 Scale-1:22.4 2 800112 5 2n II 1 `a 4 yi4- LOADING Hato SPACING 2-00 CSL DEFY. in (roc) Wall Ud PLATES GRIP TOLL 20.0 PlateGip DOL 1.25 TC 0.83 VOR(LL) 0.03 3i >g99 240 W20 244/190 TCDL 10.0 LMnber DOL 1.25 BC 0.42 V.b TL) -0.03 34 >Sug 180 BOLL 0.0Hep Stress Inc, VES WB 0.00 H.(TL) -0.10 2 Na Na BCDL 10.0 Code FBC2OIA?PI2OW Matrix-MS Wer 15 lb 17=20% LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Skudmrul Moil sheathing dusayapplied or440 oc WHIM, Mad BOT CHORD 2x4 SP No.2 and ylinfi is. WEBS 2x4SP No.3 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc Swing. MITek recommends that Stahl m end required crass bracing be,Mtalled during buss erection,In a=rdance�Am Sab1112ar IPatdatlondust REACTIOFIS. Oblee) 4=15M-5-8 (min.0-1-8),2=10]1M MnkW,3=44RJachmical Max Hort 4_-13RLC 12) Max Uplift 2=- (LC 12).3-13(!-C 12) Max Gray 4=152(LC 1),2=113(LC 17),3=73(LC 3( FORCES. (Ib)-Max.Comp-Max.Ten.-A11 tomes 250(Ib)or less except Men sMwn. NOTES 1)Wind ASCE 740;Vult=l Wmph(3-second gust)Vesd=t Otmph;TCDL=5.OpsC BCDL=5 Opsl;h=25ft;B,L511;1--24it1 eeve-ift;Cat. 11;EVC;End.,G0=O.18;MW FRS(dred10MI)and CC E.xtdor(2)0-1-121031-12,Inlarlm,R)31-12 t03-11<.,end veMcel lett eVorred;G-C for members and forces S MM/FRS for reactions drovm;Lumber DOL=1 60 plate gnp DOL=1.60 2)This Voss has been designed for a 1 Oo p if W om droll live load nonconcurrent Who any Omer Ilve loads. 3)-This toss hes bean deslgned for a live load of 20.Optf on the bottom chard In d1 areas Mere a rectangle 3-0-0tell by 2 0 0 Woe Wil tit Sateen the bottom chord and any other members. 4)Refer to glydeds)for toss to Truss wnnedians. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 921b uplm at joint 2 and 1311,uplift at joint 3. LOAD CASE(S) Standard QWIaNNOVMIyMYJny++mMeW PEAO N01Et ON 1l®4NO MLYOFOYIEN NEFEWNG<eldf W)4Anv.1plY�Nl4I[NPC USE @Marl WN Ia IeeaYYYAIII MIIeA®cwneclai Ptlede5lT 6 Wva1MY ulm Iwmrelenflwwn mtl41d m MW.rtl MAQpcmmpdmt rot 01m ryilem.�Iqe wr.IM MiSpdgXm mrsl wMry Xieq{UcaSFNof tlegn geunelersm]gcgellyF rim no efarle{In Mo Teowxdl WtAg Q%gl aacYq Yexculetlklo weYerg MKaegallvkMWlrw weDagru clvaa mem�ndYY.AMMad pmldaT'dd ger^dir^a Ma Lp MRek' 6tlwali regWtW bsNtlllyatllu wevenleWlgfe ugllp nq'IvnvJ ti uYUM wrYlerlY WruYR.Fn 9er¢rtl aMdmcerapztlp fre N4PeMENeM. IWhllgn Ygeye.tldNdy.aeclknaMM AgoIMffism]Inw Mlerm.mGXL/IRI fY.WYCNxY{UHdPaM aC51WMgCnlTuere Terrya.FL 3E10 Sally INwnlaXm avtllRie hdn 4�m FW1e YwXIIde.21aN tae Nxel S11e311.Ne[agb.VA22]I<. loss nrs Yle Tiampee 11B0B10A FOt fINIbYls si GMk 1 Job Reierelwe J.,toneg &4YIPCoryawW 6LgYy,btMNrtuYh.FI32Yve flUR80109 Ln25F7 l 7En4ztun25ROtewwAtKIAXN 4lra Ftl FWWM2llisn Pye1 ID:WmG9uC-0PF]oCIwIW]En4xIWr]-nmSuwwA1KIAXip051]IOUWHTD023iIM8 5D9T2oay2 B BF B SligoN.2 13N- 2 3 4 5 6 7 8 8 10 11 12 24 9 22 21 adl 18 1e O 18 15 16 13 3M= - - i to 04 1489 Plai O8 els(XYI- [MG-1-8,Eccel _ LOADING(psi) SPACING, 2-0-0 CSI. OEFL. In (l00) Irde8 IM PLATES GMP TCU 10.0 Plate Grip DOL 1.00 TC 0.10 Ved(LL) oft - we 999 W20 244]190 TOM10.0 lunber DOL 1.00 BC 0.01 VadkL We - we 999 BOLL 0.0 Rep Stress lno] YES WB 0.01 Hor2(TL) 000 13 We om BCDL 5.0 Code FBC20147P12007 AliS Weight:8810 FT=ME.I ME LUMBER- BRACING TOP CHORD 2x4 SP No.2(8at) TOPCHORD Stmcturat wood sheaiMrlp directly eppgetl or 6"oc pudils, swept BOT CHORD 2x1 SP No.2(8at) eed vieces. WEBS 20 SP 1,10.3(Oat) BOTCHORD Rigid calling directly applied or 1000 cc timing, OTHERS 20 SP No.3QteQ REACTIONS. All peelings l4 gin- Max Grey All reactions 25010 or less at(oim(s)24,13,23,22,21,20,19,18,1],16,15,14 FORCES Ob)-Max.Comp. l .Ten.-All forces 250(Ib)or less swept when shown. NOTE& 1)All plates Bre 1.5x3 MT20 unless otllen ese indicated. 2)Gabe requlres condrwous bottom chord bearing. 3)Truss to be lully sheathed Ilam one lace or securely bracetl against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0oc. 5)Recommentl 2xfi s0ongbecka,on etlge,spaced at 10-0-0 oc end tastened a each t sa with 3-10a(0.131'X3')nails. Stmtbacks to b r atlachad to walls at mer outer ends or reslmined by oMer means. LOAD CASE(S) Standard QWIeNNO�VwXy EUlan pernaaei asp Na]fa QV 1M94Xe NCLUOEeePIEN FEFG4NCE FIOf/Y]4Am.I0VY1YI5 eFI0eEV5E �� WYT Wp MUW wYY1Mln LYIekAcmreclurs,BY5�9q�BNa'IaYY�W�Psanelelsflwun m]K la mMIN9tiY da3�p�Mb�l,rot filEbyYan WiWeul9.MlnYr•gdew� Wr�lh Bn gTAklflM oltlSY{F�pWanelelSnM POIxiaYe+Wde Bh deals lNu llw waM n14h9 deAT�.AWNt!'lcotedtlO PeVaelldfllrg u1LM42 Jfi�nweDOd]u clvOmemDar MY. MM1emW Waq FSK^uenlMx'n3 Mill tWO/114)ledlrc MlllYaMbpeWnicdl�eMln GaxnitlfrYm]Po1w�h�Wnq{e. rp�laolguAAH:e�epatlp fre 1114 Parke Ee%nl ta eNY. ktkalGtalway tlHWN.erecicnaddafpd MmtnaNfimryelam ReMIL/RII Mh Gl[xIo.0Yd9aq BCSI4iiq CanPw�wtl 9aINy Wpmdpn auMAefian11u4Mhtu611M.21BN.lee SM1eeL91b312 NemMIa VT'IR31 E._ _ ierrye.Fl a Dow ypa TILOL]6] ag5}W f02 Flw18uNgIleE Geda Job Reference(optional) IBtltlLq Om,ol...N/.JeckwlMlq F13YL56 Fm'BOl0le Jun252n1—Inr a0105Junz5nmS wAtInOUN 17 FIWHTCWYf'Me01]PaPil �1A Ib. cvG8uC_ppF]oClwtW7En4ztW0-0m59WWAM1Axxplsl]1WWHTCp291A1B_SDgT30ggZ n Ytle:3'B'=1' yy= 36 FP= 1 2 3 4 5 6 ] 0 P 10 11 12 13 N 15 I6 17 rNJ par 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 1e le 3z4= 3x4= 3m FP= N4 II tO59 1458 Piefe OB els(%.Y1 !33'0.1 6 Edcel IAAOING(pelf SPACING 2AA C81. BEFL. in pop) Intel Utl PlAlES GPoP TO 40.0 Plate Grip DOL 1.00 TG D.10 Ved(LL) Na - We 9BB MT20 244/190 TCDL 10.0 Limber DOL 1.110 BC 11.01 Ved(TL) Ne - Na 999 BCLL 0.0 Rep Stress lnw YES WB 0.09 HON(R) -0.00 18 We we BCDL SO CW FBC2014RPI20W Ma1811-5 Weight:BB ID FT=20%F,11%E LUMBIM BRACING TOP CHORD 2x9 SP No.2(Oat) TOPCHORD Strudurel wool stleething directly applied or 1040 W punl0s, BOTCHORD 2x4 SP No.2glat) except and withcam. WEBS 2x4 SP No.3(8at) BOTCHORD Rigid ce111ng directly apptled or 6-00 oc bracing, Except: OTHERS 2x4 SP No3(flat) 10-0-0oc bredmg:3334. REACTIONS. All maNgs 19-5E. did)- MadUplift All uplift 1001boriearrAjdnQs)18 Max Grev AII,.0llons2WIborlessatjdnt(s)34,18,33,32,31,3D,2927,28,25,24,23,22,21,20, 19 FORCES. (Ib) Max.CompMlax,Ten.-Ail fomes 250(16)Ways accept Men shown. NOTES, 1)AT plates are 1.5x3 MT20 unless otherease Indlicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one lace or securely breoad agai0st lateral movement(i.e.diagonal web). 4)Gable s9ps spaced at 1-4-0 ori. 5)Phvlde mechanical cmmectlon(by others)of buss to bearing plata capade of uitM1atentling 100 to up11h at jolnt(s)18, 6)Recommend 2x6 al ongbacks,on edge,spaced at IC-0-0 oc and banned to each truss MM 3100(DA 31x 3')nails. SVongbacks tP be attached to walls at Heir order ends or Tendered by other means. 7)CAUTION,Do not erect them bwoends. LOAD CASE(S) Summed Asommadi-T'"manp..a.la.e-aFA0N0]Ee—has adsMLdded—aPEFF 'Assee/]49m'.ande"59EWafLSE t in lwue arYYw•41n MIH4W c i—mii Tbtleskn k[v»1 rolmoo homm.ten..nM61u mM3WMdetlYgcmp✓^c I,roc 1r�vnwlan aelwe,te.Ila lMASy tlearywr ma vMN by 444c?IIIYortleOptlb�>aclers aM ryegeM FcuNaala nttlaLL3nnlo tte watt abVdeYTBCr1V Yr$aleOkbPeW111 lv MakrM]I JInmwBU WJlu tlwd memlascnY. Nltllbdlaml�aW ad Famapnl Lva'lre M ek' k Wali ra]w�M9YYM WJb PevaNcdq®wflyOLw Pxu' d bP]yaMPnF�tHtWntye.(or gered p.wte9athp Ts assail M1dese ones. meneWJ dOyM sunme nv.l rI 5MMN 1A.O 11I p3B9P agBCM MtPw6q CwnWrlaN 04PoM1aF IsM. sytlYfllprnpYp,mNdip San 9ls MekWllule.218 N.W3xeeL 516312 NemMb.vn 1314, telrps.FL R5t0 ss peQly Ply I T1OG]09 118aSTW F03 Fba IR 1 Job Pelererce tional Saida,L r.nt SUCp/J lbaralu.FI2YtY RM"00108 Jln'J52016PM'a010B3m 2'"o"' MOBC In OZe!43Ia RFW 09 f4Ya:A5 Y01]PBge1 ID:Wcc000C_ppFTaClabW]Eh4h Wr].GyIG8GBW5bIO3zN3egIFFIgUld�Rib.NegmLYzaggy 61-8 H 1140 148 scale-1:32"6 sssw 4x6= w— s,s= 1,Sc1= bE= 1N9 II 115/J 11 3a FP= 13XJ= 1 2 3 4 5 6 ] a 9 10 11 21 20 1a 19 17 16 15 14 13 12 406= 408= 3,12 Mi%HS FP= 215= 4C8= 6x611 1$04910 660 12-11-0 1668 1]-119 _ MN 180 260 ~ no 658 269 280 1EA Plate Oilsels V 1.E 0-1 8 11 OI-B,Edwl,112,Edue.0-1 M.117:013 Ede [18,01-8.Edwl LOADING(ps1) SPACING- 2-0-0 CSI. DEFL. In (Ix) Mean UC PLATES GRIP TCL- 40.0 Plate Gnp DOI 1dD TC 0.72 Verl(LL) -0.321]-18 >]t] 360 W20 244/190 TCDL 10.0 Lumber DOL Ida BC OR Ved(TL) -0.501]-18 s458 240 M18SHS 244/190 BCLL ao Rep Saress Incr NO WB O66 Horz(TL) 0.09 12 Ne Ne BCDL 5.0 Code FBC20lGP12007 wall Wo1ghL 101 Ib FT=20%F,11%E LUMBER- BRACING TOP CHORD A4SPNo.2(flai TOPCHORD Sbuotural wood shea"W directly applied or S]-1 oc punins, except BOT CHORD 2x4 SP No.1(tial) and venicab. WEBS 20 SP N8.3(flat) BOTCHORD Rigid celllog directly applied or l0-00 oc bracing. REACTIONS. (Iwsize) 22=105W-Se (min.0-13),124%Wechanlcai FORCES gb)-Max.Comp./Max.Ten.-AII forces 250(Ib)or less except wren slwwn. TOPCHORD 22-23-10 .1-23=-1W&O1224=-2580/011-24=-255]/0,1-2-10815,2-3==269 . 34=-3]135,4-5—$212M.5 6=-4212/0,6-]=4212/0]8=-3]40N,8-9=-274M, �0-212]aslo,1011=-lla]/o BOTCHORD 20-21=0/223],19-20=w3334.1S19=w406],1]-16=014212.16-1]-0/4083,i5-16=1u40e3. 14-15=0/3371,13-14=02093 WEBS 11-19--0/13]8,1-21�1 X5,10.11-131]I0,221=-1336,10-145506,2-20820. 5148]05,3-20=-864/0 9-15-0Ri4,3-13-0/528,]-15=-4)610,4-19-492/0, 74]=-16]/499,4-18-11361520 NOTES 1)Unbalanced floor Ilse loads have been considered for this assign. 2)AR plates ere MT20 plates unless aftmou m iWhot ed. 3)NI plates are 3x4 MT20 unless otheoMse Indicated. 4)Refer to glodegs)for floss to buss colmecbons. 5)Recommend 2x6 stmgbacks,on edge,spaced at 100-0 m and fastened to each buss Wth 3-1 W(0.131'X 3')nails. Strcxlgb ks t0beattachedt0WNIsat Meir Wleralld3ormstmn by OMermearls. 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead♦Floor Live(balanced):Lumber Increase=L00,Plata Iocreaae=1.00 Unito0n Loads(ph) Vert:12-22-10,1-11=100 Concentrated Loads Qb) Ven:11-1520 V w4axwa.vny4.eveP�.mxeN�4RFavxores ox mrs OxonvcwoaoMnexaaFaa4xcev4a55w]m,...r,ma]rsesoaeuse �' D_JOn wMMlrn,maNY MT MIIeIeW wn�wsbnnNa tl, ,a4xitlonlY4 Wamele¢Nowa.aad kid mCVJIYM.M 4aeggwmpvwnt cal o� yslem.Belle uS.Ila lxMdly tle9pex mutve�lry Ma arMl-dAlry of tle�k{nlb�mrelars rnA poq:,ly p,cengvala NkdBYJP FIOIMovalJl add rid otaci,WJtaldto rsEoW oollMe NmwellyarsicMeft bxsWv. doosssmse , soddpeamamlUucaq MtTBk' atlwap�a"o"do of .u✓J i.-1 ca wM PoOaMe Paxmf aV,YaW MI.1v 1pe. kn pnxntlp.1fal B(N,do n,e aP.M1.EM axe. 1 u InfrSaone.sabe foorn ow rnikultru ,216 N eme0aeta 31 Z ol,XWINI VA MM9101eau.000-0vaq K3lwtlnp Can,axnl T OJYy IammOm ovddle Dan 1v Rale alrmnB.216 N.lee Slreai,Sale 312 Neaatllla V,4R2ild. ie�rye,FL x3610 . ype Fly N6]BB 118af10A FOL Flm 3 1 lob RMererra o konel BIXMYq Gbrymwtl 3l{pIJ.JMawMY.FlYLY 01 Ln25Ale0sJIn2520r I vYe FFr16201]Paag xID,WcGX_ pFCIMW7E4Wr]-kOCeLcCOFA7yFpYCUMMlYdAU41eKLz 04 8 HI la" 1-24 IYl =1:J28 4P5 4.6= a6= 1.5uA= 48= 1.6411 15YJ 11 9f IB FP= 1.56= 1 2 3 4 5 6 ] 8 9 10 11 �23 24 p Y 21 20 19 18 17 16 15 14 13 46= ha axis M106H6 FP= JIm= N8= 190 4-0O Bb9 121141 1668 1]-11-0 1&6d 190 2bU 26-0 853 2L.0 280 199 plate O11 ab (XY1- I ,Edn 01-81 11101-8 Edqel,117,0-1-O.Edgel,18'0-1 8,Edttpj LOADING Inst) SPACING 2-0.0 CSI. DEFL. In (los) I I PLATES GRIP TOLL 40.0 Plate Gdp DOL 1.00 TO 0.58 Ved(L ) -0.321]48 >725 360 KIM 214/190 TCDL 10.0 l8mber DOL 1.00 BC O.T/ Ved(TL) 0 1]-18 >485 240 M18SHS 244/19(r BCLL 0.0 Rep Stress lncr YES WB 0.88 H=(TL) 0.09 12 We We SCDL 5.0 Come FBC2014/TPbN)V Maarx-S Welgm:10111, FT=20%F,11%E LUMBER- BRACING TOPCHORD 2x4SPNo.2(Bat) TOPCHORD S1m=rX=Wsheathingdirectlyapplledor5-&locpudins, except BOTCHORD 2x4SPNo,I(f1at) elM verticals. WEBS 2x4 SP Nd.3(Ilat) BOTCHORD Rigid calling directly applled or IO00 cc bracing. REACTIONS. (INslze) 22=1050A)" (min.0-1-8),12=1050/O5A (min.0-1e) FORCES. (ID)-Max.CwnD/Max.Tan.-All loran 250(Ib)or less except Me,shovm. TOPCHORD 22-23=-1045/0,1-23=-104M ,12@4=-10454;11-24=-1044/0,1-2=-107M.23=2683), 33=-3888/0,4-5=4173),36=317310,6 7=31 M.7-8=-368610,8-9=-288310, 9-10=2883),10.11=10750 BOTCHORD 21-21=0!2028,1981 =l3,18-19=440381]-10=0/41]3,16-17=0/4038,15-18=M4038, 1L15- / 313,1394=0/2026 WEBS 11-13--011388,1.21=d/1M.M13=1323),2-21=1323),10.14-01913,2-20 1813, 8-14_8]7),3-20=8]7),8-15 1521,319-01521,7 15=-4MM,4-19-4M. 797=-1]7/509,418=-177/508 NOTES_ 1)Unbeancem floor Ilya loatls Deme bean conslmerem for this design. - 2)All plame;are MT20 plates chess omooMme indicator. 3)NI plates are 3x4 MT20 unless Oneness indicates. 4)Recommend 2x8 strongbacks,on edge,spaced!at 10-0-0 oc and fastened to each trust MM 3110(0.131 X3.)nails. SVong0ac4s to be attached to wells at lhelr outer ends or restrained by other means. LOAD CASE(S) Standard Q WAMIWa-VMy PMYMI er4 a6L0 XO]FH CN iaM INO NLLUOEa MIEF IIEF6i1NCE/AOE.ILL]Il9 m.IOOYSM6 eEWPEV9E = 9zelc c.she MIBkAcwoeb,a nREtleYplsh Dxed�a4YW 1Womalem Pwxn.aNGIam oaQ 1bM1rtl canWiani.rot Ina Mlerrl BOlde lrs.IM ILW40mNd11er dial NhIM gTxkaAlhol Val2n Marelelead PMIYHcalxxab ME tlaWX1lMOXa wcaf blah30aA1� axkgkxtWMhlogaveh brcvapolkMM1AM IwxmUselorerorar�rrlonl.mrW.uuvorrl umwrwaawm,�nlHsva MITek' h Rwgirup4ed kn rlW4yatllope�micdlopmwTnrxdle vM kaaYaq PIXRMOanWe fa Wrlatlpkbxa repudlgaw am P..EWBNtl. IR4coIbM1 Yurye.abMerY.aecbloglMxYq IMme[wVJMUTI•Iern4.fm,WVIN1 O1re0h GtXxlo.Mld9aW aLL 4ilnPOurparlenl fdMYIrMMXan aWktAx M1an Iran Me fa01n1e.218 N.IBa Slreei,911e S120KravLN.VAR231 E, ienLre,FL 1Y10 nlsif i's. y nwuTro 11sss1. FOm P., s 1 JOU Rdererce o delal euil4inp Gw,pmeM SUFpI/.Je[bomib.f133?56 Run 80m.A.Ies is Pmf 00101 Jun Ps 2016.... Intlm4 Inc PoFMOa 14Ya J RUIi PoP 1 ID:WooG9uC11".Oy W]EnktN17 keCBLCCeevOFA7YFOV4UadAlkfWbPYJ4blelOLzoggx 018 1 Dal 130 F98 6110 1118 TRUSS DESIGNED TO SUPPORT NO CONCENTRATED LOADS AT ITS CANTILEVER END(S). 44- I.s6= 1.w= 1.4.1 '.. 4X8= I.D.= 1 2 3 5 8 i 9 18 1a 13 14 18 12 11 a 4.= 1. II 4ffi= 34- 1.43 II 31612 990 1380 1' B8 1560 1$0 2A-0 F 271 � 2-1612 L2 0 1i8 019 120 Ratecasaxi It Etl 0191 I &Etl 118:6 -8 Etlgel 113'0.1-8 Etlp 1 LOADING(psi) SPACING- 200 CSL DEFL in I.) IMII 17G PLATES GRIP TCLL 40.0 Plate Orip DOL 1.00 TG 0.54 Ved(LL) -0.14 12-13 >9B9 360 Mi20 241/190 TCDL 100 Lumber DOL 1.00 BG 0.80 V."(TL) -0.20 12-13 >802 240 BCLL 0.0 Rep Slues/nor YES WS 0.44 Hor2(FL) 0.03 10 We Na BCDL 5.0 Code FBC201,UTPIM7 MaMx-S Weight:001E FT=20%F,11%E LUMBER- BRACING- TOPCHORD 2x4 SP No21flet) TOPCHORD Sm Lural wootl sbenthog directly applied or 30-0 Dc pumne, except BOTCHORD 2x4 SP No.2(gat) end yemcab. WEBS 2x4 SP N0.3(flat) BOTCHORD RgM coiling dirsolyapplled or 10-04)oc bracing, Exists: 60-0 oc bracing:1011. REACTIONS. (Ibisies) 17=733105-8 (min.019),10=870)0-59 (min.0-18) Mex Gray 17 737(LC 3),10-876(LG 1) FORCES, (to) Max.Comp.M.Ter.-All forea5250(10)orleas except wrenshown. TOP CHORD 17-18=-MJ ,1-18-7=.1-2-MA),2-3=1579)0,3-4=-203&0,45=203&q,5 6=-167".6-7=71W BOTCHORD 15-18=0/130.5,141 5 4/2 0 3 8,13-1<-0 038,12-13�o 970,11-12=011335 WEBS 7-10=.835)0,1-18=01028,7-11=M25,2-16-8 & 11=864)0,2-15=01473,5-02-0478,315=571)0, 612=419A).5-13=1111362 NOTES 1)Unbalance!floor We Toads have been considered for this design. 2)Al plates ale 3x4 MT20 unless ot11e1wtse Indicated, 3)Recommend!M strongbacks,on edge,spacetl at 1060 oc"faetened to oa tmss wim 3-10d(0.131"X 3')nails. Strongbacks to be attached to wells at their outer ends or restrained by direr means. 4)CAUTION,Do not erect Huss beokwartls. LOAD CASES) Standard �W4 aNNDVVXy Cetlpnpnmrwx✓sM aEIDN01E5 CN iel4IX0 NLLUDE06NEN a8iFNINLE PALEI�18len✓.ra6XPI6aEfOaE DeE CeYgl,ndld la um oNY mm MlaMoaxuwkRRkde8g185seDaIV0Wll paanaien Nex..n.aniklw an MAutlx1 WMhgcw�01.m1 o infordem helps iay.Xn dlWrvitle{lre1mut vaeN I11e cRAkMi1Y oltivYT paarelan m]Pe[�IY11caWde AW mDx1 bio Meovab' Ir.MbpcYsbn. ®«tgkxMcolMalo wel'eM WCFYq u1MMWnlmweUOdhv lvamemEMdYv. P6TMn11emR aYaN pamawntI,«cDa WOW kuWoyi re Wee lW MtlNly soctmoond.lgtev415��vexl sWlym]agRllYdvngTe.fa pw�ua plIXe'cerepaageur kt/.Dlbl naWe WNelylneclmaW tnwlroollNsmaW BoiIryslantseGN11/IHI OUNNQYeMel3kVmE K31 M1tl1YCempulnl mrs,FIL MIDW. Byely 4lpmdm mWMe flan Iw Rab✓u0Me.218N.beeams 312 Neaa1:M6 VA9311. Te1gs.FL Y1610 a no a n1 11aa5iW Jcb Reference o ar.a BWtlYp CcnpMW88i(pN..libpwYY.F13tR58 Fluna010e Jw P5R IhdfV:e0108lr7352016Mn8MIMmHX he FXFrLe31a:Y3tl]R01Hdwl = ID:YVxO6uCypF]aCIw1W]EMZIWr)Ct]rYJYyDadDY60HXA FE)WevpsOtw 10gx0Hrao0gw OtA q B H 130 �� S 1:222 lw II Aaa_ 1.sr3= are 1.641 II 1L3 II "w= 1 2 3 a E 6 ] e �6 1] p Y 14 13 12 11 0 S6= ,a= 1340 136E PI Chadd (ILY1- 1899-8 Edo 1 I Etl 1 113'01-B Edgel f14'0-18 Etl 1 WADING(psi) SPACING 2-0-0 C81. DEFL in (lac) Ytletl Ud PLATES GRIP TOLL 40.0 Plate Ghp OL 1.00 TC O.TB Val -0.16 12-13 s952 360W20 24G190 TCDL 10.0 Lurnber DOL 1.00 BC 0.83 W d(FL) -0.25 12-13 sell 240 BCLL 0.0 Rep Stress lna YES WB 0.48 Hor2(1L) 0.03 9 We Na BCDL SO Cade FBC2014(TP12D0] Mahm-S Welgh:71 lb R=20%F,11%E LUMBER- BRACING, TOPCHORD 2x4SPNO.Idmd) TOPCHORD Stm umlwoodsheatNWdimdlyapplledor6O0ocpudrns, except BOTCHORD 2x4SPNo.i(ffN) end verticais. WEBS 20 SP No.3(tlat) BOTCHORD Rigid calling dlredly applied or 10-0-0 oc brzdng. REACTIONS. (IWsize) 9=fl 3105-B (.In.0.14),15=713N 58 (min.0-18) FORCES. (Ib)-Merz.CompMax Ten.-All forces 2W flb)orlem exceptwhen Shovn. TOPCHORD 41)=-]tON.B-1]=-009N,2-3.1485/0,34=948510.45=14BY0,58=-194610,6-]=1598N,]-0=898N BOTCHORD 1415=M46,13-14� .12-13=0/1911,11-12=0/1091.1091=W1296 WEBS &10=0/BBQ)-10-83 ,711W/419,6-11=40M,513=-631M.4-13 /255,2d i-98)N,2-14 /1 W5, 3to=-091M NOTES- 1)unbalanced floor Ilve loads have been consldared for tlMe design. 2)All plates ere 3x4 MT20 unless otherwise indicated. 3)Recommend 2x8 stror i,loso .on edge,spaced at 10" oc and ladened to each truss Win 3-104(0.131X 3")reins. Slmngbacks to be attache]to walls at their ester ends or resbairm!by other means. LOAD CASE(S) Standard p-paread ry4.wnpe,.,nW.rc.e4aEAeXOIE50H]XIaANeMCWOEaN/rExaElFFANtEpP6EMF]HAnr.IOOY.tlI5AssmeY9E UaY./i Witl Mvee WY'uIN IvXlela r�Vuclas RYSMSgn6daea wMY upvm InianulorsAown,aNhlw�n YMWMW M o canptt rml MNxn �lae�ce.11w Wwre Wiyrw mml valN IM CRMI¢MY'N ortle9(p lNBamolemaM ocnv lxgxxale lNe Gelpn4,lo Re Quad Wr1g Wsyr. for "did to .on WCLar@o1Mv11d nrmweb W/a chnd mBmaars WY. M]IMrA IemP*W aticemwwnilxvi- 9 idwaye raglMbselvery mWlopev is .1Win WeL85 F�Vrr✓X LVeYaaJ'pWeMdarrNo, fa aAruol pldvrce m?ap Te AMnlbn Wa�o.delhmy, aeeinmd is .1 mmeManceeeWW/Mr euaNeiwrlaps�Mer4 KSl auMiYno^W^e^r 6Fpa Feb EeW�'4. 6yMytla�avtlJYe M1an lr�alblelYllluh.418 N.1eo3hee1.9Ne312 NemWM.Vh Y1314. Tairya,FL S6f0 o rias runs pe ilweanz 11SdiM Fn] FLODX Y Job Reference o oral BYtlYy EcnlMeM 81yptJ.JWamWY.N3EYY HW 80108 JYn Y5Y016P 7Ea gnJLri Y5Y01a De d Y6d HX N[ Frl Rb U319Y9-f]Ynf] Pay1 I D:W ccGeuC�pF]oCIwI W]EMZI W Y]-CLmOYyDmtl0Y6oHXR_FOIW8vwFO_%v01 DryJlHmnggx OA-0 q rB b=1:1]8 M8 II 1.5,9 II 2nd— 3 4 5 8 19 i6r9= q 13 12 11 10 B B 9 1.id I 1b311 04-0 1-10.0 11L 440 9-7a090 +ao 1.3.d fag sae Rale ORSNe(XVI 110.10 Etl 1 I '0 -8.Etl0el IS61-B EEoel 19'0.1-8 EOoel 12'0- 9 Etl 1 LOADING(psi) SPACING• 2-0.0 CBI. OEFL In (loc) Wag W PLATER GW TCIL 90.0 Pkte GRp DOL 1.W VaRILL) -0.0310.11 >BBB 380 MF20 24M1B0 TCOL 10.0 Lumber DOL lad Be 0.41 VBR(]L) -0.Od 10-11 >BBB 290 BGLL 0.0 Rep Sire.,., VES WB 0.39 Horz(rL) -0.W ] Na Na BC'L 5.0 Cotle FBC2019/rP1200] MNdx-S WeIgM:S4In FT=20%F,1M LUMBER- BRACING- TOPCHORD RACINGTOPCHORD 2z4SPNo.2(flW) TOPCHORD StmcWrelmWsheWhingdiredlyappllMor&DOccpudins, except BOTCHORD 2X4 SP No.2(Ilaf) end xerlloels. WEBS 2X4 SP No.9(flal) BOTCHORD Rigid ceiling dir6Cliyapplled or 10-0-0 oc bnclog. REACTIONS (INslze) 7=4959-5-8 (mill 0-1a),1=501/03S (min.01 6) FORCES. (Ib)-Max.ComprMax.Ten.-AII forces 250(Ib)or less except then shown. TOPCHORD 749= ,649=38]N,1-2_536N,2-3=-]55 ,34=941/,45=WIM.56_44W0 BOTCHORD 1142-0/535,10-11=0941,410=0.J41,8-B=0Ia20 WEBS 242=-435M,1-12=0/696,&8=&563,2-11=0/300,5-8-529/0,3-11=2819,69 /286 NOTES- 1) OTESt)Unbalanced floor live loads have been considered for this all 2)All plates are 3x4 MT20 unless drionsi indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-040 00 and fastened to each truss MM 3-10d(0.131"X 3-)nails. Strongbacks t0 beachto walls at their outer ends or restrained by other means. 4)Gap between Inside of lop choral teeing and lint diagonal or vertical web shall not exceed 0.SOOIn. 5)CAUTION,Do not end truss backwards. LOAD CASE(S) Standard �w4eri Vwx MNen lime—and xx4e Ne]RpI raBYIe fILLI/OEOY'IEX aEFFJYX8f O Agn MnYltlm la Bxul+w:euaY eJlt 1A11eM4 e:annx:lurs.RB@g9�6baMeNYupX�p�anelan Ywx>LPaAGvJEhMleaxmce—real e rxo so,Mrhohon"rearm mWw2mm1—hm or",NueproeaEl�ree nLcvrue�ta l MMICtrIr19�Ai l a Aq�Ncoletlhlo pavbnldKllYgollMtl]In®weDm]/welwama�nln:aYv.etliMdem{duymel�emu¢nnaOCYV htlwM1re[IIIeJ'lpiMXMIYaM bpewe4 dalogawlmpor+e Wm�dp9eYaMgWiXlV thriQ"!e. Id1.da YtlNglbt Mdaae.tlgrwvy,tveclknadda[:11pd MmuaM MtlaysNmi s.WWN/nM10uWYCMeb,ms.e. I8CY BUY41p CaTPolwe 6W4Pub EMBYB. windy IradmuMn wt fxxm PbmMM VAYsshn. Tarp.,FL sam Job rIear y11B n® m 11NST0A Re FLOJP GIf1OEP 1 J0b Ralvan ii U IMBI Pt viewW �eVIYINGanwrsµ .azxwmMY.Fls225a Wnr1YDBUCPPl,nF7IIMW)EWLLm0YyDDDHXRFGIWw "D�JWzN" 6141 1. 3xa it 1-16 2 3r.4- lad S &4 li I-7 r sous=1:e.1 c A= 5 4 F7S; 35= 1i0 2-000 1-bo Iso PI CASH (XYN PlEdwiti — LOADING=9 SPACING 2410 CSI. DEFL In (I.) Weft i PLATES GRIP TCL, 40.0 S' GOp DOL t11O TC 0.50 Ved(LL) 0.00 5 "^ 380 MT20 244/19D TOOL 10.0 Umber DOL t0O BC 0.18 Ved(TL) -0.Oi 4-5 sggg 240 Pit BOLL 0.0 Rep Stress lncr NO WB 0.10 HOG(TL) 0.00 4 Ne Na BCDL 5.0 Code FBC2O14/TPI20OT Matdx-S eight 18141 FT=20%F,11%E LUMBEG BRACING TOP CHORD 2x45PNo2ilat) TOPCHORD Simcturaiwnod shearmag diredlyapplled m2-100topudins, BOT CHORD 2x4 SP No iat) ®ceps and Velllpala. WEBS 2x4 SP No.3(IlaO BOTOHORD Rigid wiling dlreciy applied or 10-0O M blai REACTIONS. (INsire) 5=B65m38 (min.0-1-s),4=2]DMecbamral FORCES. (Ib)-Mex.Comp&lax.Ton.-Ail forces 2W ib)mless except when shown. TOP CHORD 1-5=58&0 BOTCHORD 4-5=1U341 WEBS 2-4=41510.2 5=435/0 NOTES- 11 Refer to girders)for truss to more connections. 2)Recanmentl 2x6 stiongbacks,m edge,spaced at In" m end fastened to each floss Mth 3-lW(0.131'X 3')nags. Slrongbacks to be amended!to walls at Ihelr outer ends or restimme l by oprer means. 3)CAUTION,Do not erect truss backwards. LOAD CASE(S) Slmtlerd 1)Dead+Floor Uses(balalwed):Lumber Irrease=1.00,Plate Incresse=l.0D Undorm Loads(pli Vent 4 5=-10.13=-tOo Conwntrated Loads gat Vert:1=-0506=408 YWANINOuwuiss.'p Ir lff. NnFde N0TEa pI11YS AN0WCLUUEe MIEx/Ifl9UNCE IdeEIaf4Am.l0WNIS eEF0M UEE Cnxln WpMu¢wYY'�4n rwleMAccnreclm Tt GelD�bbmedwYY�4e'^�lwwneiers Nrnm.aMRlw on MAW.d dldey cnmpwn�i.rot 0m SYSMn.Polwe�.IlwdMn{I �mwi venry IMq;MkdMINofd2tl[>trxrwrelmwJ P.y hcars'n'e p ri, MaII¢�rvdd WaV �_bafq MrAcalelbbpevatldKW9dMaMM NswM m]/a chrGmanYmpYY. MOM1nM IemM W aNnem�w�en1 Ms29 bde/NsrePAedM ptl%nNwJlo PevemeMxFB'Mln W WAe PwwYJYVIYuxl Pcy¢MOro�gN.(w Uwtl gib�cn retp�A9 Mb IBLkUIkNi pd�e.MNay.a�eclbn Wllaaip UllnvarnfliW SY�M>ae4kWM1OWlY CMxb.b3949axl bC9lWpny Capannl BYOLPob EM BH 9dL1Y bMniylm aWlM kan➢is FL1e bWl4B.RIB N.Iee S0ee1.9lle JI2.NemdM VRRRJ l4. Tem.Fl 1Y10 rush mss Wis o Nn4 1te'ssTOA HN Am OWN, 1 Jab Referenceo tiorel 011gblpCmiF NSryy!/,.WYmmile,Fl3?258 Pun eOfOte JunEFmB FlYiI'BO10¢Jun2a20DOOWpalpUXz6 MSOM F PKN3MRpEPa rael ID:WaGOUC_ppF7OCIWMI]EMZIWr]�pXKPmI0O0Wpz0O0s%i6/zMSOwgFea�KN363RpEzoggv 41 0 H tae Urea elz42 10 =1:Y2.R 19M II MSH422 she= 1.5a- 68= 1w l1.1,311 193= 1 2 3 • 5 6 7 B B �0 10 10 15 14 13 12 V she 6A= 6= 390-0 1310 3ID{ e612 PI t OMs ( YI- 19'0-1-8 Etl 1114"&1E Etloel t 8'0- - Etl 1 __ LORDING(W) SPACING, 2910 CSI. OEFL In 0.) Intel! Ud PLATES GRIP TCLL 40A Plate Grip DOL 1.00 TC O.BB Vert(LL) -0Alr 13-14 a902 360 MT20 244190 TOOL 10.0 Lumber DOL 1.00 BC 0.00 Ved(TL) -0.28 1314 a570 240 BCLL 0.0 Rap Stress In. NO WB 0.80 Huz(TL) 0.03 10 Ne We BCDL 5.0 Cada FBC2014TP12007 Matm-S Weight:7411, FT=20%F,11%E LUMBER- BRACING TOP CHORD 2x4 SP SS(Mat) TOPCHORD Stmcturalwcotls MNngdimMyapplredor64OWNMM, except BOT CHORD 2x4 SP SS(Mat) and veri WEBS 2x4 SP No.3(MeQ BOTCHOHD Rigid wiling directly applied or l DO-0 oc bracing. REACTIONS. (florae e) 10-7640.53 (min.0-13),17=8401058 (min.0-1-8) FORCES. (Ib)-Max,Comp.Mlax.Ten.-All ludas 250 Out orlessexcept when ehmwD. TOP CHORD 10-19=76110,919=-76010,23=-1020/0,3L--18204,4-5=-16204,50=982010,&7=82140,7 6-17584, &9=7534 BOT CHORD 1617-01893,1518=011820,14-15- /820,13-14--012229,12-13HM2104,11-12=0/1406 WEBS 411=M70.8 11--907M,8-12=0/490,792=-08110,&14=E314,5-i1--0411,2-17-11 MA),2-16=41260, 316=-5934 NOTE& 1)Unbalanced floor Ilve loans have been waldared for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Reoarmmend 2x6 stengbacks,on edge,spaced at IO4O oc ado fastened In each[was with 31 Od(0.131'X 3')halls. Sher,backs to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do net erect fess backwartls. 5)Use USP MSH422(With 10d halls Into Glider 8l W delis Into Tess)or ambivalent at 3104 from the left and to connect tmssban FOG,(1 ply 2x4 SP)to front face of top chord. 6)Fill all hall doles where hanger is in correct with lumber. 7)In the LOAD CASE(S)section,loads applied to the face of the oras era noted as fent(F)or back(B). LOAD CASE(S) StandaN 1)Deed.Floor LIM goalaiwe0):Lumber limmus=1.00,Plate Increase-1.00 Uniform Leads(plp Vert:10-17=-10,1,9=-100 Concentrated!Leads get Vert:4=-177fFl r WIRNN6-VarNy MGenpfrenrenrt mC PE4a NOIR aN nda ANDWLLUOFa YIIENNEFENPNCEYFGEMFl4Am.Mm'DIEIB(WC LLfE oeppn Wtliu uv:aYY`w71h N11ekP4ctnrvx'x�m.IlttlrvLPihL2ttiwiYu4�aM tmdwx Ym'n,,iwf hlamlMw]xldlIXy<prpd¢nLmt mmsntwn.edae ue MialWx]w'4�w mwcenh hwml>Ycd+Mdrleap�pvmetemmetNaea4v e'tamuula namptmohaiwdl IMMp Oe�e Bu3pYgC4MIbb PetatldcMpdYMllw aimweDa]Mtivtlmem[enary.HIUMI kmPduyuxlPanm�whIM00Lp bdw'M+1erNbad W¢irlilYm]bPavem N[r MNWVTAepam✓1 LViYWp0.`MIY Wr,90e. laB�dtl PW�KA raalrl✓A xa ttlaLVAvt5lwopU.tl9uay.NeclbnadlvMpollnueaaq Oi6twNU�\re&VINIRI G•fYC,M0.DLLAFatl YA WNnpCmpnre 6We Vub Etl Bltl. yyNyllM-mdpn w.Ytlehan ins PdexuLlule.RIB N.Lee Sbral.SIIe 912NeradM VARR31 f. Tempe.R 3-1810 rasa loss ype ply nae ns 11essTon Fcol Flelofm 3 Job Reference o lionel eutl5rg ecnpmam SOpm.Je[bwnW.R 52Yh ran x010 a An 252015 FWtla 010 s JM 852016 reor IMWnn im Fri F.0314:3/x:0 ed,Pass ID:WaGeuc "pF IMW]EMrt r7.81ume _ E09gog1"SgdMZ SsrEbuNMWHFo_Lga qu 369 6990 16611 133-12 1690 9b9 331 331 - 331 15d swN=1:2&0 sown 3pecal BMcautt cw SM�a Stewart 5x10MTzoHs- spxiel 5x6= f 4x10= 13 14 2"a 3pxirt saris `We®I 4 15 1fi 5 hr 141 10 e 8 eSpide 1 11 4x10= aw5= 45= 7 41= 4,6 5x6= 39-a 6-9,10 10411 15312 14-&0 3&B 331 531 33-1 1 s4 PIl Ohseb(XYl- (4'0380-2 115'03-06301 I6'O2-00.2-01R b3-01I9,O3-862-0I LOA G(pd) SPACDOG 240 CSI. DER, In floc) Ude, Ud PLATES GRIP TCLL 20.0 Plate amp DOL t25 TO 0.84 Vsd(LL) 0.21 13 >71 240 M@0 244/190 TCDL 10.0 Lanba DOL 1.25 BG 067 Veri -0.48 8 >332 180 W20HS 187/143 Of 0.0 ' Rep Stress Ina NO WB 0.94 HorzQL) 0.07 7 Na We BCDL 10.0 Code FBCM14 P12007 Notdx-MS Weight 209th FT=20% LUMBER- BRACING TOPCHORD 2x4 SP All TOPCHORD Structural wood sheathing directly applied 0r4-10-50c pull BOTCHORD 2x4 SP S5 except and verucak. WEBS 2x4 SP No.3'Except' BOT CHORD Rigid caning directly app0ed or 10400F bredng. 6-12:2x6 SP No.2 140:2x4 SP No.2 REACTIONS. (IMai2e) 1111151801 (min.62-1),7=fl680r0-" (min.0-4-10) Max Uplift 11 11-1 025p-C 8),7--3589(LC 9) FORCES. (Ib)-Max.Comp.Rdax.Ten. All forces 250(Ib)or leas except Men shown. TOPCHORD 1-11=4953/1159,1-13=424322765,13-1 1=-124 32276 5,2-14=-124322765. 2-3-1 W22/3207.34=101 A/1714-15=-1873/4024,1616=-1873/4024, 'l6-18731416-12=-1059/311.5l2=-MM55 SOTCHORD 10-11-182864,41 0=476 3/12 4 3 2,8-4-3207/15322,7-8-1763/101 A,6-7-1TA702 WEBS 1-1 O=-270282202,2-10=-3753/889,2-0=-48813035,3-r}--733/11,38=SWM 527, 48=31901265,4-7-1491017,15-7-75050201 NOTES- 1)3 ply truss to be connected together with Intl(0.13113')nails as follows: Tap chods connected as follows:2x4-1 row at 01 m.218-2 rows staggered at 0-9 0.c. BOddn chords Connected as follows:2x4-1 nOW Bt 0-900¢. Webs connlacled es f.11oyari-1 row at 0 9-0 m. 2)All loads are considered equally applied to all OM,except If holed es ImM(F)or beck(B)face In the LOAD CASES)sed..Ply to ply connectors flava been WAi W distribute only loads noted as(F)or(B),unless othemise Indcated. 3)Wird:ASCE 7-10:Vu11=130mph(Ssecondgoal)Vae ll01 mph;TGDI-SOps4 BCDI-5.0m;h45ft;B=OSft;-=2411,enwai Cat. 1;Exp O;End.,OCpi=0.16;MFRS(Il entior )am C-C Ededor(2)01-12 to 3-1 12,Interior(1)3-1-12 to 14-1-12 mnei for members and tortes 6 MFRS for reactions shown;Lumber DOL=1.60 plate gip DOL=1 SO 4)Protide adequate drainage to prevent water Whom . 5)All plates ere MT20 plates unless otherness indicated. 6)This truss has been deelgned for a 10.0 pat bot an chore live load nonso0current with any otherllse loads. 7)'This Vass has been designed for a Ilve load of 20.Opat on the tholtom chard In all areas where a rectangle 36-0 mall by 2-0-0 nide will lit between,the bottom chard and any other members. 8)Provide meManlwl connection(by others)01 Ines to heading plate at jdnt(s)11, 9)Provide Medical connection(by others)of truss to beamg plate capable of v4thstanding 1001b uplift at)olM(s)except gldb) 11=1025,7=3589. 10)Henger(s)or onwr connection devoe(i)shall be Ornament suftident to support concentrated keds)509916 down and 23881b up at 14-1-12 on lop trod. Tire dsslgNWWdi0,M such c0nnaclim devlce(s)Is hie renponsibllily of others. 11)Spaded hargegs)or olherconnecron demce(s)shell be phi starling at 0.1-12 hour the left e1d to 14-90 suMcient to connect trus5(es) (1p1y2x4SP)to1MMfaceoftopchoi Thsdssi"eledlon MsuMspedalcmneetirndevlce(s)ISMeraepoftNillyM .mems. LOAD CASES) Standard QW40.VJa�VwSydNenp'wmlenanaF4b N.1E5 a111tl54JU MCLWEO.WIEx/IVFNaMCE PIOEIWf1Am.r4WNI6 BENFE.BC lReMn WMlrvirteaJYw•Oen MlleMmcmlwcNn.IMde9a�aLmiO[e4YUw�rv.�emelers Mown.mtltlwm MNGxa lwltlRgc Iwmt rot Inneykni.591wau¢Ina Wr1p tls431v mulvellry Xn w.1Mw[tlIN of dedm(r>,mclatad IxM^IIYYruxPerak Rk Mo tm¢oveltll wee,ndaxa•e.alaiaeolaaawcxannlalaJareavranaalllnwaDv.11.1arvamenwal:ol+v. Adala�ale�no�wmdlwmlmellma N MRek' ¢awnnwaawlamslNmdtome�wnle..sawmmpo.meualemnwvwl>,.parlvaallw�.k+laal.ala wumcarep�are ne Mxkakn.a.l.Pa.awNWY.ela.mnmeaorn..l numeo,d mnmkln navJsl>Rrl aearo enkxe,bse4swd 3eB NWWn9�nPerrenl sew v.m fir aw. Sblely IWpmpXm aadaJz hen 1�FkRexuxLle,815 N.lee Sllaet.alk 312 Nasvxllh VhY1311. Te1s,FL 31610 Jo6 M .5 T,fOG],B 625i0A FG01 FYY OFCx I J Job Releren[P(Opilonel &JIEInB Lompwd6µVy,kcYamYXe F13Y158 HM:&0108J0252016P11M 105 2016 MneF InQtlIb 1. FlFeb031C23'1820PPBpe2 IO:WccG8uC,,F7bCI.W)En4vVVr181un eEOMo,l ahg5gdBbZ_BMEbuN,WHFo_Lgxogqu LOAD CASE(S) Stand N 1) Deed, ., eed♦Roof flue(belenced)1 Wmber Inclsasa=1.25,Plsle Ino .-1 25 Ungorm Loads(pll) VOO 1-5-820,6-11-20 Concentmte Loads Qb) VeR 5=SviB Q wAwuw.wrrye.p.w.�w.n.wxrAoxorseox xrasaxo wcxuBeB wxsNnerauxcxvar.[cw2an....lo¢vmrsewaeusc �M VMeI«uw«1r Mim AYlek®Pmlecbn.mh�YglNdsstl«YY WOn Pamreien�M1.!•Y)kml MhdM.4N lukFlq cmp+u Lro1 {} n �1«Pue.Md dNSrygWyAav muxlValH M9aR+MWIhoItlsGT1v1«ne8¢«Ogw911Y0 weoB Mh W.�T lnlo llwovcitll MSrOk' r�.sa.N rrN�n. a«I1gFxHcoletlNln nP1'«Id<Bbp of Frz, aul�.rro<.w«Pda MPlnn�a«1r. n«M ltmgxW m'I Wm«crll d.are NtlwaYsIWYW MxkPMYon48gaveml wiM.4Tm MmfxmalP Wb1W FWYaW gW«1VdniWP. r««1wrtM0Wowe lcy{axfig Nw WFO EM BNI. talMtsl«ay.OaXvayfto M d«Fgd1B N2 MuxnbmieeeAtlN/1%1 VA2MCMwIo.09Bd9 agBC51BWWip CunVo08111�anq.FL]3610 YdMy Idpmolbn rnWMe M1«n lnm RNS MMe.YIB N. Shce1.5118512 Nsro'NM VARR311. s WNne 1e36TOP Jftubar m Jxkapxr e 1 IJob Relererue o lional Be.,carsn9M 61gyJ/.Jser m rs,FI92[56 BIT 80108 JM 252016 PMf 00109 Jun 252016 Mliek Isomers Ix Fn Fee W 14IUM 201]Pry 1 ID:WccGBUC_WF7a IMW7EMMt7�cwS9B_Fe"wh[kFO1NSOenMZe5165CgWVYXNzoggt 2-60 2-60 SmN-1:108 2 6.00 V2 con 1 Mf I� ass II 3 FlathrOfferal 11,0-2%0-07] LOADINGLOADING(psi) SPACING- 200 CM. DER. In (roc) areft UC PLATES a" TCLL 20.0 Plate GOP DOL1.25 TC 0.09 Ven(LL) -0.00 S x999 240 MT20 24 190 TAIL 10.0 Limber DOL 1.25 BC 0.06 Ved(TL) -0.00 S >999 180 BOLL 0.0Rep Share Ina YES WB 0.00 HOrz(TL) 0.00 1 Ne No BCDL 10.0 Cade FBCW14/7P12007 Madill Wal 7l FIT=20X LUMBER- BRACING TOP CHORD 2x4SPNo.2 TOPCHORD Structural wood sheathing directly applied!or 200 oc porus. BOTCHORD 2x4 SP No.2 BOTCHOBD Rigid calling directly applied or l 0-00M bracing. WEDGE MITak recemmeMs mm Stabilizers and required otos-bracing Lai.2x4 SP N0.3 ba Inslalletl tlutlrq atlas erection,in accordance Mth Stablllzer Insta6atlon ul0e. REACTIONS. (IWslze) 2=5OMecharvha1,3=30Mlechrnics,IAW 5th (min.0-t E) Max Hort 1-tT(LC 12) Mex uplift 2-32(LC 12),3=-5(1-C 12),1-5(LC 12) Max G.2=50(LC 1),3-36(1-0 3).1�(LC 1) FORCES. (Ib)-Mex.Comp.IMax.Ten.-All fome5250(Ib)or less except when shown. fil 1)Wind:ASCE 7-10;VUIt=l30mph 13-second gust)Ves h:101mpM1;TGDI-5.0peb BCDL-S Opl h=251t; 3=45h;1-=2411;eave=4P,Cat. II;EV G EmL,GCpI,0.18;MW FRS(directional)and C-C ENerlot(2)z xm;C-C for members and forces 8 MFRS for reactions shown;Lumber DOL-1,60 plate gdp DO1=1.60 2)This more has been designed for a 100 psf bonen croad Ilya load noncorlcurrent Mm any other live loads. 3)'This tines hes been Eeagnad for a Ilse load of 20.0psf on the bottom dwrd In all areas there a rectangle 3 60 tall by 2-0-0 Mde Wil I t threaten rile bottom MOM and any other member. 4)Refer to guldens)for truss to does connectlarls. 5)Protide mechanical connection(by others)0 truss to bearing plate capable of w hstanding IW It,uplift at joint(s)2.3.1. LOAD CASE(S) Standard Q WpgNii Crpnpumm .d OIMEx REE OPY:tl fief IRiOn MNI W9q� -P¢I .IM dH YIX! M1 . rs-aff, KYIII dlry Ii!yµ it,M cuola (Ij.I kgkN1..'1.1 1 cMy rlr.lima I",Mn Lne nix Iy Pc—,rio lul , IT mem lxafgl MiTek a ywuy5rcvrylredb ormic,e,-, nr p I Wlgse wllhposLlM+g6xxcJY�Y 5101h.Qu nx1e- rxu Bukkt ' ya Rp Mr ktxk:alkxt slueq{e,tlelWery we[:WnmlMoe:Irgol lnaxsmlMrsrySlemswMXWM141W1y CXMF.USr d9aM YC01 WirPCwrywnl Ir's Fla Ire I0N4 blMy InMnaXan wtlktie nen Irvin%ee k 11Me.210 N lea Sires.alte 31 R.Oleiadlh VA22J11. s.I yve i,W6.7n nessiW 3R aeaxnpen 4 job Referemea anal 6nNnOGanparenreal.Jeoxmmm.Flexon IOW¢GBUCypF]oCIMW]EMZIWr)<w ugB�F.,8.hfkFOM808NNCe4T6SCpNhYXlBzoggl 2-0 2 0-0 sole-uza 6.00 12 2 2N II 1 Ll b 3 2x4 II LOADING Jost) SPACING 2-00 CSL DEFI- In floc) Vd60 Ud PLATES GRIP TCLL 20.0 Plale0lfp D0L 1.25 TC 0.13 Ve"LL) -0.00 4 990 240 Mr20 244H90 TCDL 10.0 Lumber DOL 1.25 SC 0.07 Vert(tL) -0.00 34 >991) 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Hon,R-L) -0.00 2 No No BCDL 100 Corte FB0201tlTP12007 Maalx-MS WelgM:71a FT=209b LUMBER. BRACING TOP CHORD 2x4 SP No.2 TOPCHORD Slrudurel vrood aheathin,GrecXy spoiled m2-0-0oc puolna, except BOTCHORD 2x4 SP No.2 and vertical.. WEBS 2MSP No.3 BOTCHORD Rigid wo1IW directly studied!or 1040 m bradng. "R ek recommends that Sfabilizars and required cross Grating be Imod"'d tluong ones erection,in mmordance W m Stat,111wr net Iallabon uitle. REACTIONS. gdsies) 4=74 " (min.D1-8),2=WMeIX ca1,3=2P hMiwI Max Rom 4=59(LC 12) Max Uplift 2=42(LC 12),3=4f1-C 12) Max G.4=74(LC 1),2=54(LC 17).3=36(1-0 3) FORCES. (Id) Max.Comp.IMa Ten.-All forces 250(Ib)or less except wnen shown. NOTES, 1)Wad:ASCE 7-10;Vult=130mph f3-second gust)Vastl=101mph;TCOLd.OpW;BCDL=5.0psf;t 25ft;BJ59;L=24ft;Gave=4h;Cat. 11;E,C;End,GCp1=0.18;MW FRS(directional)and C-C Exterior(2)zone;and vertical left eNmsegC-C for members and forces 8 MFRS for readions mown;Lumber DOL=1.60 plate grp DOt=1.80 2)This Wes has been de.gnad for a 10.0 pat bottom close Ire,lead nonconcunent Luh any other Ilve loads. 3)'This buss has been dedgned for a ove load d 20.0ps1 on the Whom Mae In all areas More a rectangle 3-&0 tall ay2-o-0 Wells will fit between the tons.Mord and any other members. 4)Refer to girder(.)for truss to moss connm8ons. 5)PmMde merhaniral mnnedlon(by above)d ones to arson,plate capable of aftmo nding 100 to I ,Ift at Idlnifs)2,3. LOAD CASES) Standard Q wARNNd-raox np---ONOTE5QY—A-NCLYO®MILx aEFFN1NLE Fols W74e m.IW,te0I6 eFJ0/IEVSE q-p�WNlaue WYr'�1m M11eN&crvmcMrs.Rh[IZYJ�kt]aYYrF�^Wm�elenSMwn,mdh(am MMNMNIvldp canptten,.rot nan w+,wn eea..�.mraama voaw�cant Vemv Ire apk=nwMol dea9n Pn..rereama waceM ne�marne maaaMemu.x�.N.ra IVJ4gds4ax BmmYkvxcaledalopevaatucpmp olfRrtAxammwm m]/a cM1Na lnembty:Wv.AO>Ixa✓11e�n4 W�dl..uns MOWkdwow�eWafaysmllymerowe adoouv wmpo a .+xVrvaewol:�amdm�r..e -Msxu wme .ex— axclbn aN dackq at In . ryero,-eaNL/1MI WYtY ou4m,asadYrnporam BNtl AenIV YNnnW.n awXtle tan tem Flu inner Ae.41e N.roe .91M M.ABYm1N,VR'Y1]I I. Ta,FL 336,0 o IW t= }T9 of, Fly nT46.ne 11LWTM J0 JSRiben '.2 Job 8Ja 25 20 6 IOMI BWNYq CN11snBNauIW JxXmmis,F132256 Imi OV,0185 Jun254016PmIMW a 0 10 r4oWTn25Pn16 MTN8wfi WFs lx Fn Fr40a 1'.V9 ROt]Pept ID:WccGBUC_pPF]oCIwIW]En6nWr]<w59B_FewBwM1IkF01N0GBnXYVIaS_6SC9WVY%18zaggl 2-60 — 1 ' 2-64 Soarl 10,0 6.W 12 1 4f III M IJJJI I MS= SII a 088 669 Plate Oflsea(XY)- 114000-1.15111'62-90&31 LOAUINO(pafl SPACING 2-041 CSI. DFA. In Paid Wish Ud PLATES GRIP TCLL 20.0 Plata Grip DOL 125 TC 0.03 Vad(LL) l1999 240 MT20 24W190 TCDL 10.0 Lumbar DOL 125 BC 0.04 Vari(TIU -0.00 B 1999 180 BOLL 0.0Rep St.Ina YES VIS 0.00 Hdx(TL) -0.W 2 We We BCDL 10.0 Code FBC201,[TPI20W Mall VVmML 9 to FT=20% UNAl BRAGNG TOP CHORD 2x4 SP No 2 TOP CHORD 59uduml wood,sheathitlg dlredly spilled or 2-00 an pudlna. BOT CHORD 2x4 SP No.2 BOTCHORD Rgid ceiling directly applied,or 1000 oc bracng. WEDGE MiTek recommencs that Stabllirels and required cross bracing Left:2x6 SP No.2 M installed dont,tmea erection,in accordance a th Sadllzer InstNlallon ulde. REACTORS. does.) 2=32]Mecheniral,3=1&MachanlW,1=111/0.3E Perin.0-1E1 Max.Horz 1=41 0(1C 121 Mex Uplltl2 2LC 12),3=LC3)12),1=-48(1) 12) Mex Grav 2=32(LG 17,3=23(LC 3),1=111(LC i) FORCES. dth Max.COmp]Mat,Ten.-All forces 2W(0)w Ieae excess when drown. NOTES 1)WIM:ASCE)-10;Vult=136mph(3aecond gust)Vwd=101mph;TCDL=S.OMf;BCDL3.OPM;R251t;B�5R:L=2411;eave�th;Cat. II;Ener G;End.,GCpl=0.181 MFRS(dlrsdional)and C Eldedor(2)zone;cantilever left exposed;Porch left and right egwaeQC-C for members and forces A MFRS for reactions shover;Lumber DOL-1,60 plate grip DOL=1.60 2)This than has been designed for a 16.0 Mf MMM MOM live two noncan urrent MITI any otlrer live IMUS. 3)'This hours has Man designed lot a live load of 20.Opsf on the bottom Mord In all areas where a rectangle 380 tell by 2-0-0 Wtle Oil fit between the botlom chord,and,any other members. 4)Rater to girder(s)for truss to truss wnmedions 5)Provide mechanical connection(by Othe s)of Vass to bearing plaza casaba of Outstanding 100 to aplltl al lolnt(s12,3,1. LOAD CASE(S) Sandaul Q assaval meat Ow'ynpraslv.m4aFIa NOTES QV 11aa ANe NC(YOFOIMEN NEFENNLEYI4E Mi].Am'.IeYVNISeEFO .. sera,W loos WY` h holun,own:Mc IM,.NsebxtloolY IP'J4me1ms9nlm.odela mYellukAlJ dMAlgcompwnt ml MmayNem wlwe,�.IMtul(Aq tlegprler muAvalry IMNTYIWorllYol6:Lggvamelenarcl goVeAY lrcwgw¢R Xt,leS,jn ruin tt¢overWl W4gder4n. awNYYYA:aledelogevenl WCNNMIMh4]W MAwelratlrueMhmembrs mJY. MMMmLlemp+W aW PermaFerlldxl�p MiTek' w.enrewleu rw nmtwald to pewee w,elb,.v:wlm r+�FxecelmrlalXvrry wd gw.+m.lw„w�. tw 9wK'rd ord¢Iee lwawanu x«• asob sairs, lMrWeretl9MNWfrom mna%oliineXrt 21...me WmwBl MSIssm3s12 Aree�LM/F¢n auFNCMxb.a5LX9aM wYlwtlbYeunVernle VR'MJIO. Tense FL Ja510 rasa mss type Qt' y no ung 118EtM Jt2 Js1c.LTan 14 JO1 "n2We 6 brel .1CMgnWiI S1PpN.Jxt4mvlM.f18i256 1 D:WcoG8uC_ppF]OClhrW IEMMt7.5 Rw[MuaYe.lrc Fn FeB0314'Y pIZH1)Pe9B1 16OXO0XOKGGbF2VHugO�Silg_4M2Hvv5pIZH5OZzogas 2-00 2-0-0 3.W FiT Srele'.IVA 2 1 d 3 art= LOADING ged) SPACING 2-0-0 CSI. DEFL In gw) VoWll Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Verg-L) 0A0 a >899 240 W20 241/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Veil -0.W I >999 160 BCLL 0.0 - Rep Strese lncr YES WE ODO HOrzQL) -0.00 2 We Na BCDL 10.0 Code FBC201MFPY200T MahmrMS Wallin:61b FT=2. LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOPCHORD Structural won sheathing d0eomy applied Or 2-0.0 oc putllns. SOT CHORD 2x4 SP hil BOTCHORD Rigid calling directly applied or 1040 w bredng. MiTek rewmme A.That S1abn 0Uee areturnedcross bradng be Irtatelin tlutllg hues ereogon.In accordance Mtn SlaNIUer Installation ouitlB. REACTIONS. 1= (min. l-1E),2= 4Mechanwl,3= 8Mechniral MayHour 1=22al8) Max Uplift 1=W(LC 8),2=-36(LC8), 7(1.038) Max Grav 1=80(LC 1),2=54(LC 1),3=3)(LG 3) FORCES. (Ib)-Max.CompJMax.Ter,-Aft force 260(lb)or less exwpiwbenshown. NOTES 1)Wind:ASCE 7-10;Vuit=Mmph(&sewn gush)Vmd=l of mph;TCDL=5.0pai;BCDLd.Opsr;h=2511:B=45fl;L241t;em,l Cal. 11;EV C;End.,GCpi=0.18;MINERS(dlreCTlpnal)an C-C Extedor(2)zona;porch left an fight expose l for members and forces &MWFRS for reactions shown;Lumber DOL-1,W plate gdp DOL=1.80 2)The muss has been designed for a 10.0 fear Whom card Ilve load nenwncunela With any other live loads. 3)-Thls truss has been designed for a live load of 20.0ad on the bottom Mord in all areas Mere a rectangle 34O tall by 2-0-0 wrote MII int between Me boll.chord and myothe,members. 4)Rerer to imil for Was to muss connections. 5)Provide madlaoicel wmlw0on(by olhead of tiles to beefing plate capable of w1lMlanding 100 In uplift at joings)1,2,3. LOAD CASE(S) Standard QwA0.VNp-VNIyGWpn{�anMeYrtl maid NeTEa pI110.WO PCLYYFDYIFN afffMNCEYAaEx6)Il)wr.160Y.O156EfOBEYSE l meL�vaM]I«useoriy HP1 MIeA9ccn�enlucldSdeLg1 aMaeO W V ulwnpaannl«zAmniuNr b lolm IrvJINAhN WlMlrg n»ol>axm1.ml a11uniWem nal«✓us,Te lxYdlpdeapmn mublvelry lMgxMc Mold Jtl�[«�nefenmllnM«WNu �IxroN Rh tleWThrlo lna overI Aala mage. waengnrxaeaata rvewwulixpYg olawny weber«a1«dm«aI>Brzodv. et.11 lemrxxm�aldcem�em acture MITBk xa emm do,, la MURvmlwP�watoala«wwmpanuBP«1«ie Bv+ram waaedv daoa9e. r«gea«e v.Ida.�aw�'w IdMwYxl Mage,deN« VA 12 Ne from mm[I daNpotpvIIssudlnmsrytemi.wMMa91M1 OCMxIo.Of6d9aq BCL LIMNpGalga�ael 6901 Pa�4 Eau eNo. Ill Wnmdon walla from Irva Me MMAe.41BN Leo Shaer.LxH3mNY1 Y1B11. ienpe,FL 34510 Ab Thas 1181 1 J9tlt. B 1 if@89280 IJooReiere co o assI BUYMq Ldrymwtl 5µp1/,JedadnMw.FI:Ol% Run D.Wc 09 Ji pF716 PXN:B010 Wr7-ODXOKGGIMW1N91R, MFM0314SS1sell mci 10:W ccOBUGypF]oClwt W)En421 W r)-480XOKGGS R21MugD05t,4tl22 W rv3pIZN5OIIagga 2-0`O a" r am Ff2 Sews )5 2 sea II 1 � rry a 3 as II Plate Offsets lXn-- la:a-z-O.Ot-0I LOADING(pd) SPACING 2-W CSI. OEFL. In (bd) Udell Vd PlATES GRIP TCL- 20.0 Plate r1P )OL 125 TC I Ved(LL) -0.00 34 1999 240 MT20 264/190 TCDL 10.0 Lumber DOL 125 BC 0.19 Ved(TL) ).00 3a 1999 180 BCL- 0.0 ' Rep Shave Ina YES WE O.OD HOOQL) -0.03 2 Na Ne BCDL 10.0 Code FBC20t4?PI200) Matrix-MS WeIgM:9It, FT=20% LUMBER- BRACING TOPOHORD 2x45PNo2 TOPCHORD Structural wood sheathing directly applied or 2-0.0 oc Writer, except BOT CHORD 2x4 SP No.2 eM vedicals, WEBS 2x4 SP NOS BOTCHORD Rigid ceiling directly applied or 104,0 do bracing. .ITek r'comm mda ilial Slabillzers and required crose dedlg De Irafthad durllg buss erecudn In accordance Will Stabillder InstNlalloff ultle. REACTIONS gNstre) L-)4h}5-B (min.0-1-8),2=53R.1echmd al,3=21Nm hanical Mex Hort 4=91(LC 12) Mex Uplift 2 4$1(UC 12),3=25(10 12) Max 0.4=]4(LC 19),2=63(LC 1]),3=39(1010) FORCES. (Ib)-Max.CompJM Ten.-Allfolcee2WOb)orlessexcepiwh shown, NOTES 1)Wind:ASCE]-10;Vult=lWmph(3-second gust)Vasd=101 mph;TCDL=5.Ops1;BCDL=5 Opsf;h=25X;B-s5M1;L24q esus-_411;Cat. II;Exp C;End.,GCp1=0.18;MWFRS(dredidnal)add GC Exleror(2)zone;end vertical let exposed;C-C for members and tortes 8 MFRS for reaction shown;Lumber DOL=1.80 plate grip DOL=160 2)Tire truss has been designed for a 10,0 psi bottom chord live Idea nonconwnenl with amy other we loads. 3)-TDIs Wss has Dern designed lora live load of 20,Opsf On tie bottom chord In all cress wtlere a rectangle 3-e,0 tall by 2-04i arm Will fit between Ne bottom chord add airy other members. 4)Beier to gimenud for have to Duns connections. 5)Provide mechanical conneNon(by others)of flues,to bowng plate capable of WAhstaming 10010 uplift at)olntud 2,3. LOAD CME(S) &ended Q wnaxwa.vnryewq=y,r.,w..r..e dead.,as de.,..a saameo wrsx NlrrrM.vcs Wive rurm,...r602rzors ear se. ��' IXYan Wtl lorrss dYYMIn MIIN9cmr�ec4ws.RYstlmlpr 6breaexYYupXh Mwnolars9ww.mtl klu mWIWMl WYWq axcpvenl.m1 nOuawlenr BeMeue.11u bYdry tlwyxrn mill v NM Ilp Q[ItaY11M olr#LLT[pmielertm]PW�IYncar�9dl�IIRtluM]elnb X¢ownall uet sodeanucdleacloweva,ubudderfam arum .undha�am�9ore.2.rempriZ, wm E....m.h IAT@k' EWq:regletlb 9dilyaW ropeuaBcdl�eMlnI�M91991YV-4NlYutlwrM IYd9n�e.rat6raaptlovooMm9dpxw Itlhcolkn Yarge.OeX.my 9ednnondarclgolxismund. lar¢a�AHWw11YMIN aI1�C.dY�BYagaLN4tlnpLampamnl c.1 Peb Eesr aXtl. fpalYwgrmallan avtll2ie M1an lv'FYaa xeRae.RIBN.lm Slieel.9Ib312 NevmNl VAYd 11. Tertpe,FL trofe o ar ype any ph, W m1 11845TOA fit HeXNb GINer ':3 1 euV9q . Job5weo p C � NBY[{ nRSRole $ain25a016M mai Fri two So e 2017 IDWcrGauC_ppF] CiwbN7OaUWr7-YlevclGrGBPdPPmoBUDCc,AAeAbMO,_D1ey9lez9oNgg r 2 1 __660 200 _ - aoi Bole-CIz6 SpeuN 44 N41LED 9 B.W 1R 1 10 4 N 5 zw II rvaLED Sparml 3n II 2 a0 6.0.0 z ao 4ao were onsets rxn- naal2 oo-n LOADING Cost) SPACING 2A0 M. DEFL in limit glen Utl PLATES GRIP MILL 20.0 Plate GoinDOL 1.25 TO 0.31 Ved(tLLn) 0.13 4-5 x532 240 FAM 24V190 TCDL 10.0 banDOL es 125 BC 0.09 VadCTE) -0.30 4-5 s241 180 BOLL 0.0 ' Rep Stress lncr NO WB 0.04 HSrz(TL) 0.17 3 We Na BCDL 10.0 Coote FBC2014RP12007 mmr -MS Wall 211b FT=2M LUMBER- BRACING TOP CHORD 2x4SPNo.2 TOPCHORD Structural scoot sheathing directly applied!or 8 Oor,pudlns. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid Selling directly applied or 10-0-0 oc bradng. WEBS 2x4 SP No.9 MiTek recommeMe that Stablllrers ani required cross bracing WEDGE be Irlstelletl dudrg Was erection,In accordance Win Stablllmr Left 2x4 SP No.3 Inelallatian aide. REACTIONS. gwaie) 3=11BIMechanlca1,4=1339vfechanucal.1=2521a5V (min.0-1-8) Mex Horz 1=A2(LC8) Mex Uplift 3=Or 4),4=i 51 8) 0) Max Gray 3=118(LC 1),4=143(LC 3),1=252(LC 1) FORCES. (Ib)-Max CDmp.IMax.Ten.-All forme Son IN)or less exceptwbenshown. NOTES 1)Unbelamed roof live loads hear been consul for this deall 2)Wind:ASCE 7-10;VUI,:1 Graph(3-second guap Vasd=101 mph;TCDlr50psb BCDL6.Op1;M1=25tt;B=45n; _4Vft;eavl Cat. Il;Exp C;Emi GCpI 18;MW FRS plinali0nal);Lumber DOIa1.60 plate gdp 001=1.80 3)Provide stern le drainage to prevent water pording. 4)Thus Huss hes been designed for a 10.0 psi bottom chid we load noncorcurrelt Mth any other farm loads. 5)-This truss has been designed for a live load of 20.0psf on the bottom chON In all arr e,where a rectangle&6-0 tall by 2-0-0 Mote x111 fit between the bollom Mord and any other members. e)Refer to gramos)for truss to truss connecliens. ])Provide mechanical connection(by others)of truss t0 bearing plate capable of elMslanding IM In uplift at joint(s)3.4,1. 8)"NAILED'indicates at Otl(0.1481 or 3-12d(0.148'x3.25')toanalls.For more details rotor to MITek's SIT TOENAIL Detrol. 9)Hangers)or other connection devucs(s)shall be prolded sufficient to support concentrated loaot(s)11 ID doom and 70 to up at 2-0-0 on top Saint,and 19 to down and 11 Ib up at 2-2-2 on bottom MOM. The designiedechon of such connection devlm(s)ie the reop0reibllity,of in., 10) In the LOAD CASES)section,Icams applied to the face of the Was are noted az from(F)Or back(B). LOAD CASECS) Standard! 1)Dead♦Roof Uva(balanced):Weber Increase=1.25,Plate mons...=1.25 Uniform Loads(pit) Vert:1-2-aq2-3—a 46-20 Concentrated Loads pb) Ven:5-19(B)10=-10(B) Q wuWmc •+r4.am vw+� raox] o vaGe uu aero sa use nauarm l tm wmMnwn .. «.ua Xl ani Iv+>" . . x.�lm maararo ren.rcl Imm.w m Ion Aon d IVemv wn ler I ,wnwaeaml wnw rV�an xMydx4rt a hd'FOJ IttIXI 1N0 II No e0OWS MdmmMv ".lemPTWm]Mmawm buY4 MI Bks Xtlwoyre[el�la ornmo otl W —IOUS,miwiaLmw4 r>br ,o Wgeny NoSS I' w]�W cantly X✓a NGN:o1M Irc4'�.d�'wY set-Mn[M d0[:YV a`I'I�Mlemc ssaXMal/IMIIOWIh nIInM OY aCL a'IIJn CanKanenl Torte It lYMryypmexen w3?M YpnI Rak MtlL1 .RIBN lee SO L9Ire]12 Neecxx4h VAY[311 I iairye,FL 33610 aT.TvPwult, nrown. ttn%iW i01 HWHy 3 1 Jal Relaerca Barrel asters CmpoieM5upp1/,MbanviY,FI3YL56 PuIDJn as lier aO0aJnsin.Me1 _ I ID:WwGL_WF7CWNIEn4zWr]-YicclYSIBPWPPmoB �CnhRRffyDI'rhW,r 400 60.0_� aop zao fink-1,178 ass- 2 3 8.60 12 9 1 4 2x6 II II 400 600 x60 00 Plat OgsNa Ixn- 11,0-28,D671 LOADING got)) SPACING- 2-0.0 CSI. am. In (I0c) gded Utl PLATES amp TOLL 20.0 Plate Grip DOL 1.25 TC D. Ved(LL) 0.16 58 x441 240 W20 2x4/190 TCDL 10.0 Lumber DOL 1.25 BC Dee Ved(TL) -0.25 58 >282 180 BCLL 0.0Rep Stress lncr YES WB 0.07 Horz(rL) 0.14 3 We Na BCDL 10.0 Code FBC201471`12007 1ASAX MS Welghb 2316 FT=20% LUMBER- BR MNG- TOPCHORD 2x4 SP NO2 TOPCHORD Structural wood sheathing dirett"pplied or 6-0-0 do pudlns. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid cellirg drreclly applied or 10AO oc bradng. WEBS 2x4 SIP N0.3 Walk recommence that Stablllzers and required cm d bradrg WEDGE be Installed durirg truss erection,in uminanm with Stabiliser Led:2x4 SP No.3 InsiNlsl m guitle. REACTIONS. (INsiz ) 3=SMMechenicel,4=P9RAechenlcal,l=23]10-58 (min.0-18) Max Hoe 1=83(LC 12) Max Upllg 3=42(1-C 8),4_-60(1-012),1=44(LC 12) FORCES. (Ib)-Max.CompJvax.Ten. All fomes 250(ID)or less excepl when alnown. NOTES- 1) OTESt)Unbelwarad mol 11W,loads have been considered for the design. 2)Wind:ASCE 7-10;VUt=1301(3second gust)Veld=101mph;TCDLdD;diI:BCDL=5dpsC h=2511;BdSf1;L240;sad,=A;Cal. II;Erg C;End.,GCs-018;MWFRS(dbediional)and C-C EdWor(P)0-00 to 300,Inledar(1)3O010 4-0q ENedor(2)4-0010 5-114 zone;C-C for membea and(01r.A MW FRS for reedlons shown;Lumber DOL=1.80 plate gdp DOL=1.60 3)Provide adequate drainage to prevent water ponding 4)This lines has been designed for a 1 d par bollom chord give load nonooncurent with airy other live loads. 5)-TNs tmw has been designed for a Iive load of 20.0pst on the bottom chard in of areas More a rectangle 360 tall by 2-0-0 wYde Wit id between the boddn clwrd and any Omer members. 6)Refer t0 gindeds)for thad to how cmneCllanls. ])Provide mechanical connection(by ca-em)of truss to beating plate caostle of withstanding 10016 uplill al fangs)3,4,1 LOAD CASE(S) Standard QWaIINW ry me EO MA'✓N _ x91 VIn • - I M pt p & t ANI v ry - t 'MI t rsn w4 n r cHl r. - It...�,r M!Tek rltiw-idt Asx J .,,..v >� r r< ,Ild«. IaM�kMk Iapeh a`ra W rq'll a`m reAxs/Rnew ne M1Pa.DY-09aW lCn p.YOFyco riepwnnt T.,11 Fanaue. pe.ryldommnrwaa�ir..aii�Hak lmm�nx.nnH.ran arcnnl.rile 3l z.we..mmvwu3la. n�rPe.r1-3xrp OAs roars ype R6]e 11635TW Toa flWi Fp%W SIppJIIK Gatla 1 Jab Refemme loplenall &lpnp CgilpYYle 511[Vy,JBeknmYAe.FI Y't56 HLn:a010e JMF7Ml 7En40 r7.lVAf61MYYGWCbIK FII FebW&CINICl lYFpe1 ID:WxGauC_p1F]oCIwIW]En4z1Wr]t V]Hp]H%G3JGWC U%VlDIP9VMBBloT6COnCURxopgq o5 1" a" F uo I sa ' per II Seale-1:133 CU F12 N4 II 3 8 38= 1 b 6 5 Y16 II 2u II 2a II Slob 5108 LOADING(paid SPACING 200 CSL DEFT. In (roc) VMI VE PLATES GRIP TCU- 20.0 Place Grip DOL 1.25 TC 0.1d Val Ne - Na 999 M]20 249/190 TCDL 10.11 Lumber DOL 1.25 BC O.be VM(TL) Na has 999 BOLL N. ' Rep Stress Ina YES WB 0.10 HOrzQL) 400 5 No No BCDL 10.0 Code FBC2014/)PI200] Well Weigh:221n 17=2055 LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOPCHORD Structural w cxJ sheathing directly applied or 540-8 oc purine, BOT CHORD 2x4 SP No.2 except end vericals. WEBS 2x4 SP No.3 BOTCHORD Rlgld ceiling aireClly applied or 1OO-0oc bredng. OTHERS plot SP Nd3 MITex recommends MetStabillmrs and requln d cross bracing be inslalletl tludng(fuss erection,In w.dence Win Stablli2er Inatalletion upt REACTIONS. (Ib/slao) 7=99IS1O8 (min.0.1-8),5=M I" (min.61-B),8=2]6sl (min.0-18) Mex H.7d (LC 12) Max Uplift]=23(LC 6),5=-24(LC 8),6=402(LO 8) FORCES. (Ib)-Max Comp.Rdan Ten.-All tomes 250(Ib)or Ise.except wOen shxmO. WEBS 38=204l9 NOTES 1)Wind ASCE]-10;VUt-l30mph(3 second gMr)Vasd=101mph;TCDLS.o l;BCOLd.Opst,b=25M 0=4511;L=24g;eave=2X;Cat. II;Ev C;End.,GCO=018;MWFRS(directional)and CC Comer(3)61-12 to 14-0,EiValor(2)1-4-0 to ll rune;end vertical led azposed;GC for members and forces 8 MFRS for deal shown;Written DCL=1.60 plate grip D01r1.60 2)Tike designed for w1nd loads in the plane of the blas oMy. Fa studs eanceal to what(normal to Ne face),see Standard Industry Gable End Details as applicable,or cam ult qualXied building designer as per Al 1. 3)PmAde Meditate Manager to prevent water ponding. 4)Gable requires continuous bottom chord boiling. 5)Truss to be fully sheathed from one lace a securely braced Mains lateral movement(Le diagonal web). 6)Garde arude ipm ed at 1 40 an ])This Mss has been designed for a 10.0 psi nonan chard Ilea load nwncollcurrenl with any other live loads. 8)-This Imes has been designed for a Ill load of 20.0psI on the bottom chord In all areas were a rectangle 360 tell by 2-0-0 wde x911 tit between the WROM Mord and any other members. 9)Pro%rae mechanical Connection(by others)of trues to Waring plate Capable of wOemeding 100 lb uplift at joint( )],5 except i tib) X102. LOAD CASE(S) Standard A wI.-ew Mtlso weer MeeutlaEIO NOIad al]IpSM'ONCIYOFO YduseleeeANLE FACE M614A m.l0 11 afiDPEaBE it ho..blran w Yn91M1 MIIeMIDcmmctm PkarvYdl kbxtlaYYurynpa—r—.'mtlafa m..IxlrWp canrwicnnl rot 1.0ekxa uv.IM lsIdly Czlpnel i,,. Ntrsc e:mMNoldefnrursnalem.'.,srnle is,'.aM clow I.1.lire.-M, e p1M3 usepn. Iaa'4p firde dbracr-cmdlcgon aI.1.nuaweb.1.cine memlvr .14aaalbrvl WIn,aW pennaienl aactp x We%eIaTAM kx,ktJlNwJlo pewmcW MIII Wad+le pe Warwd aarerirdalvpe. sx,wi-MOMWxe"don. .rso:laoae.hMay.aaclM—cors'got Moshoodsh' Pen EMits'i fyeN Wymuxm pvyyLe tan tl�Hae xulMae.21a N.lee Sheet.SiAb112 NeRWh VRY131 E. Te,FL.10 our 1w pe O sada 11Fly 8EIQ4 a4dre 6pader I 1 Job Reference lionel &NYp Curpaiml6rRM.JxbwrviY.FIams nW..G8u Jui452016 C1%AX:8.0dt¢Jun PSz016 Mitek GWC_.Irc. FnrvEIX11a3333Y01]MI ID:WccGeuC_ppF]oCIwIW]EnOnWr]-1NHpiHXC3JGWC bKVli]IPBvli2UJpyeCMCURzoggq a-0 s 5106 Sd066 30]Ff2 yg- Sai 1.13.9 2M II 3 6 2 a a zxa II _ 2nd 5-1" 2Nd 2-n-a Rate Oftsds(XY)- [5:02-00-1-01 LOADING(pst) SPACING. 2-0-0 CSL DEFL. In (kc) bullUd PLATES GRIP TCLL 20.0 Plate Goo DOL 1.25 TC 0.51 Ved(LL) -0.05 45 >999 240 MT20 2"190TCDL 10.0 Lumber DOL 1.25 BE 0.37 Ver(TL) -0.14 4-5 >479 180 BOLL 0.0Be,Stress Inc, YES WB 0.00 -M¢(TL) 0.13 3 hat we BCDL 10.0 Cents FBC20141PI200] Wont Wall 20 to 1'T=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Slluclural woad s ariffi ng directly applied or 5 106 ac purlins, BOT CHORD 2x4 SP No.2ellwpt and verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid calling dmadly applied!or 10 c 0 cc bracing. MITof f " morl Thal SIablllzels and requlrn cross bracing be Iretalletl during hues erection,In accordance Wth Stadizer Inslalluftb n uitle. REACTIONS. (IGslze) 5=22710-5A (min.01 4=86Mecllaniral Max Herz 5=d](LC 10) Max Uplift 5=A8(LC 8),3=-105(LC 8) Max G.5=22](LC 1),3=160(LC 1),4=108(LC 3) FORCES. (Ib)-Mex.Comp.IMex.Ten. All forces 250(Ib)or Less except when shown. NOTES 1)Win:ASCE]-10;Vu11=1 Bill(3-sewn gust)Val of mph;TCDL=5CFaf;BCDL=5.Oi InI BdSR L-2411;eave=Ml Oat. II;Exp C;Encl.,GCp1�0.18;MFRS(dlrectonal)an C-C Exiedor(2)0-1-12 m 31-12 morin-1)3-1-12 to 5-892 z dos;en vedlcal left etmosil for members an forces S MW FRS for readlons shown;Lumber DOL-lM plate gill DOl-1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psi bottom Chord live lead ncncowurrent Who any other live loads. 4)-This base halt been designed for a live Ilett of 20.Opal on me bottom chord In all areas where a rectangle 3b-0tall by 2-0-0 wide Mll fit beiwean the Whom chaN and any other members. 5)Fear 10 glrchads)for truss 10 Vuss connections. 6)Provide mechanical w1nmoon(by others)of truss to bearing plate capable of wihstandirg 100 to uplift at jolnds)5 excia l at-lb) 3=105. LOAD CASE(S) 5landad Qwaaawe VMry WLpnyermww[vuaeap M01E9 pI]I®xMO NCLYaFOYIafaER611XCf PIaf Yi]aAm.140.Htlr6BEFORE rASE ■.p niwSdiwr-MY ron AYIebbcurec0.n.T6tleYJrYb edMY�N'r-rWmwim9gnn.rxgklp O�tvPekmd MMM1gcanlnnnt rxn N�YBM Mnow motion.setae ue.Ire wldre deadva mut v«MIrempluxwN air obscure.na propel bcun>aue Ire tlerbn bull Ire.—i3O wrpmaw.9ernpla:aeaempev«alvcuvaxrwtlir/liwwennwucluenrerrta.uw.em "mwnymdplrtvV:nll.,.:en MiTek maxasr«rAedavmrrmdmwaern�ni�wenw�+elamrnl nraawan.rvdulvoe.raa,wtnaxmrr=ermwaene 9baaMHy�fissional eo..tl.AaMmwraaen ClMnaattadeIMbIXMeMbrma.zllnewHa.iso tlBeat. As'+xlle31Z Ne/eMmWdMwI VA 22314. 0Yd9atl BCL muLempwwe � i.�ma,nle 3XIoBMs. Tru. 1 1. Ype Y Tlp3ex]� It&i5i0A T. IYX hip I t Job Reference gol BuXg LortpmeM SppyJXovk,F325a flneeea ruePhx"BO !,1o. OaxMst nFogID.WmGBUC,FbF7oGIwV)En4mWr]-VhM1OLI9MR6BZnuDDMI03MFMGBFRM,,t Sa S. S16B ' St4{ Salo I andt2 se, 6wN=1:186 9N II 2 6 ] 3 1 5 34 11 ?111 Slos N4n.a Plate Ottaets(KY)- 1203002-DI 15:0.2-00081 LOADING(pelt SPACING 241CSL DEFL. in (loc) Vdeil Jd PUTES GRIP TOLL 20.) Plate Grip DOL 125 TC 0.83 Van(LL) 0.be 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Verl(TL) 0.14 45 a473 180 BOLL 0.0 ' Rep SOese her VES WB 0.00 Hmz(TL) 0.24 3 We we BCDL 10.0 Code FBC2014]TP1200) Maldx-MS Weight:21 lb FT=20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural scoot aheatNng directly applied or S-l"oc purins, BOT CHORD 2x4 SP No.2 except and vertlwls. WEBS 2x4 SP No.3 BOT CHORD Rigitl calling directly applied or 100-0 oc braclog. MITak recommends filet Stabilizers and sculreot cross braGng be installed during buss electron,in accordance MM StaMtlxer lostallatlon guide, REACTIONS. gWeize) 3=1621IM chssloel,5=227/0-54 (min.(,14),4--65Mtechanical Mex Horx 5=4)(LC 10) Mex Uplift 3=-119(LC 9),5=-91(LC 8) Max Gree 3=162(101),5=22)(LC 1),4=109(LC 3) FORCES. (lb)-Max.Comp.Mtax,Ten.-All forces 250(Ibl w less m©pt w4en shown. NOTES- 1)Unbalanced mol live loads have been considered for Mis design. 2)Wind:ASCE)-10;Vult=130mph(3-secoel gust)Vali 01 mph;TCDL=S.Opsf;BGDL=5.0ps1;M1=2511;8=4511:L=24RI safte f1:Cat. 11;Exp C;E.L,GCpl-0.10;MFRS(dinecfionag and C-C Exterior(2)01-1210 4-9.13,Inleriodl)4-413 to 5312 zone;end velficel left elgwsed;C-C for members and forces 8 MWFRS for reactions shown;Wmber DOL-1.60 plate gdp DOL=I uw 3)Pmeide,adequate drainage to prevent water ponding. 4)This(ruse has been designed for a 10.01 bottom chord titre load nonconpurrent Win any other live loect 5)-This truss has been designed fora Ilve load of 20,0ps1 on the bottom chord In all areas where a rectangle 300 tal by 2-0-0slds will fit radial the bottom choN end any oma members. 6)Rater to girders)for truss to truss connections. ])Frowns mechanical connection(by others)of truss to bearing plate capable of withstanding 100 to uplift at joints)5 except gLlb) 3=119, LOAD CASE(S) Standard Q wAaaxa vnh 4.glwpm...r sox nxs4xo wcxwap una Y . �ewueiseauyw�netka . _ ms �sl,a.mr . I I - �e Y4 yalmn_Mlury is IxlklYgtleSyyie Ivenh itis gFlluYAIN DI]u�lx µ I WQ bYAcatetlal ry I � lkvTM1A uIv Y JI e ^uHl MiTeK tlMtmuss doLLi .lowenldMr.w1,outanti rvaM- M d's. N.ass. xi S.sunode",wpwnM Cmxb 09aD wacs eL^^WmM axe E anae altly IMgmellm—diou.M1an truss RaNsfiedi 218 N.leu cored,,Se1R1, FL . ee5�n o rues was type Oty Pty now>M 119]eTM TM WnNP 1 1 Job Referenle o mAn &Ydry Conpcwnl Al Je[bwni6.FI LR56 the WovGMd.JMRSRm6FIM.Eoe, r7252016MTMn912nuDDIANicl2GOFRp1' th ID:WccGeI5-10-8 oCM1W]EnMZM'r]VhhpOL19NAR801ZnpDDMId128FKe2GOFR%Vg111mggp 2611 3110 2610 3510 4x5- Sale 1N8 6.00 F12 2 m II 1 E a 34 4 66 II 261< _ 6109 2616- 3310 PIaN OfNels(XY)-- IYEdi-12112'02-80-2AI LOADING(paf) SPACING 2-0-0 CSI. DEFL. In (loo) Udell IM PLATES GRIP TCLL 20.0 Plele Gnp DOL1.25 TC 0.65 uni 0.16 5 x119 240 MT20 244190 TCDL 10.0 Lumber 1.25 BC 0.5] Ver1i 4).16 5 >412 130 BCLL 0.0 ' Rep Stress Incr YES WD 0.05 Hoa(TL) -0.37 3 No No BGDL 10.0 Code FBC201MPI2007 MatmF1AS Welght:2611, Fr=20% LUMBER- BRACING TOPCHORD 244 SP No.2 TOPCHORD Structural woad sheathing directly applied m 5-109 oc purlins, BOTCHORD 2x4 SP No.2 except end Wildcats. WEBS 2x4 SP No.3 BOTCHORD Rigid ce111ng dimply applied or 60-0 on bracing. MiTak recommerds that Stabin2eo and requlmd cm-bracing be Installed tluhtg irlx,s erection,in accordance Win Seoul installagon Clod REACTIONS fiber.) 1135IMechanlci 6=227N-59 (mN.01-3),4=92IMeMarvicel Men Hoa 6=127(LC 12) Max Upllg 3:: 9Sgi 9),6=92(LC 3),4=-29(LC 12) Mex G.3=135(LC 1),6=227 LC 1),4=100(LC 3) FORCES. (Ib) Mac.Comp,%Im Ten.-All forces 250(Ib)m1ess except Whenshown. NOTES 1)Unbalanced root live loads have been considered for this dough. 2)Wird;ASCE 7-10:Vult=130mph(3-second gust)Vastl=101 mph;TCDL=5.0ps1;BCDL=S.I1peC h=25ft;Bd511;L=2M eave=4ft:Cal. ll;Eng C;Encl.,Gbp1=013:Mi(dreclionel)and GC Extedm(2)zone;end vented left expose -C for members and fomes& MFRS for reactions shown;Lumber DOL::i plate gnp DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 100 psi bollom chow live two meourcumat with any chair live bade. 5)-This was has been designed for a live two of 2O0psf on the bomin d1oM in all areas Move a rectangle 560 tell by2-O0wide Will fit between Ne bottom chord a0d any other members. e)Refer to gtder(s)for twos t0 twos connections. 7)Provide mechanical mrmection(by curve of truss to Waning plate recede of Withstanding 10011,uplift at binds)3,6,4. LOAD CASE(S) Slander! �WAPNINOVMIyONpn/s's+YrmenC PEIO NOIEe OX IH54NO x1eLUOEO IMExaEFEPINLE PI ]RJ F09E Ua �� WLMhation.... ¢aYywMi ."Bcanre.nvmv`,,* dmn]aY µxx�Paomele¢Yrvrwn.ann M 1n ac✓ - . MmpSlem Babe W.C¢Weiyh tle4aravmuAvally llW g4iN11NontlaL{y�Wmre hien] h +nk W Wd9d�Ar aIXMp YVJbiledabpecenid<mg MM,IMWb Mrm,eebm]/MChvdmemLe y AI�AIi 'Y t.in MiTek k Rwgiregletlb Gtlnya'A 10 PavarrlwNxra vWlalx+�3e La'.orvlrYxYaiOpgvalY WnIXX )u Y httr /SacplM tlpOy tlelAery me[Ibnad chip WBr¢zaaq AoayAwnc eBBMXWIlIYrtllh Clllsib ICSI auIMM9C mponenl 6800 Fke U Bvd Tr, rt fytlx YlpnnWCn w.Yde M1anl�Nab YeXMe.RIBN lee Street 6ulle]12 Msxuvlb.VPR2311 �rpe. l3i limsernes ypa 1WB]W 118jlob35i0A T0T WA ft 1 1 Idob ReNrewe a 4anBl BUWWq LmpmM 51¢[ly,JeBWnYw FI]II56 ID:W 109AIn353D l8 :BDIDBJr7-Vh0OLIT IIMIYIW.IIC, ldhn0314'Y!'9i3M]PpB1 ID:WaGOUCypF/oCIMW]EMZIW r]-VMgOL193MR801➢uDIXAItlh35FFm2DSR%YIIt troggp 4x-14 5to9 ' aea4 18-10 ' 396- from I J.e obbI3 2 3 T m 1 6 e 0 4 II wao Le -04 sloe ldo 98.14 M Ptate otters,an- n:o-t.e.o-1-01.rz:o<-o.o-zet is:az-e.o-tat LOADING(psf) SPACING- 2-00 CSI. DEFT-. In gm) oft" Vd PLATES GRIP TOLL 20.0 Plate Grip DOL 125 TO 0.62 VmgUU OA8 4-5 >371 240 WN 2441180 TCDL 10.0 Whites,DOL 125 BC O.BB Vert(TL) -0.18 4-5 >3]6 180 BCLL 0.0 ' Rep Stress liner YES WB 021 H.O(TL) -037 3 Ne Na BCDL 10.0 Code FBC2014 PIN107 Vial S Weight:251b F=20% LUMBER- BRACING TOP CHORD 2x4 SP Not TOP CHORD Structural woatl sheaming directly applied or 5-108 m pudlns, BOTCHORD 2x4 SP Not incept end verticals. WEBS 2x4 SP No BOTCHORD Rigid calling directly applied or 4 0-12 tic brazing. MITek remmmends trout Stablli mer and required crass bracing be Installed during truss erection,in accordance with Stablilzer Inebriated guide, REACTIONS. Mral.) 3-lSMI eMenlaaL6=22]N-58 (min.0-18),4=nNachanical Max Ham 6=168(LC 12) Mex Uplift}105(LC 12),4=26(LC 12) Max Grew 3=154(LC 1),6=22](-G 1),4=109(LO 3) FORCES. IID)-Max.CompJMax.Ten.-All forces,250 gilder less except wizen shown. TOP CHORD 18=48811]6 WEBS 1-5-31]/694 NOTES 1)Unbalanced roof five loads have been mnsldered for this design, 2)Wind ASCE 7-10;Vuli=1 Whiph(3 second gust)Vwd=101 mph;TCDL=50psf;BGDI- .Opsit h=25ft;B7 611;L�Nfft;game ft;Cat, II;Elm C;Encl.,GCp=0.18;MW FRS(directional)and CC Exteill 0142 to 31 12,Intedodl)31-12 to 4-&14,E dmor(2)48-14 to 5-9-12 tone;and Medical left exposed;C C for members and farces 8 MFRS for reactions shown;Lumber DOL=1.80 plate Due DOL=1 an 3)Provide adequate drainage to prevent water ponding. 4)This Huss has been designed for a 100 put bottom Glwtl Ilve lead nommneurrent Win any other live loads. 5)'This more has been designed for a live load of 20Opel on*a bottom choal in all areas,Mom a recharge 3bO hall by 2-00 Was W11 fit between Me bottom chord add any other mandate. 6)Rater to girders)for truss to truss mnnemons, 7)Provide mechanlwl connection(by otnfund of Maes to bearing plate capable of withstanding 100 lb uplift 9jompq 4 except gtdb) 3=105. LOAD CASE(S) Standard AL"resom-VxIry OeYpn pmxnenenuNPFAD NOTES ON IMSIHa NCLYDFa M/Ex a6FlYNCf FIaf W]4J3 m.IMWNi6 BEFOIIEY9E MwutAldlonrocNY 1 Mcrundlomw R1—oyrk"lumuµvl pAanalmi9nwn.m of., MNtxul dAdgev.1.Mmm ml OIffiuceso Betas u¢.IM dMdrq tl%{rm m�¢I w:ilN me 9FIIci11HN of dedPl Ipalielertm]gcpelly Ycrxq¢ole xrtofexpo Flo Me evcdl WRg�I.aacYq Bvtaladbla l¢MVMIiIy:Mare eluBYvb.M 111mwMaldla ctcla mamas lv. Yv'^91Fnx CnilblW mJ'r mllaleritd¢trp MRek' ma lBt'mmus slt"atll. MMl "MI'mhpeRie Fawn Ye= W Wmpe.(vs,gaieltlgWacadno V IdxlcalA slagTe.tlellrely ae[:IXnmla�le:Yreo Im d. llu¢ry51MM 4wo11Mt OuaxMI;IIIBIM.DBa'BB M4 BGBIwMNOCompwnl wwvelW.1elA. MBIy NyImXM wtllMe pan LIm FW1e YeIMIle.21BN lez SOael.Alle31 R.NBaW W.VA'Mal<, T.I..11 3]610 o u s ype 71 WB Ra IIWS]M ]Ba Has Mp O1MB1 1 blob RNaeBoe ionN AAt cpipvwnt Sugg,,J clwcmiae.FI 3 ea add:9➢109APo 2a.1am. sate a An 2a 2016 M]YYWNIpe.IK FIIFPo 0314'Y!'S1B1]Pypt 11-t-10 161 8 ID:WddG0UC_ppP7oCIMV En4nWI]-21F2ENnkgI21V0_6Mmrq oAikTK5P98Fl2Nzegga 640le Bb0 51-10 411-14 4-11-14 5-0-00 Sous-1 a0 NAILED 010 NAILED NAILED NAILED NAILED NAILED v NAILED NAREO 66 NAILED Rx011 9NAILED NAILED 6x6 aeO 12 R 17 10 a In. 21 22 4 E 5 23 8 & 241 26 ] � 1 2] 2B 1a N ad 12 31 10 32 as B sl 35 3s NAILED HAILEp NAILED NAILEDNAREO NAILED NAILED NAILEDe BIB= h< s,,EN103H3= 4x'10= 46 4A= NAILED 4IS= NAILED NAILED NAILED NAIIED 600 n.1-10 161a 21-1d R63-0 600 5-1-10 4-leu i 1-14 SNO Rate OBBeffiMY)- It:C-0oe, -2-131.12:0-0-8.0.2-01 [7.02-120.2-BLI8;Etl0a O-2-0119:62-06201 LOI1 ON) SPACING 2-0-0 CSI. DER- In (dc) Vdelt UC PLATES GRIP TCLL 20.0 Plate Cup DOL 1.25 TO 0.05 Ved(LL) -0.191012 >99920 1`720 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.]9 Velt(R) -0.491612 >84 18 D 0 M18SHS 244/190 BCLL 0.0 - Rep Strew Incr NO WE, 0.70 HOIz(TL) 0.11 8 Na Na BCOL 10.0 Coda FBCPp14/TP1S0O7 Mart,ME Weight:ISE to FT=200: LUMBER- BRACING TOPCHORD 20 SP No.2'Excepr TOPCHORD Stmcumix sWMhingdlmdyapplie or23Boc dim, except 2-5:204 SP No.t and veHmals BOTCHORD 20 SP No.1-Excel BOTCHORD Right ceffmg directly applied or 68-15 oc bracing. 1-11:2x4 SP SS MITaN recommends IhM StaWIized,and required trees bradng WEBS 2x45P NoS'ExeepP baIreralletl mm_truss election,in adc.malwe voth Slabiltael 2-02,3-10,8-10,7-9:2x4 SP N0.2 1deallIubm aide. WEDGE 1-eR:20 BP No.3 REACTIONS. giva.) 8=2149/05-8 (min.O-2-9),1=1954/0-6-8 (min.62-5) Max Hort 1=124(LC 8) Max Uplift 8=497(LC 5),i—404(LC 8) FORCES. (Ib) Max.Camp/ .Ten.-AIL forces 250(to)or less except Men shown. TOPCHORD 1-2-3356694,2-17=-008418]8,1]-18--IDS4/078,318= 1084/878,3-19-39381874, 19-20-393&8]4,2021=-39386]4,21-22=-3938x8]4,4-22=-39381874,4-5=-393818]4, 5-23=-3938/8]4,6.23=393810]4,6-24126491610,2425=-26CV610,26-26-2649/810, 7-26=2649/610,7-8=-20071YW BOTCHORD 1-27-88212921,2]-28=6622921,13-28--6622921,1329={£02935,293',1=-8fiex2935, 12-30-6602935,11-12-678x4994,1131=-678x4061,1631=4178x4034,1 6 32=61 0.28 4 9, 3 O1 a33=41 WEBS 2-13=U40].2-12=3121443.3-12=52&2]].9-10=51680,6-10=336/154], 8-&=145Y514,]-9—]1]/3118 NOTES 1)Unbalanced root live Loads have been comldered for this droagn. 2)WIrmL ASCE 7-10;Vult=13Omph(3 second gust)Vasd=1O1ugm;TCDL=5.0psi;BCDL=5.0psh,h=2511;8=4511;1--2411;eaI Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=160 plate pop DOL--IS0 3)ProNUe adequate drainage to prevent ware,polling. 4)All pleas are MT20 plates unless othelvase Indicated. 5)This moss has been designed for a 10.0 psi bottom choM Ilve load nonconcun6nt Win any other live,dads. 6)-Tom truss has been designed for a live load of 200,51 on the bottom ctwnd In ad areas More a rectangle 3601611 by 2-60 Mde Wil m between the bo0om choM antl any other members. 7)Provide mechanical connection(by olnen)of them to hemi g plate capable of Withstanding 100111 uplIX at Ioinrls)except Qt-lb) 8=497,1 104. 8)'NAILED'Irdmates 31W(0.148'x3')or 312d(0.148'x3.25')too nails.For more details refer to WTekh ST TOENAIL Delall. 9)In the LOAD CASE(S)section,loads atrophied to the lace 0 the them are noted,ss Iron1(F)or back(B). LOAD CASE(S) Standard QWARNWa MNpn peremalwe mO a.dNo.oe.Arm INCLUUEV MI1E.0 aEFEa .1A6E 59EFWiEVSE ""m " ,ZEE MYwlm MluXMconnedai.IKCen{n 3Lmnlxl n un&ers9wvnx.o'tla xmldlWwlluNAy um,yxar u.xwl Inns ayele'n sMwe ua.Ills MA'dp dsLywr coup va 11w 61;.1 olaleatn lNxmlelen.,oPnry stmt to lNzw'.'bRaovadl a�m°agA�dw°a�°nmr"iIv`�dx°I i�.aL a.nln'I I> wv�da«>am mer«odummin,'a�ae�ale° Ire'�'11.,�II1B M1Tek Inbkmd u.,ddlva,a."'d ocYpol Or .lmoreomc NreANeI/MI GrMG11IxIq Ix .Iadf aCYWM9Canpannl P,*,Ewt BNd. aaNYlx,lormollm etMaFb ran Ylre Nalex,Nllxle,nBx.Ice WeetsdaemZAlo l VAM14. T.,11 93610 a� Wa 1g36 . 118ELM T: NMHb01NB1 I 1 Jos gakrence o rel &Idry Cmp[nml5i�ply,JiY IVIp,F13RP58 ryD:W0 BUC2pp06PtlN'aeleeJun Y5Y016MRN IV-hghMA?e FeFLP31W356201TPB ID:YJccGeeC_ppF]oCM1YI]EM]IWI]g4pDRtlU'V �9NIIA9eFgN2nlP3ylWpYUY155mxapn LOAD CME(S) Standard 1)Dead a Roos Uve(Ealanced):Wmb r Increasm1.25,Plate Inde 1.25 UMtonn Loede(p9) Vert: CancenMe Wads QD) Ved:2=W(F)5=9](F)11-5Of113=80(F)4=-W(F)10=50(F)i]=-9](F)18=-W(F)1?-W(F)22= 7(F)23=-9](F)24=-9](F)25=-9](F)2C=-105(F)27=113(F) 28=159(F)29=60(F)3 W(F)31-W(F)32=8ofl33_-60(F)U-W(F)35_BO(F)36 3(F) QWIPNW /y Capnps,mnl E E 4HCE 4E MF]s i]nr 16W201 1%SlPvd - I wl MIk L..Ink few el I 1y 4. I JtrId mYNMTx1W ,1 w a......e bl .I .I MY r# ry roruMYM.arnuale R6 rM4an Ni tt¢ovadl dMdrv�r✓gP H M1Mulk leen I p 1 4Yl r rx.ln,n Bala MY M][aW km0.Wmlpsnnaw�IMoci9 Mllek' WJ Med m71 I .AIq wlll rymYA (� 1LfeY Ngo{eOY[lanege. fngmadgJWv9lryyxtyp ne kMttahm laay.Celloery,recA udh aq al etisers s on MNy/ryI1 GWN1y CNxlq OlLlFaN 4LN WtlnpCMippM1 0.P.I.EM.Xd 9NNy YiomeMe wdade kaninm Pale M .218N Iee 51eee15dp 31R Nemtl�¢VR22314. Terrye IL 33610 ruu reel ype Tidwell 1183siW iW Nm Nip 1 Job Reference o .,.I dMlrq LdrpwBM$iLgr/,JNbMWk.FI32t58 Dirt&01016JMYSNlfiPIM'0010¢Jun 252n15ln Vnal-hgNfIAMe. nl LTWI4HM s5Pag1 ID:WaGBUCypF]ogwlW]EMZIW!]-R4PORIKPV_h9NilAleFgN2nLT3]dW2NYiYfs5lmoggn 14-1 980 Bid 241.1 511-13 283-0 8-18 I e-19 I Sul.=1I1 h10 "a11 she= sa= 2 16 17 3 4 18 6 BAp 12 u qI d t. 3 9 1 8 56 L Wit `M= bi = 463= 2M 11 &40 _ _ _ 141-0 261-] 2630 8 -- - 61-9 Stt-13 64 9 %Ma OBsels D:Y1- (162-122 0.D-]I 1264-30-2-01 LOADING(psi) SPACING 2-0-017C I. DEFL. In Qom) Vdall VO PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 O.BS V.4In) 0.12 10-13 >999 240 W20 244/1W TCDL 100 Lumbar DOL 1.25 0.60 Veri -0.25 10.13 >999 180 BCLL 00 ' Rep Stress Incr YESI 0.54 HondTI-) 0.05 6 Na No BCDL 100 Cade FBCW14]TPI200] trix-MS WelgM:136)b FT=2M LUMBER- BRACING, TOP CHORD 2x48PNo.2 TOPCHORD Shuctul woad sheetNng,irecllyeppllador 1-11-14 ocp rifins, BOT CHORD 2x4 SP No.2 ameptendverlicels. WEBS 2x4 SP N0.3 BOTCHORD Rlgld caling directly applied or]&10 oc bracing. WEDGE MITex recommends Ilial Stablllzels ark requlrad cross bracing Left:2x4 SP No.3 be Installed duhng ..erection,in accordance with Stablllzer In iefor on it" REACTIONS gb'slze) 6=104bQ5A (min.0-1-8),1=1044NSA (min.0-1-8) Max Horz 1=165(LC 12) Max Uplift 6=-369(LC 9),1=2ShLC 12) FORCES. (Ib)-Max.Comps .Ten.-All fomes 250(Ib)or Nars except when mmean. TOPCHORD 1-1a-16]1/531,1445=-156&535,2-15=-1586x554,2-16-161]/590,161]=461]/590, 31]=-161]/590,3L--161]/590,4-16=-11]1/415,518-11]1/415,56-990/404 BOT CHORD Ili-WMN9.9-10=-5]W1405,8-9=-518/1405,1E-426/1197 WEBS 21n=W293,2-8-152339,38-316220,4-8=-206523,4-1,697KIW.S1=-SOW1415 NOTES- 1)Unbalanmd fool live loads have been o0nsidemol for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second goal)Vasd=101 mph;TCDL=S.O mf;BCDI_60ps1;h=25X; 3-1511;L=2411;wave=68;Cel. ll;Eed C;End.,GCpib.18;MFRS(diredolsl)and C-C Fats (2)O0.0 to 30-0.Interil3 0 0 to 640,Extremity)8-0O to 12-2-15 mne;C-C for members and formal A MFRS for reactions shown;Wmber DO1_1 60 plate grip DOIn180 3)Provide adequate drainage to prevent water Fording. 4)This Irks has been designed for a 10.0 pal bottom chord live load noncommin M with any other live loads. 5)-T015 truss Ilan been designed for a Ilve load of 20.0ps1 on me bottom dmol In all areas Mom a rectangle 3 5C tall by2-0 0 Wile will fit hammer,the Whom Word and any other members. 6)Protide mechanlcal oonnecllon(by others)M was to beading plate caoade of withstanding 100 to upIM at joinds)except(#=lh) 6=389,1=259. LOAD CASES) Slaldald Q w6wmVo-r.rrx 4.q.y.r..w...l4Duoxmes wr lxe.woxcx wru splFx aar[nxxanasr¢a"a".'I.. os 'I.use. CerUl.mr—ci 6y WIhl19d'9 cvnlecbi Rh OuMlh[mN WY Worl Wranel.n9wxn aNhlw lm M9ukAltl WM6gcwnpor'errt rot pnypan.Belwe�nwW dtlstyxxvivaylMq AIe K4lNdde9{n nwwnelerswa IXy.VYr�*Cwale ntde4�y.o lM or¢rW Wp6rV6 wOCYp6VY 1WWYbpr.WI11 rIKHgWY6fX1ip IN6 W.UOW/W Clptl meMbenWY. Prll lempxay aN l¢nmm�4daNg Mlek' 6W.W6r6[llP3MMhatllo peva9aA�Mlp.flena2a✓tl 64.yon]gopaM WnWe. rwaerwrtlgbai mshdrxltlo al Peb Een 9NJ. NLGdL fdowl Oaay.ww:bIIUW1Y 1p WIliID66OgIiW ryalancuYJtlUMIWdhCX.M.P]H9aM BC]IWwiq ConpourY Sw6lyhMrrW.raM.YI6 Yen 1nswLL ImXn%,418 H.Ieealrwl,SXe31201ettatlM.VAYlJ14. Hhl FL 3M10 onus We naw]90 1lasroA rlo wn HY I1 iJob Reftnervistoplionaft BWpYq CpryCMrx$iINAy,JetWNneY.FIares PN:sons Jun3501 %YY'9410218eIs, 1`41`900314M,572017 F tlF62031415]201] e IO:WccGeuC_ppF7aCIwHVEMrtWr7- GNMKIGVh7,IMMmFJUNFWMNPtlCzm F60 10L0 15313 26]-11 2450 53-19 5313 I 545 � Scale 144.6 ndo M N4 11 41 fu 3 18 19 4 5 6 p ] 6m12 340 2 n 16 1 12 10 9 3 4,11 II 43= 3i6 1x10= 425 1600 15513 209-11 2630 1040 5313 6319 S]d Plate OMvM(XY)- 11:0.2-120-0-11113:0L802-01 LGAOING(psq SPACING CSL DER. In "Ift Udell Ud PLATES GRIP TCLL 20.0 P114e Gbp DOL 125 TC 0.59 Vei(LL) -0.19 12-15 X999 240 MT20 244/19D TCDL 10.0 &mbar DOL 125 60 0.82 Ve"RIL) -0.52 12-15 >607 180 BCLL 0.0 Pep Stress lmm YES WB 0.48 HoprRL) 0115 8 We We DCDL 10.0 Cotle FBC2014ITP12007 births NIS Weight:149 to F7=20% LUMSER- BRACING TOP CHORD 2x4SPNa2 TOPCHORD SWctuwl w000 sheathing mrsdly applied or 311-5 oc potline, BOTCHORD 2s4SPNo.2 ..at and various, WEBS 2x4 SP N0.3 BOTCHORD Rigid oeiling directly applied or7-22 oc owing. WEDGE MIT91 recommends ibai Stabillzew and mauled cross bating Left:2x4 SP NoS be Iwuhma tludng truss erection,In accordance Win Small., Instillation aide. REACTIONS Obit.) 8=1044/&5-8 (min.0-1-8),1=1044/0-53 (min.0-13) Max Horz 1=206(LC 12) Max Uplift 8=3]2(LC 9),1:252(LC 12) FORCES. (0)-Mex.Comp/Max.Ten.-AIL lona,250(Io)or less®cep wfien shown. TOP CHORD 1-16=460]/54],16-17=-lWW559,2-1]_1536/57{2-3=144VW6,518=127W491, 18-19=42]5/491,4-19=12]&491,4-5=127&491,56=-f27&491,&20=419W3E7, ]-20=-890132],]E=-99&413 SOT CHORD 1-12=E5911435,11-12=501/1247,10.1b501/1247,9-10=327/890 WEBS 2-12=-3091248,3-12=-10&447,&10=33]/215,&10=-232/544,&9=-]31/3]], 7-9=448/1223 NOTES 1)Unpalanced root live loads have oven considered for sure design. 2)Wind:ASCE 7-10;VUI=lMutant(3-second gust)Vasd=f Otmph;TCDL-3.Opsf;BOD",ftir ,h=25M8 511;I-24%esus=IiC Cat. 11;EV q End.,GCA .18;MFRS(dlredlonal)and!G EmoMR2)060 to&0.Q Inteior(1)3-0 0 to 10-0-0,EAeioR2)10.0-0 to 14-2-15 a,swC-C for members and tomes 8 MFRS for madlans shown;Lumber D0bf.60 plate gip DOLL1.60 3)Provide adequate drainage to prevent water pini 4)This buss has been resigned!for a 10.0 ps(maom chirtl live load nmlconiunent wird any other live loads. 5)•This toss has been designed for a live hard of 20.Opsl on the bottom child in all areas worse a redangle 380 fall by 280 wide will M oetween Me forlorn chord and any other member. 6)Provide meManlcal connection(by others)of trues to heading plata capable of vn0lstanduir,100 to uplift at joints)except gt=lb) 13=3]$1252. LOAD CASE(S) Standard Y M N RK E .. .... l �� [ N11 Y - 1 y .If iM kIu A w Y n: 11 I nII I I nl r1 4 / ,•., ,•.,. MiTek Y IwaW X a YxN i, 1LxM1nH>u x 1 V 9aWPlrr esery 4 lege Mllwry —ir MI tn'rpolInu —lim1, 5 art,we,WS/fill1mI.C91Ma 459d9aM nCSI WIMIny Compervnl 6801P ,b Fiu BNe. SdelylNwr,wMon w�1Me M1m,4,v polo MIIMu,'11aN Vn,M1eel.5Wn312 NexmMi VAR2311, innoe�Fl e36r0 o loss rias ypa i1o394]B1 11e35i0A TII Pm12fv1YGMx Jab Rehasual lanai 8upnpCmpneM3uppN.JwfeonwN,F13YL56 qur',81NOIe An RE 8016 Flo 9010BJun25R01a Soo afI=Yd IrG FN FBDLO 14R33a B01]Geq l ID:WccCBUG_pp2 TF14 IWTEn4LWn-NSWILH DxYdxIZ]31JSTsgvaDf_vOrM9lryAlzoggl 234 Sp] 6310 16512 1B]-00 2519 23J 363 36-3 S22 5A2 5510 StlN=1:46.1 NAILED NANEo NAILED Orb= 00 _ NAILED N II NAMED N 4"5 NALED 5"12 BW 12 4 17 1.18 1 1B 203e 21 22 22 a as 'N 2b] nn in 4x5 i 3 IM 1 ab- � 1e1 28 2] 13 as 12 as 11 3J 10 31 32 B 33 M Asa 4As= NAILED NNLED 4c5_ NAILED aw= 3v8= 4"10_ NAILED NAILED 4Aa_ Ni 3W II sof Ni NAILED NAILED NAILED NAILED 234 59] 8310 14512 1p-]-14 2S1d 29d 363 383 S28 532 SS10 PIant OXeen(%.Y1- I4O4-80-2-0117:0.360-3-0I IAApNG(psR SPACING- 2-0-0 CSI. 1RFL. In 1•a) Udefl UC PLATES GRIP Tea 20.0 Plate Grip DOL 1.25 TC 0.92 Velt(LL) 0.11 10-12 >999 240 111 24M190 TCDL 10.0 Wmber DOL 1.25 BC OD Vei -0.2310-12 >999 180 BCU 0.0 ' Rep filmes Ina NO W S 0.75 Horz(TL) 0.15 16 We Ne BCDL 10.0 Cods FBG2014TP1200] Metrh-MS Wei 166lb FT=20% LUMBEW BRACING TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood shealNlg directly appllea or 38-10 wpudlns, BOT CHORD 2x4 SP No.2 except and v6lXcals. WEBS 2x4 SP III BOTCHORD Rigid telling directly applied or 6-10-5 or owing. OTHERS 2x6 SP Ni MlTek recom" "hi Mel Slebilizere And required cross bradlg De Ira1811etl dlmg truss erection,in ecwNanca wl0 Slablllrer Inslalla8on ultle. REACTIONS ) 14=1514/0-58 (min.0-1-13),1 8=1 81 68-Se (min.0-2-2) Max Horz 14=144(LC BI Max Uplift 14=414(LC 8),18=451 5) FORCES. (lb) Mex.Comp.Mkx.Ten.-All fomes 250(Ib)or less except Men shown. TOP CHORD 2-3-23 51697,3h-2138/]66,4-1]=-20931824,1]-18=-20931824,18-1972093/824, 1620=2093824,5-2a=-20931824,521=-20931824,21-22=-2093824,622=20931824, 6-23=-14]&611,23-24=-14]9811,24-25=-14]&811,]-25=-14]9811 BOT CHORD 10.2fi78591894,288]=8591894,13-2]=858/1894,13-28=]3G'2054,12-28-]3012054, 12-2g=-01511961,11-29=-]1918B1,ll-30=-]191881,1050=-01511881, l631-011114]9.31-32=81111479.982=41 t14n WEBS 2-13=-8]/402,312=314Y22,4-12=-03/488,410=-2 218 0 2,5-10=836858, filo--33Y875,69=-123315]3,]-�-]92/1933,2-14=-2124/6]3 NOTE& 1)Wind:ASCE 7-10;Vult-lWmph(3secondgust)Vaerd=101mph;TCDL=SOpsl;BOOL=S.OPsp h=25%;8=4511;L=2411;eavi Cat. II;EVC;End.,GCp1=0.18;MW FRS(directional);Lumber DO1=1.80 plate grip DO1f1.80 2)PmviW adequate d.11nage to preventweter ponding. 3)This Home has Dean assigned lar a 10.0 pat bottom chord live load nonconcurnere with any other live two . 4)-This puss hes been designed lora live load of 20.0p51 on the bottom chord In all areas where a remain a 3-60 tall w2 0-0 wide Wit lit oeMaen the Whom chord are any other members. 5)Bearing at lolnte)16 considers parallel to grain value using ANSI?PI 1 aWIs to grain formula Building designer should verity aspect,of bearing audece. 6)Pravda mechanical connec8on(by o1mm)of puss to beading plate console of wVlhelanding LED @ uplift at joints)incept atoll) 147114,19=1 7)'NAILED'insolvents 3100(0.1481 or 3-120(0.1481.25-)toe halls.For mom details refer loMITd's ST-TOENAIL Delsil. 8)In Xie LOAD CASES)amfion,IDetls Applied to the face N the truss are noted as Vont(F)or bad(B). LOAD CASE(S) Standard 1)Dead 4 Root Use(balanced):Lumber Increase=l 25,Plan Increasai Unit.Loader(pIq Van:1-2=430.2-4=E0,47=60,6-14-20 Q wzaxww-vgarP�P..e.remaupxo5es 4w ms aro AaLppm2emx9afaBaucSvaaaw]m,...rauaorse5rox6use I, Id�. I. 0.4P1 Wp Iwua MYwmm MNpecmi¢clwd IMOe4P,Nbxs'JaYYupen ppanele¢5wwn.orrc]ala,m YdhMNCY lultlag cwnro,mt�wl p�w.Nm.eaaro�.nw Dasare dt3pael e„4-w.,IN IMgxlc�ary ormgnwarelons.aan mlonrnwmwoN riaeoMPn No nw hewer WdlgdeN3l.wMpN[Ma�alo PevrllM Npp olYMbaq ing6 W6bp[Va chNmmSe ^rW.MaLavJ lemWreYadpemerenilvwlrq ', MiTeK aaWOlt rdT6eJ1u so". amine Perm f"I'Do e"A" pav-A,MAw "`I pa antes.ra�rxagJb,wmD�9g Me 1axLUIW4 neaps.darvAw.Arecmaaa Haow9d eassrsandMBayJarn4.uMXL/IwI CiWlx amnw.pNd9aMNLRN416VCwnpaiwnl 6aoa Fe11 Erne sMwy BaoeaMloa a.amlA nom u�NaN 2slwla zle n.nomoA4 vbalz AMaaOki vAnsle. Tamed 331 oTrlAa runsyyeP'y 1tB}51pq 11 qml SgwIYIGItM 1 T10.b1)Rt 1 701 sJunre CB Ii0M1 &tYWp Cmpnetl$µ1My.btXCDVIM.FLY'RM Run:80108 JIn151018 Pnnf8DID 5Jun25ID16 M1TY btlu "'in FIS"W WR3YRDO P8R81 ID:WccGBUC_pPEIOCIwtW]EMRtWfI-NSRA UIUYd 731J5Tsgvs0lXW9ByAlmggl LOAD CAM(S) Standard CDnwntn&M L s QD) Vert:t t=-37(B)13= (B)17-116(B)1�-110(B)20=110(B)21-110(B)22=-110(B)23-110(B)24-116(B)25 121(B)26=9 (B)27-45(B)26-52(B)29=37(8) 30=37(8)31-37(8)32-37(B)33-37(B)M-37(B)35—42(B) QWAPMMO Ynb888MPormlel NFL IWFO WNI uNY�M•Mnekc JYi IU k i N4 4 4 1. bh .: )hl MfuMyM tvidlq O�byFHm &+I. M ry Gn . . I.X6N5k hitt.. I..atn�wm a nw : t. —.1, MiTek' kulwtpS leGd erlM��l�rn11 W �-YIV BM f++�+hW rW lWsymef 0c0M WnaJn f p {t k w tro ktxtalXn .ww, aW ttcMy�I lllme Mts Syslemi teMNL/IN16.Mhr%tI1Ma W9-laaM BCN WtlYq Comparwi Tenpe,1. IL 3D5tEe IBAtl. ]qeN l�ipmaXM wtlMAe M1anl IMe MMPe.210N1 50ee15Jb]IR.NeBaMh VPRRJII. FL 0 leas ➢e Oty ply tlM]Y „esslon NO Bwl6yxul JW Befere520 same, BItlMq CMpmM SL{[I/,JBtNpIWM.FI3R3.'S VM'.00101a ckin M G&C-,a ANI'lNmV7Fu tdtWr76 MRM jUlb W.lrv: Fa Etl 0a,4'Yd:d MI]Vqp 1 1711-13 UCppF]cCM1W]EM]IWr]NSWfLHbxYdZIZ]31JSTem1'M0JIIIMBVyrIfEOgll - 334 Y&] 1 11,110 1]-01-13 2S1B 334 403 409 683 scale=1:,16.4 ass= BM 11 46= 6.12= 16 17 18 6 6.IN 1z 46% 1s 3 ms= _ 1 14 d 12 11 10 0 iB 8 20 ] '1,A 11 1.10= .10 age 4xS= 2N 3113-10 1]-01-13 2SLB 93,1 B-06 663 ]-1-01 Peds Olfeels my)- f&0.380301 LOADING(pat) SPACING- 2-00 CBI. DER. In floc) Vdell Ud PLATES GRIP ]CLL 20.0 Plate Gtlp DOL 1.25 TC 0.54 Vert(LL) 0.1210-11 >90B240 MT20 24d/19D TGDL 10.0 Lumber DOL 1.25 BC 0.83 Ved(TL) -0.33 10-11 >912 180 BCLL 0.0 ' Rep Stress Ina YES WE 0.60 Homs 0.0 14 We Na BCOL 10.0 Code FBO2014RP1"7 MINX MS WelgM:16511, FT=20% LUMBER- BRACING- TOPCHORD 2W SP Ni TOPCHORD Slmdural wood sheathing dlrecV,applied or 4-614 No pu0lne, BOTCHORD 2W SP N0.2 except enol vedlcaie. WEBS 2W SP No.3 BOTCHORD Rigid calling dlracllyapplled or 100-0 ocbmcing. Except: OTHERS 2x6 SP No.2 S0-5 no breol",1011. MITek recommends that Stabliaers and reguired cross bracing be installed during tines evollion,in eccoudence with Stadlixer Irelalamon aide. REACTIONS. Maxo 12=995(LC1 (min.0.l-8),14=96Q�0.5-8 (min.0-1E) Marr Upli 12=232(1C 112 Max Uplift 12=232(10 12).14=1 ft-C 1 ) Max Gray 12=880(LC 1j,14=881(LC i]) FORCES. (Ib)-Max.Gomp.IM.Ten.-All to.250(Ib)or We except when sflown. TOP CHORD 1-12-_-982268,1-2=119890],2-3=-144&418,315=-118&3]8,4-15=-1088/383, 4-16=-MRS97,16-1]-990'39],1]-18=999139],5-18=-89913W," 841314 SOT CHORD 10-11=-53211191,9-10-3141 9-113141845,8-11-314A,15 WEBS 111=-3]&1476,2-11=8171308,310=2811191,410=0285,5-8=6(N1344, "=-39111053 NOTES 1)Wind ASCE 7-10;VUX=lMmph(3-s xYnd gust)Vasil=101mph;TCD--5.Opi BCD16.0pa1;h=25ft; 3=45X;L-24ft;ess il;Cat. II;Ex,C;End.,GCd::0.18:MW FRS(dredlonal)and G Exledor(2)0-1-12 to 3-34,Intenor(1)334 to 11-310,Exlerer(2)11-3-10 to 14310 xdm C C for members aal tortes&MFRS for reactions shown;Wmber DDI--160 plate grip OOl 1i 2)Provide ads0uale drainage to prevent water ponding. 3)This muss has been designed for a IC 0 psi bottom chord five load nwwncurrent with any other live loads. 4)-This truss has been designed for a live load of 20 Opsi on the bottom chord in all Braes Mo.a rectangle 38O tall by 2 00 ends Will fit learel n the bottom chord and any other members,with SCOL=10.Ops1. 5)Bearing at]olnds)74 considers parallel to gran value using ANSN IPI t angle to .In formula. Building designer should verify ONad1y of basring still &)Pravda mechanical connection(by Omani)of truss to bearing plate capable of wimsisomng loo Ib uplift at Idnt(s)except(jtdb) 12=232,14=354. LOAD CASES) Standard QWI6NHa VxNy rlelanpniemn NOIEe OH]XIe]Ha M'CLVVEa IMEx aEEER4NCEI1 SE ARE- MIIeAC_ _ 1tled5y�a ANVO-1udml+. etee SMnm.mlh - 1 m �Ide�m¢MWrptlefM cast velli Mw WMPtMlry old�9{p Wmclex>r] M IYF✓ I '.I.tlk eM 1 oteBmf4Mcalt 1.bpevall uses o1MN}]Isonal"and CMdmeobe Y kfM s.tu 1 m� lxWiV mote. Md11ydxlloNa'MI WII¢ia WlNgslYµ1'+.v1 L}.ym]pa�dly Wrcpn- x(v�w.tlyx tepw lM1y 1. tladSa,tleMnrv.de�Mradb 19a,nrm_ewWlnnmOm\reMN6fnVIf GUMhnIlW.os4N aM KYI wNMlpeompomnl Ta". FL fail mpXan wtlYtJa M1dn Itu fbKleltle.RIBN.Iee Slreei,3Je SIR.Nsm 7th VTRRJII. Tenpe,FL'p6f0 r1p4T.Typey Tm3eam 118SSIM T13 flei All 1 Job RaMreme s Conal BabgCbryplNi Byyiy.JxlmmYW.FI9'154 qui:B'Wce Jm 252a16,,CI W7ErVbI fr7-" 43MIIIIWPE7 llh FII gRW 14]35e MI)Pyo 1 ID:WccO91190,13 CIw1YJ)Er19BN/r]-MZ43MIOYdPE]SIFmpYlgPUGiKM_bp0Wi5xapk 43J &&] 133-00 /9613 3519 ' 43< 463 I63 583 6811 I 4ffi= 9mb=1.4 sw 11 ass= 5112112- 1] 5 9 BW tE 4ffi i 16 3 a= �_ 1 is 14FIR 12 11 10 a 1e 6 1e ] 2G II 4.1.= M= 4xIo 4$434 13310 1W 2S14 4 906 - S93 6611 Plate 011eela(XYh 18:63-8.0301 LOADING(RN) SPACING- 2-60 CSL DEFL. n (lac) Udell Ud PLATES GRIP TCLL MD Plate Grip DOL 1.25 TC 0.39 Veh(LL) 0.16 9-11 0999240 MT20 244/190 TCDL Mo Lumber DOL 1.25 BC OnVeMTL) 048 911 x815 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.89 H.(TL) 00] 14 Ne Na BCDL 10.0 Code FBC20IVTPl20W Matrix-MS Weight:In In FT=2099 LUMBER- BRACING TOP CHORD 2114 Be Nm.2 TOP CHORD Structural wood sheathing otiosely applletl or 4)-3 oc purlins, except BOT CHORD 2x4 SP No.2 and verticals. WEBS 2x4 SP N0.3 BOTCHORD FiglddeiiingdirecdyappliedorlO"ocbradng, Except: OTHERS 2x6 SP Not B-2-0 oc braclog:9-11. MiTek recommends that Slebllizere and requ,, d crass bracing be installed duN1g Was emctlon,In aaordance arm S1ablllzer InBtalla90n name REACTIONS. (INsize) 12=99010-58 (min.0-1-6),14=980/089 (m1n.09-8) Max Harz 12=185(LC 12) Mex Uplift 12-222(LC 12),14=344(1_09) Max Oreo 12=990(LC 1),14=IOD4(LC 1)) FORCES. (Ib)-Max.COmpMeK Ten.-All aortas 250(Ib)Weeps except when shown. TOP CHORD i-12=-9]3282,1-15=-12541300,2-15=-1254130,2d=-1505/409,3-16-1029/314, 416-961332,41)=-863134,Si)=-86394,51_-1_51246 BOT CHORD 10-11=-5091122,9-1R-505/1122,9-18=-2461651,8-18-2461651 WEBS 1-11=95011498,2-11=88)1323,391=-53913,39=-3831231,5-9=-163/388, 58=6]4251,6A=370V970 NOTES 1)Unbalanced roof Ilya toads have Caen considered for this design. 2)Wind ASCE 7-10;Vult=l Marten(3seoond gust)Vasd=l0lmph;TCDL=S.Opsl;BCDLd.Opaf;I SIk B=45ft;L=t24M,sawa�ft;Cat. 11;EV C;End.,GCpa4f.18;MWFRS(dlrectionel)and C C Elderiont?)01-12 to 3-112,Irearior(1)31-12 to 133-10,Exterior(?) 13-3-10 to 18310 mne;C-C for members and farces 8 MW FRS for reactions shown;Lumbar DOL=1.80 plate grip DOL-1.60 3)Provide adequate college to prevent water ponding. 4)This tress has been designed for a 100 psi bottom choN live load noncarm ment with any other live loads. 5)-This Imes has been designed for alive lead of 200ps1 on the bitom chord in all arses where a rectangle 3660 tall by 2-0-0 wide Mi alt Petersen t11e betlan Glord and any other members,with BCDL=10,0pal. 6)Bearing at l0 ni 14 considers parallel to grain varus along ANSVTPI 1 angle to grain formula. Budding de8igner should verity, capsedr,of bearing surf... ))Pomade mechanical conneclion(by others)of truss to bearing Wats capable of wihstanding 100 lb uplift at joint(s)except OWE) 1x222,14=344. LOAD CASE(S) Standard QWIRNNaYws trim premgnem4eFA0N016 dI FM4a AN0IILt1/pFOY/lN 9fflNNLE FI as ARF4fl Ica.la0.HtlIa6EFO9e U5E W4gl vaXtl Ica us MYNT WIxXW conmcb�a INca�kCaetl a4Yulxm p�anebrs Lvun\mf kb m YMW]wY dAtlkpcat4xxevlt rot nide wwor emxxe wb.ablxaal9 dare®rwMYolN xw.TxxnmMYdaoplpoolwlarlxa ware4vnwmmrrne mAdex9a No rtwwwal dAaedadea.as rleadnel rnwwaYw11d1ennaxlaua111esYreom11e1ml able me111maorvY.aeelbwrerlpo anc!1>wm�w .oral MiTek' Yexoylapletl ya.try oldie.a emaaa�Y.6h r>ar+Nerwmalwl HrvoadlK+snrdmrwe.wx 9wwrx 914r1orelagoere xw MAxbeNlskx�e.dHaely.neclbnald dMreol LlmaadlnanwMen¢�eANWINI Gmekw GlW,aSBJ9 old lCL Yilgaampanenl Gala GeM1aEW BN4. Sealy YeelrMm avdgde M1cm 1�Me Y11tMe.21e N.taeaa—L fele 3M NnmMM.VAR2i14, iarrye,FL 3'I61a job 11oss toss ype M1 y tl ]¢ 11e35ioA 114 Wyl9pxb104tla1 1 4 Job Reference o Notal laming C xnuoars S Wy Jackwmlsx,H ease qm,e01oa Jun253o16 Rhl'8010 a Jun III are MT%In..,.1. FII.0314.012011.11 ID:Wc 8.C_ppF7o lI 7EMAWr]a1cJUkNYHWJ]UQMoBN15U8A3gDBCHH27idmunggi 130 5412 Pn-n .9610 1910-5 2510 '1sa' 1]s L10-t5 4.ta-is 4.t Ytt s I 3c W:3/16'_1• MS= ]x10 2w II &f2= &N 12 6 4a6 3.00 12 612- ®g= 1 �¢ . - .X, 1s 14 Islgza 13 z1 zz 12 n zs 1D za zs ze p z] ze 6 704 MIAHS II Ram TNoae h14MT20HS= 76= THoa6 1002=THC18 4611 IN12= THUMB THDa3 axis=THDg6 THo46 THD16 THD46 THD4, THQCB THD16 bS0 5612 911-I1 1L1610 19105 2118 '130' 9-]A 4W-16 L1615 4-it-11 633 Plate Odse13(%.Y)- [t:0.30,0-2-12],[2684,Edge),[4:0.2-0,Q2-0A(5:668,0-2-0],[I:0-33,Edga],[8:62-8,60.121,111Q2<,0.481,112:Q412,0-0-12],[13:038,0.68), (14:03-8.65-01 LOADIRO(pall SPACING 2-QO CSA DEFL. In goc) VOen Ud PLATES GMP TCLL 20.0 Plale Grip DOL 1.25 TC 0.98 Vet(LQ -0.2510,12 >999 240 MT20 244190 TCDL 10.0 Lumber DOL 1.25 BC DT2 Ved(TL) -0.4510-12 >fifi0 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress In., NO WB 1.W HOO(TL) 0.14 17 We We BCDL 10.0 Cade FBC20htTPl20O] Merrill Welght 88,1 to FT=20% LUMBER- BRACING- TOPCHORD 2M SP No.2'ExcapP TOPCHORD Stmdurel mood sheathing directly applied or S-73 be purins, exwpl 3 5:2x4 SP No.t end pascals. BOT CHORD 26 SP SS BOTCHORD All calling directly applied or l 0-0-0oc binding. WEBS 2x4 SP No3-Excefor 2-13,1-14:914 SP No 1,5-10,8-9,74:2x4 SP No.2,1-15:218 SP No.2 OTHERS 2x6 SP No.2 REACTIONS. (Ibteler) 15 793N-5,8 (min.0-54),17=546310-58 (min.04 2) Max Hour 15_=214(LC 8) Max Uplift 15=212(LC B),1]=320(LC 5) Max Gmv 15=1 Mel 12),17=13973(LC 12) FORCES 0b)-Max,CompAymu Ten.-Allforas 25o(Ib)or lessaxcepl saw shown. TOPCHORD 1-x=821&101,2-3=-214412g -W2942A,4-5-13838242,56=0376]171, &)-837&171,&18=0=2 )-18.440,1-15-1]131208 BOT CHORD 15-18-2214]3,1418-220/6]&1L19=--V-O7l0,1768,12103]&18167, 9]/]3]0, 13-21=47121]68,21-22=47121788 12-2x-2]121]68,11-12=-39118167, 11-23=2Wl2167,122 2911816],-27-2125&1272824-25=-25&12584. 25-26-253/12504,9-26-253/1x584, 12] x1/]60,2]-211=-21063,8-28-21/)65 WEBS 2-14=-10024/187,2-13=-22118]53,3-13=8849/19],3-12=123892,0-129018, 410=-8584213,5-10=11112112],69=]9311611,6A-329243,J-9-29&15053, 1-10.19916423 NOTES 1)Spadal connection repnred to distribute botlan chord loads equally balessm all plies. 2)4ply truss to be co0neded Wgelhar with 10d(0.13113')netts as)allows: Tap chmds connected as fdlmax:2M t row.104-0 oc.2x6-2 rows staggered at 0-9-0oc. Bottom cYlords caneded as follow:2M-3 roes staggered at Di-0a. Wags connected as Idiom 2x4-1 row at OA oc,Except member L122M-2 cows staggered at 0 -O M.member 692x4-1 mw at0-5-0oc. Abach BC x1119'Clam.bolls(ASTM A-307)In the center DI the member w/xxsllers at 4-60 or. 3)All loads are considered equally appled to all plies,except if noted as front(F)or beck(B)face in the LOAO CASE(S)secdal.Plyto My connections have brain prospect to dlstril only loads noted as(F)on(B),unless othensse Indicated. 41 Unbalanced roof IIw loads few been considerad for this design. 5)Wind:ASCE 7-10;Vuft=1 Wmph(3-second gust)Vas1=101 mph;TCDL=5.0ps(BCDL=S.Dpst Ir25ft;0=45111;L=2411;emal Cal. II;EV C;End.,GCl8;MW FRS(dlredionel);Lumbar DOL=1.80 plate grip DO1=1.80 6)Provide adequate panel to prevent wafer ponding. 7)NI plates are MT20 plates unless otherwise Inolcated. AWI a— mwar-,rams xa M]NEIO NOTCe CN iaeWO NCLYOEOY2N.FFFaxXCa lloImpme IMr{ry,w ,MLL4®. .Iw6metlsagn6Maal WYu{gn p�anelan LwmaM 1 Ydl - (- 1. J an_ante Der - tt ,.,IsytleSaa mu-wheg .Jr or WJgl pot—ma 1 1. 1 colo xuldruslocxrxa'ruM rksmu.la YnY leOxµePienl 4+R �txvYYO WW WVJYY1YUdnxIX�alY al Y' FX1MKvx 4xnl+rvexY mvlglmaenl Yxti:IM kdtalbn Yarye.OHMyerxlMnm]Ma[:ag o11n1MnaMlnm Mlenn RexxM/M1tiWhCtlM o3ad9uM BC31 WItlNg Camrvrianl M4Furs,EM- 9aMr IwomaXM avtlldMe p—Liu pole M1..,21e..lee Sxml.SYR 31Y.NexaMki VP 22314, Tenpe,FL .10 aft, Of, Ply TI.m, 1lamma Tui Prol$pevl9l GROB1 1 4 Job Relamnw(apparel aWtlYq Cm6awA5yPN,L^3urMk,FI92256 qun 60105 Jun252n1a File 60105 Jun 252016 morkMWXIW.IM, FII AD W 14IN 01 R01]Pares 10 WxGauC_ppF]oCIMW]EMAWr7u1WUkN J7 WoB1016U9A3gOWHF@7Mrmzagge NOTES 8)Concentrated loads fm layout are not plerent In LOM Cereals):03 Deed+Uninhabitable Ahc Without Storage;Y4 Dead+0.6 MFRS Wind(Poe.Interval)Left;t5 Deed +0.6 MFRS Wind(Por.Mtemel)Right;a6 Dead+0.6 MFRS Wind(Neg.internal Left;07 Dead+0.6 MFRS Wind(Nag.Internal)Right;08 Dead+O 8 MFRS Wind(Pus.Internet)let Parallel;N Dead+O 6 MW FRS Wind(Pos.Internal)and Parallel;010 Dead+0.6 MW FRS Wind(Neg.Internal 1st Parallel;011 Dead+0.6 MW FRS Wind(Nap.lnteme)2nd Parallel;116 Dead+075 Roof Live(bal.)+0.75 Uninhab.Atlic Sludge+0.]5(0.6 MW FRS Wind(Neg.Intl Left);417 Dead!+0.75 Root Uva hurt.)+075 Unlnlaeb.Atlic Storage+075(0S MFRS Wind(Nag.Int)Right);018 Dead+0.75 Root Live(bel.)+0.75 Uninheb.Attic Storage+0,75(0.6 MFRS Wind(Neg.Intl 1d Paralle);N19 Dead+075 Rod Live(bal.)+0.75 Uninhab.Arm,Stamps+0.75(0.8 MFRS Wind(Neg.Int)2nd Pmlld). 9)Pre truss has been designed for a 10.0 pd bottom Mord live two noncomiment war any other live loads. 10)-TMs buss has been designed id a It.too of 20.Opsf on he Wda'n child in all areas"am a rectangle 36-0tall by 2-0-0 wide well fit behvaen the bo the ciord and any other members,with BCDL=10.Opsl. 11)Bearing at joJmq 17 considers parallel to g.In vague wing ANSnPI 1 angle to grain formula building deseglaer shared vert,capacity of bearing surface. 12)provide mechanical comedbn(by then)d haws to hearing plate capable of wllhetandng IW Ib uplift at foings)except Ohm)15=212,9=328. 13)Use USP THD46(With 16d sells Into Other&Wal mels Into Truss)or equivalent speed at 2-0-0 or,her.stem,at 1-1-12 from the left and b 21-9-12 to conned truss(es)AM(1 ply 2x4 SPL to front lace of bottom Mod. 14)All all hall holes where helper Is In contact afh lumber. LOAD CAUSE(S) Standard 1)Dead+Roof Live(balanced):Whber Inclose=125,Plate Increase=1.25 Unifo n Loans(pit) Ver:1-2=60.2-3=-60,3-5=-00,5-7=-60,6-15=-20 Concentrated Loads Ob) Van:11=&59fl12=E59(F)9-859(F)18—OW(F)19-859(F)20=-85121=E59(F)22=-85l 23=859(F)2d=—lar 2 -859(F)27=-&59(F) AwxeNM - ry ep anma eE40 N07Ea tel llka M'p WCLUOEp YIEF PEEENLXCE IIOE M0.)il]m.lO0.VN Y� Uminnvtlrn ervyrui .vo>I9akL�tloNYlAela pamaaterttlwwrtadalo mhJlNeNO MN �e ausryik Gal IIv�dlkargdeLLarelmW eeIIN11w 9Tak-IalNol,Mig,lvonekn m:i qupNn4 MOIprn 1161ne d2Ya Irv.avlrv5u11 elAerye qn a n9n�anal5l I.*e�er111..nllrear.a.a�n wswenwvol erommeml>m wv A�dlaran lemwlwmdl.>Mm�annlamnn MlTek kawa,.lamea<11m:xxievmnwrN 1ttWy vAml�er�al5om ra.Y alt lNcpaly draalea. rill mra.a e�i� aw dkr3lM aIMMbL tlaape delNry.wecvue, m'.Ygol lnwaamOmmpaem0.u:4WL/IPII WJIY erxxb wed9Otl K31 YaWYae CUMonela new Pzerne assay'. 9wn 616 aoleMNe,RiB N.lea Skeet.Slle812 Nenaxlb VTTYdIa. - ierrye,FLL 1.1]Yin rumTrues Tyler IT T,roG]aB „895TH T,5 HW HP Glen i JOb Ra., .ce o IA1 aft &MIN CgryttgN 61Fg1/,JtlamNY,F13¢2X qN'eDlp s L.Is.111-e01n 5 Jun P52016 MTeF IIMWIW.Irc FH WTI RN R20P Pag 1 ID:142GeuC_ppF]oCIwIW]EMz8Nr7GDAn14OP5gR_SeAIOMMF611 O3T1OwIORHISPJptogptl tdb 7-11-12 1424 21168 628 Edd Bele=198.0 NAILED NAILED 8411 NAILED 46= add 12 7IRO1 NAILED NAILED NAILED W- NAILED WJLED 4# NAILED (AILED 5x12= 2 16 16 17 B 4 10 19 20 21 5 22 23 6 44 1 d n 1418 11 24 25 10 26 9 27 0 20 29 7 12 NAILED NAILED NAILED alts= NAILED NAILED 2x4 11 ala= 4.10= ars= ata II NAILED NAILED NAILED NAILED NAILED IA-0 711-12 1424 2pF0 1-Ts Bdd &20 61 PI.OMaa(XVI- [2.0b80.2-01J&0-341,02-01 LANDING(DID SPACING- 2-0.0 CM DER- in (Ioc) ANN IM PI-ARES amp TCLL 20.0 Plate amp DOL 1.25 TC 0.71 Vee(LL) O,W &10 1988 240 fail 24W190 TOOL 10.0 Lumber DOL 1.25 BC 0.64 VW(TL) _O &10 1999 180 BCLL DD Rep Stress Ina NO WB Dan Hoa(TL) 0.03 14 We We BCDL 10.0 Code FIBC201MTP1200] Mebix-MS Weigh:125m FT=20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOPCHORD SimcWral vend sheathing directly applied or 3812 oc puMls, BOTCHORD 21@1 SP Na.2 except and vedlcals. WEBS 20 SP No,3 BOTCHORD RlgidmisngdmctfyappliMori0-0Occbrecing, Except; OTHERS 2116 SP No.2 7-1 9 cc bracing:8-10. MITek recomm6rxk that SIabI112ee and respired 0.bracing de Iletallee derv,it.aredion,in..man.Mtn Stabilizer Installation guice. REACTIONS. (firs.) 12=11487y1echanicel,14=117M 5-8 (min.01-8) Max Hom 12=31(LC 8) Mex Uplift 12-495(LC 4),14=555(LC 5) FORCES. (m)-Max.Comp, ..Ten.-ANI loans 250 gb)orNss as.pt M.an.. TOPCHORD 1-2-585255,2-15=-166W68,15-16-1661/68,1&1]-1682/]68,&1]-1%%68, 3-4=1662,768,0.1 R-1861/68,18-19-1661!68,19-20=-1882P88,20.21=-1861/68. 5,21=-i66276 0,522=-14nA89,22-23=-14T//689,6-23-141ron68B,1-12=11]6/494 BOTCHORD 11-24-239/508,2425-239/SOB,10-25-2391508.10-26=484'147/,426=489/1 4P, 427=- IAIT1,8-2]=669/14]] WEBS 2-11-764/434,21040BIK8,3-10=-580/400,5-0=-621/406,&8_]16/1539, 1-11-07/1077 NOTES 1)Unbelande l roof live loads have been considered for this design. 2)Wind:ASCE 7-10;suit Whiph(3-second goat)Vasd=101 mph;TCDLS.Opsl;SCDL=50ps:,7=256;B=45N;L=2Nr;eave=Iq Cat. II;Exp C;End.,GCPl O.18;MWFRS(dlredioner;Lumber DOL--1.60 plate gdp 001=1.60 3)Provide adequate drairla,a b prevent walan ponding. 4)This truss has bean designed for a 1 D psi bothal chord live load nonooncument Win any other III loops. 5)'This doss has bean designed for H live load Of 20.0psf on the bottom MOM In all areas v41ers a rectangle 3-6-0 1111 by 2-0-0 Ads MII tit beNreen the bodoln chord and any Omer members. 6)Rotor to gleans)for Was to truss Ommentions. 7)Beam,at jo1nt(a)14 considers parallel to grain value using ANSVTPI 1 angle to grain formula. BuIII designer should verity capedry of bees,sirens. 8)Provide macnaniral connection(by omers)of hues to beaNg plate capable of MmsNMing 11th ID uplift at joints)except(P�b) 126195,14=556. 9)'NAILED'indicates 3-104(0.141T,O-)Dr3-12d(0.14813.25')benalls.For more cereals refer to MITek§ST TOENAIL Detail. 10)In the LOAD CASES)secson,loads applied to me fere of the truss are noted as iron IF)or back(0). LOAD CAVE(B) Standard 1)Dead+III Uve(balanced);Wmbar Incrsase=1 25,Plate Increase=1 25 Q MI/YMOVaIIr¢vNnpvmMu=NBEIa MO1Ee WTl/ANp NCLVOFOWrtAeFFm4NLE V makall<rJrer.I... Deal mlN e'Ih MlekAewreacn TtdelFxlody.ppn M^aralalsYuwn.uW b lot an M.h .IAANp cw novell,Iwl evryYan.�Iole aGb dMW.igpEmeINTinN BaCno olvltlpcbepnl nualvMlay xklY.yolost SoranP,aR=ualiuralrslu�tl ROny, dM:o9>bpellxociary ab Permanent ¢ p ladskdaft, ad Mrrek* b Pa an vJlgae um pulp Am"" od RePm1Y dxa47e. ICI Dallad p W vice lcglBg 11'e YAbaxmlabNa.d�N'aY.sec Rn 1V.2]BN. atlM W*31taMRy/I9 VAMMxlo.pfad9mOSLYWMINDUIIWIxI11 bl0 .R. Etl BM. beMx Momldol anldxefan M1ln RabkuxFlla.2lBN.lee Sheet.SJIa 312.01emdb VA2Y114. TSIp,R 8%10 68 N W. O 6 M5 BBSTW T,R I.M.., 1 Job Reference o 5oml Bd6N9 CdipwN51({Iy,.IeCFyiMIp,F132258 ID: FBiE0149201] W« C_WFUIMWEWWr7.GDR40AgR-5AKMFW 1GT10tlRH5Og2 LOAD CA (8) Sial rd Unifonn LoMs(pin Ven:1-2=4b.2-B= ,]-12=-20 ConcenWW La Ws(Ib) Vet 2J7(0)(b (B)7N2(13)8-24(13)11=-24(B)1R-24(13)15-47(B)1!-07(8)1]=4](B)18=3](8)18=4](0)21=-47(B)22=4](13)23— 7(13)2b-24(8) 25=-24(B)28-24(9)27-24(B(23=-24(B)29-24(B) �WIRNNO-YMIy MXpn pvxnwmvMREIO N01E80N TII8JNY P'[LVMVIMEN REFEMN[E PoOEM)OTJnr IR9YlOIBBEEOREYBE u■■' PWj1WWIw1mwYY,MIb Mlek&cwmeclwS.MSd�Lg�klxtrv]WYetan pmm�xla¢ynwn.aM hlam MAUM.1d dAtltrp<wnpwa,t roi _�■.„■ 81ffirysMn&bn ue.116 bIM Ge4wlmW valN tt6gxNlcdNIM o1�4j1pam1elmaN IXc«N'NcwP 1aN 8'u`le1b.F,otl6awdl :EtlM�q'L18�pJBdWM�i�.Y° �=fll"p�VWm�'d�wY�adpIXRm ..�o�G�6�TOTe SIM«ro MiTek MrtbaNT YUWn.tlaNbGnxbnmlfvOcY6dIn1YM UFIN6M�WWMNWIM101d1YPIM1IN,DMJ1Yq CL M�1V COmpomlR 6pPeEaAPN1 BdEIY Ybudfm mH]tN 11an ln®RabkWMle.RI8 N.Iee BKroi.S1M]12Abvx%3 VRR2i11, T.-I. IL FL ]]610 mss -as a @N]96 Insam. T16 WHOJW b 1 1 Job Reference 20 o NOW, BupinA Ccnwnenl SUFgIV.JacNsonvYk,FI]2256 e@,8010s A0252018 PrM'80105 Jun 252016 MITakIMW1W Irc Fe FeLIXi Yoe@ 2m]Geq 1 ID:WmG000_WF]oCIwIW]Eh4VWr]GDAIIi4OA5gR_hAIdWgFd11LJU1sNwpltRHnSAJG20gon 3-]8 Gy12 14-104 2660 3]e SBI 548 Sed Scale=IM.0 as II 4A= 019= 6,0001-2M= 406= sx1z= 15 2 16 17 3 4 10 5 6 '14i 1 d i 4�$ 11 10 0 B ] 12 2841old= 410= eve= 4Yb= 2N II 3]8 Py12 1I-1a-0 } 2688 378 S64 SE8 S84 Plate Ofetwe(%Y)- 12:04%0 2-0],16,0 3 0 0-801 LOADING(Pal) SPACING 2-00 CSI. DEFL. In (Ia) Ude" Ud PLATES GRIP TCU- 20.0 Plate Ona DOL 1.26 TC 0.34 Ve"(LL) -0.03 10 1988 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 032 Ver1(R) -oos S10 1980 180 BCU- 0.0 ' Rep Stress Ina YES WB 0.34 Hrri 0.02 14 Na Na BCDL 10.0 Code FBC2014RP12007 mabbeMS Weighb13511, FT=20X LUNGER- BRACING TOPCHORD 214 SP No.2 TOPCHORD Structural wood sheathing directly applied or 5]71l oc pudla, BOTCHORD 2x4 SP No.2 except and verbals. WEBS 2x4 SP N0.3 BOTCHORD Rigid ceiling directly applied or 100-0 oc bidding. OTHERS 2x8 SP No.2 MIT-- de mere s than Stab111zem and required crass bracing ba iat Efdunrlg tresserection,in accordance with Stabilizer Insidlation aide. REACTIONS, flow a) 12=80&Mechanlca1,14=777/05% (min.O1-8) Mex Herz 12=M(LC 12) Max Uplift 12=-203(LC 0),14=-W7(LC 9) FORCE& (lb)-Mex.CompMlex Ten.-All force 250(to)or less except when shown. TOPCHORD 1-15=-646237,2-15=-562245,2-16-W,I9a.16-17-924/365,317=924/355, 34=924/365,4-18=924965,518=924/365.5%=739288.1 12-77&305 BOT CHORD 10-11=-25]/531,9-10-281939.8 g=288rr39 WEBS 2-11=-315/1]5,2-10-2091410=%60262,58=484289,08- 41981, 1-11=-200872 NOTES 1)Wind:ASCE 7-10;V0=136mph p3aec0 dl gust)Vasd=101mph;TCOL v.0af;BCOL=S.Opsq h=25X;BAS";L24ft;ave=4lt;Caf. 11;Exp C;End.,OCpl=0.18;MFRS(directional)end C-C Extenor(2)0-1-12 to 31-12,Ir0arbrp)3-1-12 to 3-7-8,Erderlor(2)07-8 to 7-107 zane;C-C for members and forces&MFRS for nabilone shown;Lumber DOL=1 80 plata gdp DOL=1.80 2)Provide adequate drelnage to present water ponding. 3)This toss ties been designed for a 10.0 pin bottom chord live lad nonconanenl with any otter live loads. 4)-This truss hes been designed for a live lad of 20.0pst on the bollom chord In all areas where a rectangle 3%0let l by 2-0.0 wide wit fit be68een the bottom chord and any other members. 5)Refer to gircer(s)for truss to tress connections. 6)Beading at toings)14 considers parallel N grain value using ANSVFPI 1 angle to grain fum ula. Building designer stouid verify aadN of bearing surface. 7)Provide mechanical connection(by others)of tnsv to pealing plate capable of MNdanding 1001b uplift at battle)except gtdb) 12=203,14=30]. LOAD CASES) Standard AWANNWe-VMy pee4q/vmiwneeiMeEAe NOTES mss . W6L we"WIIX aFiEMNLE/AOE al m.le621I6 BEWNEWE 0.4An Wldror@SCeeiWieseseseucenes. aRn MaLynassus eWYurun{vmielers LwuiladkMmtMhtlW dlMpcmlpMnet M1 lusmlan.&eiee.IM dlklrwriz�rw m.¢IvallyN¢[gMk:2illyd Ostlgn pamreleM1ml pgav%bcdWrale fE:eler4/11tlo MovaW WeLpeUg1MRek' ka,.N„regAeda pmllWY1d1o1Ssvd4cagwe aln,rov,lal�ebb HEvmewePedvdar�s.ra,asrera aWJYlcewgaare is kflxlcpM1AC Jdcge.tleltxry.aeclFn atl ddfig of Lraiesm]InmpgennaMXA/IPII(ax�YC4Mb.aB-BFaq KYIWMpCenparrwa Inn Peds Eaal6M. 9yelY FIgIMXM avdYla hon Irw Me YnIIlu19.210 N.fee51rml5Yle312 Nmn�db VAY1314. Terga.FL 38610 rm Rise Qty ph, WGe „6job3aTW TIdes ,i "His Job Rehrenc6 ri tiorel &lYlYq Cmrynix SUlFh,JxImm1Y.FI3R256 Hun radd. n5_ RICJ yp 10Fn D' P t IDWac00uCPpHCIMW7EMWa*Q3QPosTrjklWwUWZWtOnVRBlog 9 S]d i3f.0 ' S]d 7d0 ]dq I 46= oc 4e= 9w II 5x12- 6.e] 12 z 14 16 16 3 4 13 ass� 2 14 1 1 b a I� a 17 ] 618 5 e _ .4 11 ass= 4x+o= a4 I 520 131-0 2U68 590 ]-SB Y68 Plate O05ds(x YF 1210 4 8,0 2-01 10:0-3-80-301 LOADING(,t) SPACING CSI. DEFL all In g.) al UE PLATES GRIP TCLL 200 Plate OOp DOL 1.25 TO (165 Vett(LL) -0.05 56 >999 240 M-20 244/193 TCDL 10.0 Lumber DOL 1.25 SC 0.48 Ven(TL) 0.14 5-6 >999 100 BCU 00 Rep Sloss lna YES WE 0.50 Hi001 11 n/e We BCDL 10.0 Cotle FBC2014RPI200] Mears S WeignC1341b FT=20% LUMBER- SPACING TOPCHORD gist SP Net TOPCHORD Structural wood sheathing tiredly applied or 58-5 oc pullim, except BOTCHORD 2x4 dl SP No.2 endvecals. WEBS 2x4 SP No.3 BOTCHORD Rigid calling directly applied or 10-0-0 oc bracing. OTHERS 2x8 SP No.2 MITek recommends thei Stabilizers antl required cress bracing be installed during truss erection,in aaordance with Stabilizer IrlsIsue4on uida. REACTIONS. (INslze) 9=804Mechanlcal,11=7TrB-50 (min.01-8) Max Hoc,9=113(LC 12) Max UWR 9LC 12),11-312(LC Max Grav 9=-=808(8NgLC 1),11=]BO(LC 1 )� FORCES. (lb)-Max CompJMax.Ten.-Aft torose 25(,(Ib)or less except an.shows. TOPCHORD 1-12—]130244,12-13=691/249,2-13-684263,2-14—]41294,14-15---]41294, 1 &16=44129 4,3-16=-741294,3-0=-]41294,1-9—]59294 BOTCHORD 61]-295/524,]-1]-295824,0-]-295/824 WEBS 3b=494352,4�a374855,1-0=149MM NOTES 1)Unbalanced!roof We loads nava been considered for this dmign. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Wool0lmph;TCDL=S peel;BCD".Opsb 8250;B=tRt;L=240;eaw=40p Cat. II;Exp C;End.,GCp".18;MFRS(dlrecllonal)art CC Exte0i 0-i-121 31-12,Irlterlor(1)31-1210 5-7$ExlerloR2)5-]-810 9107 zme;C-C for members and fomes 8 MW FRS for madons shorn;Lumber DOL=1.60 plate gild DOL=1.60 3)Provitle adequate drainage to prevent water Forcing. 4)This truss has been deaigrad for a 10.0 pat Whom chord 5ve hail nontoncur ent Min any other live Ioada. 5)-This those nes been designed for a live bail of 20.Opsf on the bottom chord in all areas where a rectangle 3-13 0 tall by 2-0-0 wide *P fit between Me be tom chord art anyone,memems,win BCDL=1enlist 6)Refer to glydemn for times to truss oanpections. n Searing at fatalist I I considers parallel to grain value using ANSI/!PI 1 arple to grain formula. Building designer should veiny capacity of them,malate. e)PmAde mechanical connection(by ones)of imsel to beanrp plate capa0le of WtneleMing 100 to uplift at foinds)except Uri 9=108,11x12. LOAD CASE(S) Standard �waaNwp varo.eyePM.r.,...,4nupxoivwvir6a4xo4w:tu6ao F4 ovvmr eFoaa ¢ wcrwusa wr�mna®tor.�w..tna aOree�aorvvwan �n .�06 la .tet n�wn�aerxe�.nwwa-0aesw�man vent'lMgdY:itllh orxwnr r »,ur r HYK r . to rax lay3lt a.,vwal MITe1- Wrlxq[4�r 9ol'r9MCNetlt,e PaveMLuctlY9 13WkAd ewvee wJ/ MrJ m�rsaYY A7ahxvM4m( ^rYmtir m.nN.rs;lrq � kdwaryreplatllw LLYYMab,o gevenlcd[xne wlllrpaiie gaWVJ YVi xx'rl nyH• (w n ryV I kbCaMn Ydgl;tleM.sy ereclbnadlnMpolMseimllnm M�rrS MN9hiN hCnlxp D6ad0 ¢CS W W 9C pnanl 600 eF4�MOXtl e(INy YY4TrpYM avtlMaYan lrrvR�IratiXne RIBN Iea 50ee1 aHe 31R IbxTNMi A }311 Ter o loss uss ytse 11ea3]w ne rrol spxYl I II OR 06 IJobbuRe .do tllI onan 3Wtlly LarymM SµT1/,JeWxnYY,FI91fE qW,'D W=Jun25201a PM:fi.elea Jun23 Po18MI)ek IMUXma,fle. m Feb. W IX1 f1 bur MI]Pyp I ID:WSGeu5.9- oCIwIW]EMZIWY]-kg3vOPos]ZgNWwd4O9WZYMNxBwmVRBlrs]ag3g ]b9 H-26 11414 150-15 2068 ]39 3A6 0 �0�1 Lha � ag= SraN'.114=1• bw= 00 Dae% dYy= 628- 60012 2 to 3 16 4 " 14 13 4xb L 1 d 12Ig n a 8 ] 17 1. e 0 Ono= 410= 4W= ].SO 11-zb 11 14 2U68 ]SO 3&8 0 -0 &110 Plate OiNMe l%YI- 12:Oi-6.0.2-01.130-38.02-OI.IS:D3-0.03-01.18:0-2A.O2-01 LOADING(p NJ SPWg 2-00 CSI. DEPL. In 004) draft Ib PLATES GRIP TCU 20.0 Plate Grip DOL1.25 TO 0.78 Vea LL) -0.17 87 >999240 W20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 069Ved(TL) -0.40 87 >6(11 IW BELL roRep Stress lncr YES WE O.W HMR(TL) -0.02 12 we Na BCDL 10.0 Code FSC2014,7P12007 Matdx-MS WeIght:151 lb FT=2145 LUMBER- BRACIN(iTOPGHORD 2x4 SP No.2 TOPCHORD StmcWramMsheMNngdlrectlyaWliedor3-79ocpurllns, except BOTCHORD 2x454 No.2 endvedioaie. WEBS 2x4 SP N0.3 BOTCHORD Rigid ceiling diredly applied or 100-0 oc bracing. OTHERS 2x6 SP Not MlTek radorn - that Stad11 a and regNled cross Diming be Installetl tluMg truss erection,In accordmwe wim Stabilizer Irereaatlon uius REACTIONS. (Ib41ze) 10=808�Machanical,12=T/705-8 (min.0.1-8) Max Horz 1R154(LG 12) Men Upllfs 10--176(LC 12),12=320(LG91 Max Grav 10=806(LC 1),12=778(LC 17) FORCES. (lb) Max.Comp R.Aex.Ten.-AII Iomae2W(Ib)or less except wben sMwn. TOPCHORD 1-13=]9&223,13-14=WA@20,2-14-687242,2-15-839/255,315.838'255, 316=E3G256,-8-29m2255,9-11_242700,5-11=-2031864,1-1P_IW14281 BOT CHORD 39=-296809.7-8=291t/609.]-n=181680 ,n-1e=t9a42],9-te-19a/42T WEBS 4]=-12D39],06=6931330.1-8=-1125W NOTES- 1)Wind ASCE 7-10;Vult=130MM(3-second gust)Vasa=101mph;TGDl-5.0psf;BCDL=5.0lod;h=25X;8 1511;L-24f1;emus=qf,Cal. II;Esq C;End.,GCpi=0.18;MFRS(directional)any,C-C Extaul0r(210.t-12 to 31-12,IMerlohl)3-1-12 to 7-50,Eir llm(2)7-5-0to 10.5-0 zone;C-C for members and forces 8 MW FRS for reactions shown;Wmlm DOL=1.60 ptale gulp DOL=I.W 2)PmMde mda0uate manage to prevent water pouring. 3)The Mass Inas been designed for a 10.0 psi bottom chord her load rlonmsurrent wide any other live Ical 41'This turn has been designed for a him load of 20.0pa1 on me bottom chord in all areas where a rectangle 360 tell by 2-0.0 wide will It between the boltom Mord and any other members,with BCDL=I0.Otaf. 5)Peter to glrer(s)for buss to buss contewgons. 6)Beefing at 1dN(s)12 crosltlers parallel to grain value using ANSIRPI 1 angle to grain formula. Building designer should verity capacity of deal surface. 7)ProvMe mechanical connedon(by others)of trues to bearing plate capable of widlstaral 1W Ib uplill at loinds)sadists gsdb) 10=176,12-320. LOAD CABE(S) Standard Q WAPNMa-VxKy dWan peMwe s'q aFAa XP]F8 0M 116 xwa NCLUOEO MIIEx aEFEnAXCE PMF b>I7!nv.Ia0.Ystlla 9EagE USE �.T WNMvcmIVWT MIeI®cawwcMe.Ri�Lg�aLmOwYY Wa�gawrrelem Mnim[I61om M11KxM MHMtl canMlml.rot � I nmanlenl.aslga lm.IM lr.Mrv,)aM��e�mle1 ve111yn¢aytFYwlLllyol[IefMnlbmlalertm]gcpwlyh:agrde 118 tleWnhlo Xlernertll WO WQw,lood 9aclgYVJCObtlblogev9elvctlhpolFBATdnlmvebml/acdrerh aaaYr.ed�eCAhin artaund Wn�lo-a'l!1 MiTek' IS Rwali�alirwdewsYt8lYaM bgevenxodnb with . Nlwdwrh aYwng 11 seen, ruse, rn(M.ond eu:e user, i 0e 600a Genu FM ut0' kdk,ulead wOae,def.cry.e�acYcnatltvaip o 1.14, ml Nm state "EeM1Y/RII Guiry L1AxM,a34MmG ELA WFlnp Canpw�xX kdNy UIWa86w1 awladehwn trim RaHlreMNe.RlaN lee SPeeL 5J1e 312 Ne1NrY1a VRY131E. innpe,FL 33610 runs ass Ym y Ti W84TM 1t615iM 119 ft,.- 1Bl 1 _ Job Rate.. -mel BWtlFp CarFN'RBM 3U[gN,J9U F1b.F19P258 FmID:W. Jun Yve015PIlr 7EBJY ,75 [M]N[xW hiLu tic OjiM0314I403201]PByt ID:WaG6uC_ppF]oClwhN)EMZIWr]iklShriWeRlliLugTKOjikenPHnrOeNkkSxHNlzoggl %1.4 2366 Y-U 3P6 428 79.10 Soar-1500 4th= 6x8 n 5212= 4 tg 5 7,10 0 6 6.00 12 13 2 16 17 k s 4 m5% d 1 q 11 10 9 3 ] 20 6 ` 2N II 4e 4x5- 0a d10= 2M II SSO &28 13414 aa- "a3Ps 4-2-e 1-1-10 Mate Orr3 (YY)- 12,046 o-2-0L rs a3a of LOADING(mf) $ PACINzi 2-0-0 CSL REFI- In (lac) Load Ud PLATES GRIP TOLL 200 Prete Gftp DOL 1.25 TC 0.53 Ven LL) -0.06 4] >999 240 MT2D 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Ved(TL) -0.13 6] >999 tear BOLL 0.0 ' Be,Strese Inor YES WB 0.60 HaE(TL) -0.02 13 Ne We BCDL 10.o Code FBC201,t TPI200) Ma1N-MS Weight:1610 FT=2086 LUMBER- BRACING- TOPCHORD 2W SP No.2 TOPCHORD Aparmud wood shamming directly applied or 640 w porins. exmpl BOT CHORD 2W SP No.2 and venula. WEBS 20 SP No.3 BOTCHORD Rigid meting directly applied or 9-6-9 oc br,fi,, OTHERS 2x8 SP Not MITek rewmmead that Siablli--and required crass a ding be InSmalleo ou0ng Truss erection,In aaordsrwe with Slebilizer Inslallatlon aloe REACTKINS. (Ioslze) 11�06M1echenical,13=TTA45-8 firl,0-1-8) Max Harz 11=195(LC 12) Men Uplift ll=-161(LC 12),13-2]4(LC9) MaxGuar 11=808(LC 1),13=801(LC 1T) FORCES. (lb)-Iles,CompJWIx Ten.-All forces 25)(to)or lease except when shown. TOPCHORD 1-14=-]45211,14-15---6]2@11,2-15=661224,216-]35265,16-1]=-]35285, 61]-735/2@5,3-18=-6051188,418 556^202,419=-Ai)3 32,5-19=-498232, 1-11_755263 BOTCHORD 10-11-2 6 512 3,9-10-358V596.8-9,-37W39,70-37W39 WEBS 2-9-420255.3 7-390229.S)=32116)4,1-10=-125639 NOTES 1)Wind:ASCE]-10;Vu11=130mph(3aecond gust)Vaso=101mph;TCDL-5.opsf;BCDlrS.Opsl;h=25ft;"59;L=2411;9ave7ltt;Cal. II;Elm C;End.,GCpI-0.18;MFRS directional and C-C Etledor(2)0 1-12103-1-12,IMenor(t)3-1-12 to SSft,Exledor(2)55-0 to 8-5-0,Intermit)32-6 to 1911-4 mlle:C-C for members and forma 8 MW FRS for re rdlons shown;Lumber DOL=1.60 plate grip DOL=1.60 2)PmNIm,adequate drunege to prevent water handing, 3)Time truss hes been resignetl for a 10.0 pet bottwn Chord live loud nommhcunanl with arn, Me,Ilve load.. 4)'Thus mass hes been designed fore live load of 20g,osf On Me botlan'hod in all areas ahem a rectangle 3-a-0 tall W 2-0-0 ads will fit between the bottom c1or0 and any other members,with BCDL=100psf. 5)Refer to girder(s)for truss to Muss connemons. 6)Rearing W points)13 consider mragel to grain value using ANSI)TPI 1 ogle to grain formula. Sudan,designer should verity capacity d bearing wdm w. ])Provide mechanlCai connedlon(by other)of mass to bearing plate mumble of withstanding 1000 uplift atjoint(s)except @=Ib) 11=161,13=2]4. LOAD CASE(S) Standard tl WI RNHa Vvlry WNpn peremerart mC RFJO XOIEe aN TINS ANa MCIWFOYIIENREFEFANCE G1YExa)!I]m'.IOWNr66EFOXEY¢ P 9pl wlkl xoxwoNY'MN Mlekbaxu✓xrw.c llYstle9g,5b2M�YupVnr✓xonBIBiSNwwe adkMmlMM9uI b.Wrp cpnFOfpnr.rot hWro nod esamone oicoo g on-,mulvBehllu9iNcdMN dtl.16,p anefmsmllxon, MappafB ,mN InW lMmwdl t W�v� r�®1oi�M�'w�J baP�1�4�W '��'�W�Y��fwtprMUP��B�vawlM nlh¢Ixw k• Ir)rkalM ibo]e.M1WaY.ere[:Mnadbac9goleuse[aMlrw Mremi reeIiN51/MI MNy C16wIo.e5ed9YM9C31 LWJi9ConWrWn1 6904 YxRe FwgBW. SytRx WermelNr mydtle Irdri Irvs Rale MMB.210 N.1ee56ee1.5Jb312 Nexatl83 VPR2e11. ieirye.FL]t610 III rues runs ype nwum ine-as T20 ROw$Y.eI GY4M 1 C IJob Relnerce o Lionel Saw,cw Nearl SYanNW.HL2M flM:a0'Ox lWx52010PIM-00105 Jun 352016 MTexIMMXn Nv FO FeL 001a2fOS tq]PBg1 ID:Wa^OBUG_ppF]o lI7EMz+Wr]9os9K80301pZy2w1+yFVZF1150]zMlxlggWzaNe p-td 7W 13-7-0 1781 2638 d48 186 S&z 2x4 g Sal.=1.47.4 4 me, 9 SCO 12 BB- z 17,1 e neo aA= 6a= .12- 6 a 10 13 12 11 +0 9 e Ma a1 aa= axis= �= 414= 5,a= aw 11 3pi 7-lata f3.7.o 1]aa se' zone ams sea ~ S62 d b1.a 1 2-Vf2 0, PI OBseefXYI--- 12'D 48 2-OLD'0-2-61 D111S0.2- -81 LOAgNG(pst) SPACING- 200 FSI. DEFL in got) gdetl W PLATES FUNP TCLL 20.0 Pleie Grip DOL 125 TC 0.48 Vet(Lq 0ID 10.12 >999 240 MT20 244190 TCDL 10.0 Lumber DOL 125 BC 0.58 Ved(R) -0.Z(I 10-12 >989 180 0GLL 0.0 " Rep Shares Iner NO WB 0.48 HonITL) UAP 15 We Na 0GDL 10.0 Coda FB02014 rP12o07 Mimi Wallin:2801to 1=20% LUMBER- - BRACING- TOPCHORD 2X4 SP Ni TOPCHORD Shuddered xvod sheatri directly appl'led or Sab as purlins, except BOT CHORD WSPNo2-Excepl- imd Wrticals. 73-:2x4 SP N0.3 BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3'Exess' 7-9:2x4 SP NO2 REACTIONS. (Ib/a.) 14=11258dechandcal,15=43 2-12 (req.0.2-14) Max Herz 14�73(1C 12) Max Uplift 14=29(LC 0),15-857(LC 9) Max Grey IL1125(LC 1),15=4913(LG 17) FORCES. (Ib).Merz.Comprttax Ten.-AII brces 25D gb)a lees except xmen shown. TOPCHORD 1-tE=-VM7,16-17-919111,2-17-891/100,2-16-131&45,&18-131645, 6-18-301/147,SU-4454/197,6-7=35371 .]-15- 1/1086,1-14=-10327142 DOTCHORD 13-14-558+30],12-13-5]411]5,11-12=-731/4294,10-11=-]31/4294,9-18-603/3537 WEBS 2-13=491/56,2-12- /(!I 312-8&461,3-5=-1492/38$5-12=300(n12,1-13-2311]0, 7-9-81 N4T/7,6&9-3281/801,6-111-210/1033 NOTES- 1) OTES1)2-ply truss to be edueded together Win IN(0.131'X3)rolls a4 NIIOwa: Tap chords connected as idleare 2X4-1 row at 0 9-0 oc. Boean chords connected as idiom 2x4-1 mw at 0 9-0 M. Water connected as follwve:2x4-1 row at 0-9-0ce er 2)All leads e considered equally applied to all plies,except if noted as bent(E)or beck(B)face In Me LOAD CASE(S)redden.Ply to py connections have been prodded t0 distribute only loads neted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof five loads have been considered for has design. 4)Wind ASCE 7-10;Vub=l3Dmph(3seccnd gust)Vasd=101 mph;TCD1,=5.0pef;BODL�.Opsm 825ft;13=45111;L-24Q erne-alb Cat. II:Exp C;End.,GCpi=028;MW FRS(cirecti0na)and C Extedor(2)0-1 12 to 3-1-12,Intedar(1)31-12 to 4-1 E,Exteriorly)4-1-6to ]-1-8,Intenlor(1)7-1614 to 19-104 eene;0-C for members arm forces 8 MFRS for medicine shown;WmIWr DOL-1.60 plate gip DOL--180 5)Provide adequate drainage to predent water ponding. 6)The hues has been assigned for a 10,0 psi bodom chord live load Naceneunent Win any other Ilse loads. 7)'TMs Hues has bean de"ned for a live load of N.Opef on the bottom dwra In all areas where a Mani 3-6 0 tall by 200 wade Wit fit behween the bosom chert aN any other members. 8)WARNING:Required bearing sire at pint(s)15 greater Nan input beefing sate. 9)Read to girdellsl for buss to muss connections. 10)Bwnrg at jdN(s)15 considers parallel to grain value using ANSIRPI 1 angle to gran formula. Building designer should yer9y capadN of beating summer 11)Provide mechanical connection(by others)of truss to bearing plate capable of vntistanding IOn to uplift at jdN(s)14 except Ot=N) 15=05]. Q wxamas V.rrya.Ipnpr.m.e...wau0No7Fs ax7rm Xrvo wctuvEO xNFxaFFaal rvce vncexm7m m.rOmrzoree6ane use "buds Wltl Ica us MY`w7m MIeM&mnreddS.IMJefLJlhPastl onlyulxm{xvume..... nwmRId m,d —'I dr,maom 1polenL mi nlmaplem Balda¢e.IIwIWJIp tleY3w1 mm1v,Mn nlegpllMMrno1d5T1+'>'dneJrvnanl poP"+,Ir�M>-1'dlemhdeH3n lmm�reuvrvvJ1 A lwtrlrp drips amtxl iwA.aletlhlo gevenitupXyol.,ot . inmweDatl/deMtl man�ae we y, o-emi li,x— uummemdranldmxp htlwadoy.MJ IaiWMlly de.and l 'or wle Fcraire 1iWom,xy an r.,sly ixerasr, qureltl ppacelep dap Me pepl PUFe BtlalA k lacy' .way.deXvxay.eve.RMda[:Ygo111uv'. 111m5.i I1eMNfl/RII eh .aNxl¢pBBMaq K.SI WIMn9CwapaawA yxMy Ilxpmolbn rn'tldb M1an inn FbbYUMale.RIB N.lee Siren1,Sidle 312 Newa]b Vx23011. ivaq,fl]Y10 , rasa ,ns ype y i,IX61BDJ 1ta35iM i20 flOd Bwcwl Glw4Bw I Z iJw se o25M liorel &MNaCmpen$II[gy,JackmmYMe,FI32258 qun;8010¢Jin 852016%M'¢OtOeJun852018 WiX WeNsa.Inc RI Fap W 14Y4'W 201]Gep92 10:WwOauC_DDF]aCIwIW7EM21Wr7gosgKfg801pZy2w11 wyFH2FM15�]]MILgastwo NOTES 12)riaw r(s)or Miler wnnacfon deasoe(s)shall to Powdetl sulPMent to s,.pp t concentrated load(s)2285 to dawn and M lb up at 17-8J,awl 1441 Ib down and SSB No up al 1&1P4 w tap tlroN, The deaignsselewon M such wnneMiw dewce(s)is the rasponsibilgy M others. LOAD CAS (S) Standard 1)Dead.Awl bee(bNawed):Lumber Increase=1.25,Plate Increese=l 25 bnliwn Leads(pit) Ven:1-2=A6,2-3=E ,"=6 .5 7=-184,8-14=-20 Concentrated Loads(lo) Vent 7=-11806=-1888 ✓ll/t'WYanprswMy.,.e XOIE3PY iXIe IXOWClWE01MENNEffgGXCEV4OE N6)JAm.u ssomfaeFFOIK Obf ,MNpnw.lwuiewYY,MO,MIINkrcgrtvc,w,1.how, .1 U,,n m✓Icrs4xiwn wMklwmlvJNdMdJCYpcwnpwmtwpl WAV AWP-ew:IglMFalee ko YlW'"'woIInJFMJu'r InmweDav]/w�cMalmewnt,ew:4wly.Y]�Unwa bmPuuul'mOmw�„�nl�asl�p Rtlwuycwe Mede, Rrta1, pe.w0 cdlq.e wile w®Mz pe W LYW m,I rshal �«,wup. F,0ew,wal0uA4rcewe�tlw ne MR6k' IRl assaalowaae,,MW a-lwse ,216 N.1— —t 131aol&NL/Rn OA MC111pi,O8ad9 aq BCy plNlpCemppMwy wVeM EM BM. BdMyllMnwaOen rn'tllR.ie M1an lnm flale MMNe.218 N.1ee S0aeL 911e 312 Nev,✓Lki VA MM, isnp,fL Solo 0 was iuffi yle T1.1 Indra W Tilt anol sexual 1 1 JOb Relereno. O I1011e frosm,,mooed&6p1/..Ax 48ulN,I'Mose Rl:ePW.Z0ZApFromiMw EM 1�-gcsQK6=IPZY2' IhvilFNxF.OrsH1reffr7mbdir 4viovVi 13]-0 206 .� 2J 0 6Ub T&10 68119 2.30 381, aw 116 5 ass n a 600 FIT ass R 2N 1 ifi 8x122= jJry h10= ] 19 12 11 10 B a ass= 4x = .10= 56= as, II &8 almaH3= 23-0 648 13].0 2069 230 369 ]810 151141 Plate Claude - B:0-]-065-0 :033630 .O-2-60- LORDING(pail SPACING, 24-0 CSI. DEFI- In (roc) both Ud PLATES GRIP TCLL 20.0 Plate Cup DOL 1.25 TO 0.65 Vital 0.13 9,11 >09 260 MT20 260/1W TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vail -0.25 B >962 180 W20HS 187/143 B(CLL 0.0 ' Rap Stress mor YES WB 0.88 R m R-L) 002 15 We We BCDL 10 Cotler F1302014/TPI]00] Manuel rattail 14011, FT=2Qt6 LUNBER- BRRCIHG TOP CHORD 2x6 SP N0.2'Excepft TOPCHORD BWCMIN wood eM1eetNng directly aPWled orit-6 oc pudlrm, e¢ePi 6-7:slot SP SS and vaill BOTCHORD 2]4 SP No.2 BOTCHORD Rigid calling dlrectlyapplled or 5-7-2 Oc bonding. WEBS 2x4 SP No.3'Excepf MIT recommends that Shishrears and required.rose bommir 7 S7 9:2x6 SP slurs 1,e Iretelletl tludng Wag arectlon,in a orderer lth SpUlloar OTHERS 2,15 SP NO.2 1 tall Ida REACTIONS. Stamps) 13=130BM1achenlcal,15=nV/ 5-6 (mit.0.1-6) Max Hors 13=44](LC 12) Max Uplift 13=-104(LC 12),15=311(LC 12) FORCES. (lb)-Max.Comp.RAax.Ten.-All brces 250(Ib)Or less except lien 9Mwn. TOPCHORD 2-16=8811162,&18=1,61/142,54=-855/121,6-8=-52&419,6-]=216111182 BOTCHORD 12-13=561/589,11-12=-59]940,10-11=-INW075,990-1060.20]5,8-9=-120255 WEBS 2-12=-20/BW,3-12=40]O],4E—lO 1520,&11=14811611,]4--111]2022, 2-19=-]881155,111=3281858 NOTES- 1) OTES1)UNlalanced roll live loem,have been considered for this design. 2)Wind:ASCE]90;VU11=130mPh S,second goat)Veadlat mph;TCDL=5 BPEC BCOd,-5Sm[;1b25ft;B-15ft;L441k eevxdtt:Cat. II;Exp C;End.,GCpi=0.18,MFRS(dlreciona9 all C-C Pearl 0-112 to 5-&Q Interim(1)53-0 to 19-11 4 pred,C-C for members and tomes 8 MW FRS for teacttions alm.;Lvnbar DOL-1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water polling. 4)All plates are MT20 plates unless othe ,he iMicated. 5)This truss has been designed fon a 10.0 psi bottom cWrd live load romwoncunent with any other live loads. 6)'This tions hes been designed for alive load of Np,suf on the bottom ohod In all some MOM a rectangle 3-8-0full by 2-0-0led. will lit between the bottom chord and any other members. ])Refer t0 glydeds)for moss t0 trues cone ions. 8)Beading atjolm(s)15 considers paMMI to grian value using ANSVTPI I angle t0 grain formula. Building designer should sadly capedry of bearing sumess. 9)Provide madtanlcal connection(by others)d truss to beadng plata capahle of w imam Ming 1 W Ib uplift d join(s)except(Nb) 13=104,15=311. LOAD CASES) Stemmed LAWA—a-yxayCNfnpe�s+Mu==+4 aEAa MO]ES ON]MS xem ML,bdmp arem affE/rENCE IIaf.li]SAm.extra naYpcnNo1luor —codrossury�wabaei/wcMtln,w2aaaYNAddbllemV WrwBMe J9� moves4Vlei—esit/IiI1GelN(,tXSb.ON...Videssa npMMemelon a.L derywm Iw[%ebxWlule,Rib N.lee S4ue1,Bu6e J12 NeyaeNh VARR3I E. rtes lose YPe no2uep2 t1m5TW iII Rmtl�`BtYI 1 JOb Refererca o M1orel BUWrvq CMpwW Sabel JauWmdW.FIY3Y WFl:6010te,Nn 452016,7Eao,10sJun Rs YS ERN NWNks,Oc. FII 244 1424 Se R01]Va9B t ID:WccGBitC_ppF]aCIMW)EMz1Wt]-0'tOCYSRM19IDIPaSU501RBneB524RLS000CP000Bzogatl 0 030O Me<88 48-01 1'Si-0 20'&8 69-5 d-BS 411A 'dY 5[90 is-1. 4 8.00 12 6G 16 3 46= 66 ffi_ 8x12= h0= 6 15 1412 H l 11 10 0 6 i 'G I try= 4x10= 6ffi= s.4 11 Te Wash.= L66BA-01 13)-0 206'8 LO6 L83 LBd 6114, Phst.Offingtor DCYI- 1508 EG 11 ' 3803-01f 02-120-2E1 LOADIND(peg SFA: '11 2-00 CSI. DER- In Pod)) Vdell UC PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.13 0-10 >699 210 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vee(]L) -0.24 8-10 >995 180 Aff20HS 187/143 BOLL 0.0 ' Be,Stress urea YES WB 0.84 Hord(TL) 0.02 14 No we BCDL 100 Cope FBC2014?PI2007 Manix-MS Weigh:IW an FT=20°6 LUMBER- BRACIl TOPCHORD goof SP No.2'Evicept- TOPCHORD StmMrWmW$heaihingdlrecnyaWlletlor4-2d OCPUlM, except S a:914 SP SS and widows BOTOHORD 2x4 SP No.2 BOT CHORD Rigid calling dimctiyepplled or 59-2 oa balding. WEBS 2x4 SP No.3'Except' MiTek recommends that StabIll2es and isolated crass bradng e-7,&8:2x4 SP No.2 be i%sailed doing,tre s erection,In acodMance Mtn Smblli2er OTHERS 2e8 SP Nil metellalion oulde, REACTIONS. (IM'slae) 12=806Rv1echumbed,14=M/0.5-8 (min.0-1-6) Men H.. 12=440(LC 12) Max Uplift 12=-110(LC 8),14-310PLC 12) FORCES, (lb)-telex,Comp./Max Ten.-All forces 250(M)or less except ween shows. TOPCHORD 1-15=-880/105,2-15=-86011 Ofi.2-3=938/108 SE=499'398 56---2125/1122, 1-12=-]69/153 BOT CHORD 11-12-494134 .10-11=E901985,9-10=1022/2015,0-&-1022M015,7-0=11Mful WEBS 1-11=-12&10882-11=-57er132,3-10=199/648,3-5=98N4M., 10=131&522, 68=-1058/1988 NOTES- 1)Unbalanced moflive loads nave been considered for MIS despn. 2)Wind ASCE 7-10;VUIt=1 Motor(3-second gust)Vesd=101 mph;TCDL=5.0pS1;BCDL=S.Opsl;h=25g;B=c15ti;L4411;mares--lM,Cat. II;Dp C;EMIL,GCPI=0.18;MFRS(diractioreg add C-C Etleltm(2)0.1-12 to 3-1-12,Intel 3-1-12 to 19-11-4 zone;C-C for members and forces&MW FRS for reactions shown;Wmber DOL=1.80 plate grip DOL=1.80 3)Probil adequate doomage to prevent ander ponding. 4)All plates are MT20 plates odwe chewers indicated. 5)This truss has own dengned for a 10,0 pat bottom Groh live load nonWnaunana Mtn any other live loads. 8)'The tmss has been desl,ned for a INS load.120.Opst on Me bottom cal in all areas were a rectangle 36-0 tall by 2-0-0 Mde MII fit beivreen the comm ahond and any other members. 7)Rear to gircl for truss to apse connections. 8)ISeand,at)olnt(s)14 dow ders parallel W grain value using ANSVIIPI t algia to grain formula. Building designer should early capacity of bearing surface. 9)Provide mechanical connection(by papers)M trues to bean,plate cased,of MMslalMing Into to uplift at)olnt(s)except gtdb) 12=110,14=310. LOAD CME(S) Swung AWIaMMf-VMIyCWgpmvlMw=W MJp NOTEa CM iME1N0IKLYM MIEN MF MCE VALE 60d"i E SE 1 I]�T WNlaureaJY'+IXi MIIe6� . Ias.RhdeYpO Ebxe:dwYYIPxN 1. A ♦m0al M- SII Nd �} MrMwO.aebe ua.tteW[Yp dWX'm nxeI VMIY 0e9MIcaFIM o1%rY£ 1'. m'1 Y2 'n--- n Lapp: r�rlMl Mllek' IagRMxIT.WMJp Yv9caledklo gevenllvuYWp olk]hkAr.Y lnmwaLan]IwaNllneml lAtl Yu Y nienl lx�wllH IIWN/[la}fN Ia N+YNmllo RevelOedlq wMlt�de@vexxlE�YagpMxrdYd'+nq{e. ouIiI ft-of. Indxmamoq uR9p 6p%PVNV FUI BMd tivkWIV FIGO3e.09M1wY.wecMneM daclq pllnr�imllnisi}atemewAMWIHt MutlIN UINIb.%FdY and B<SI WYJNy ComponwJ Te�,FL 3010 a.NiFBWnle4en auwanom raanaeEanMle.zm rv.Lee street.snreatz,ae.aax.vnrnl4. rU58 IILs rob y r,mweaJ lu9sron *2a Bu"sp°[i°IG`°" 1 3 Job Rekrerce o tmlul &Atop Cary[neM 5upp1/.J[NmvA.F192Yh Mm 0010 a Yn 25'N16 PWa"BOZO a Jun 252016 MTBY Indulin.M[ Fi Feb W 14Nor Y01]PeP I ID:WaOeuCJMF)aCl'MW]EMz1W0-cB eloSlvM4GGL3He5yO26 00UrwDU4AO39td3oggc 1-10.5 370 6,740 961 11-04 13&C 1&11-10 3&1 1-105 1-041 31,10 &R10 3-09 240 636 SUM�1973 40 13 S 1 spy,®I Sgo9 IqJ= W a1 spe4Vl 4Yv= the a 44= 96= 2M 3N 11 WMz= 1 n0° - spam s slWm r ass- s m n s N $ryI n 1a 15 14 13 12 20 1 19 4x10= 3z12M183HS 8r8_ = as, II U4 II sx8= 2R6 II TIM= 1165 370 6)40 881 1864 1611-10 205'0 1-105 1811 30-10 3010 180 336 %11 PI to Obs DLYM 1403E 62 1 (1002& 2-01 I11'63e 0-301 I '0.2-00-2-01 (16'02-00-3-01 LOADING(pal) SPACING- 280 LSL DEP, In Qw) ade8 Ud PIATES GRIP TCU 20.0 Plate Grip DOL 1.25 TO 0.62 Ved(LL) 0.191416 >M 240 MT20 2441190 TCDL 10.0 Lumbar DOL 1.25 BC 0.50Vm TL) -0.4414-16 x549 180 M18SHS 2"IW BOLL 0.0Rep Stress Inc, NO WB 0.71 Hour(TIL) 0.05 22 We Na WelghC363I1, FT-20% BCDL 100 Gods FBC201MTPi2007 Mater-MS LUMBER- BRACING, TOPCHORD 2x4SPNo.2 TOPCHORD Slmdurel stood sheathing directly start or 5-SE oc putlins, except BOTCHORD 2x4SP ES and vedicals. WEBS 2x4 SP No.3'Ext BOTCHORD Rigid ceiling directly applied or 100-0 oc bracing. 10-14,1113:2x4 SP No.2 OTHERS 2x8 SP No2 REACTIONS. glas'Im) 20=3599110schanlca,22=39179-68 (min.0-1-12) Max Hort 2 0(11-C 12) Max Uplift 0-40301-C 8).22=E69(LC 9) Max Grew 20=39380LC 1)),22=4382(LC 1]) FORCES. Qb)-Max.Comp.Mtax.Ten.-All forces 250(lb)or less except arra n sllosn. TOP CHORD 1-20=-3826(481,1-2=-2826939,2-3=3)091,45=11505/1586,523=-155252835, 623=-155252835.6-)=-155252835,7E=-155252835.8-24--134052)99, 424=134062]93,9-1 0=-13 4 0 52)99.1011=-)013/150) BOTCHORD 1619=753/80)],1)-18=-783asi 16-17=-1511&11505,15-16=2969,1528$ 14-15=2969/15283,131E---150)0013,12-13=-19&908 WEBS 1-19=-55]/4861,2-0=-24]9@83,4-19=-500111539.4-1)=971318242,5-17=-WIW54Q 816=-1502/4836,)-16=-289604),8-113345,614=2665243,9-14=20069T2. 10.14=-15220528,10-13=42W949,11-13=-15881)409 NOTES- 1)3-plylmss to be connected together with tail(0.131'x3')malls sirloin": Top chards..¢died as fallows:2x4-1 rew at 04-0 m. Bottom chords connected as follows:2x4-1 row N 0-40 oc. Webs darmeded as 1.11 9.2x4-t row at 0-9-0 pc. 2)All loads are considered equally applied to all plies,except 9 noted as(rent(F)or back(B)lace In the LOAD CASE(S)section.%y to ply Unbaland.1e loads have connections ceNbe w Abed enolraiderm for this design. as (F)or(B),unless othelwlse Intllceted. 3) 4)Wind;ASCE 7-101 VulLl Wmph(3- wind gust)VIII 01 mph;TCDbS.IJpsC BCDkaS.OpsC 22511;B=45ft;L44R,saI CeL II;Erm C;End.,GC,a�.18;MFRS(dlredionel)ma C C Extedor(2)0-1-12 to 1-105,Imetlor(1)i-10.5 to 1911-4 mne;C-C for members and forces&MFRS for reactions shown;Wm0er DOL=1.60 plate grip DOL-1.60 5)Provide misguide manage to prevent water ponding 6)All plates ere MT20 plates unless insiders Indicated. 7)This Imes hes been designed for a 10.a pat bottom Glom his,load noncmlcurrent Win any other live loads. 8)'This truss has been designed for a live Toad of 20.0psf on tha bottom dwrd in all aides where a rectangle 360 tall by 2-0-0 wade Wil fit theles en the b00am chard am any other members. 9)Rater to glldeQs)for Vuss to hose mnrimpons. 10)Beatlrg at joint(s)22 considers parallel to grain value using ANSV7PI f arQs to grain ramble. BUlidirlg designer should verify capacity of bearing surface. 11)Provide mechanics)connection(by others)of truss to bearing plate capers of wtptstending 10011,uplift at joir(s)except 0"b) WNPNWeVMN[etlF pWW�M�ewMPEAp NOr®QY IMIS4MafICLrIUEa pIERa9�INCE IIBBI�HAm.la0.VAI6 aEfOaf USE Jn WN Torus MY[MIn MI1eA®cmr¢cbn.11tdN�kLmstlwtlY4xr M�aalers O,ovnt ood-lu mYgIW M coad'cnnG= rot Inm MNm adios ve.pwfN4rWp��rw mulvaiNRa atdlcJl11Y o1mpJH>xanaln2uW poPs4Y FcyWale Rt tic4P�InbaW wyc MRs ' blMipdexyi"WyMgnucaWaawpeuml M1c11y o11rvl.Mxx lamwaoam/y aeromyna cur.NicannMloroodn, ,e Pom,yWalra+g btlwayreglM lydlaMmdlogNy4 yNWeMlnnovl4e FarPtl Y4Ym]pWsMdWa�. lyg aril P✓du�se regad'✓JXw 6W4 PeM EM ato IdNcadxalwOae.[LNvyY.erxson od dM29 dEumaaN MmM1y12 a9u/WIy1R1 assess, .WS-09 mf aLL WiIiY<MTUWM TerNs.FL x]810 8ye1ry4pMym mtd,b pyo In®IM6MAOa 218 N.Ies Shael.Sub,312 Neaaexlo.Vh 22914. 0s Spit I TiWNN9 ,1P35TOA 'T3] PwA epc.I OI,Le, 3.Jos Reference 1,1unall ....,00mpmreara*J-u ....M..ses,6 Pun 00,0a Jun 25x016 Pme'B.OtOeJun R62o18 Mn¢k IntluNIM¢ Mc Fn FM Oa1<2A-0]2011 =2 IO:WaOOUC_ppF/oGIwNyTEnCz1Wn�eIaSJMAfGCt3R95yOtU91610UnsbxNAO3AttlzogPc NOTES 12),slips 11 ",and other 188510 do,anaWTal lb up Ib1",rontopclwrd.iThede gNselectloneo succload(s) connectionsen Ncep)isOtllerepspmsibilityolollgls lb Covmend 452lbup of 13)Special hangers)or other cmlwdlon devlce(s)shell be provided sterling at 3-3-121rom Ilse lett and to T-3-4 sufliclanl W mmact Iruss(es) (1 ply 2x4 SP)to front lace of top More The desigNselectim of such special mnl,ection devices)is the responsibility of Were. LOAD CASE(S) Standard 1)Oesd+Roof uve thesauri Wmber Inaesse=L25,Plate Imrsese=l 25 Urarolln Loess(pm '. Val:1-2—Bo,2-3—W,a9-184.411=80.12-2�20 Concentrated Loads(b) Ven:7=-2145 8=9113 9=-15 5 8 Q WAN -Vaexae¢ye psemOnea MFA01pFRQYTI6 A/Ia ICLUO(OYIEIr A'FFEBiA'LE poll.ou, le0YM509LIlEWE Desks,va.Wv¢onv e¢S,AYleke ccnwcicrs.nt cauch t..1 noon psmwwn YWnl ch k mF3N?ea pAygcompnwil.ml Ine¢ryilem Belae m.Ra UYligdaegel mW ve0ly RaalGYcaMllyoldaxw t�eanawnaq W WedY M:mryx�ale P6FaY{1n Flo Me ovelal Wdtgye$T. ®a1g RVJKWetlklolaa'Ail lvctllreolYxluYAd Mmw�Od/uclwemlNvrsaY1. 11.n inht a utllzvinawnt Gacep nOr Nawm+lenaee wlnlmy�ewpe.�l�alwew+mwmwl>ana+xMrvmel+walva'Anme. rm splka m+��e.:e lew�sl�n.. mwrw Fm eNa. PYhMwrtndo3e.dalrery.PecAnadbP'egaEum Ttl Mm¢WW3]Z Nf VA2MCIXwb.OSO-04aq BC5I0uIMliYeellpl0mnl ianp¢.Lt a39,o ,VNr IagIMXm a�tYJ9e M1an II�6FMe fsPOM.RIB N.Iee Slreel.e/k d12 Nsaug0.1 VARR]II. ruse ruse vice y TI. :.n. T24 has'c' e 1 Jeb Referent. a 1 &N]F9CpipM9rr sugiy,JBtknmlY.FI32R56 flM-a010e JM252018 Pd9'.a.0109Jun858018 W!M Imud�W9a- nFahWf0 Rad AWP 10 ICVccGRICypF]oCIMW]EMZM!]SNXyySTM9 7PV.Ui9TIsaHV0u81K0_Jq zogq 3-114 SS13 6166 1142-15 1g]B 1602 19491 2Y! O 3-ttd 263 2A9 2i9 248 2i-0 249 2&5 Scab=1:V.o 4.00 F1z 3M If Y2 2 2w II xx411 w8= 6xt2= 6x12= 4 5 6 ] 0 8 10 1 yy r 21 IY l8 to t] 18 15 14 13 12 tt 1W= 2N4 II Tao= 3x411 V3. 8 6513 610.8 11515 13P9 16N2 18411 ffi11L 8116 285 2dB 2de 248 248 2dB 285 Plate Onsets(KY),- ;05-8 1003 0.3-0 L "A"' (psi) SPACING- 2-00 CSL DEPL. In goo) Vaefl Ud PLATES GRIP 20.0 Plate Grip DOL 125 TC 0.42 Ved(LL) 0.151516 >999 240 W20 246190 10.0 Lumber DOL 125 BC 081 Vdt(TL) -0.3415-16 >M 1000.0 ' Rep Suess Tom NO WS 0.]5 Harz(TL) 0.05 21 We We 100 Code FBC2a1MP1200] Math-MS Weigh:123lb FT 20s LUMBER- - - BRACING TOPCHORD 20 SP N0.2 TOPCHORD Slmdurel wood sheathing directly appaed or 351 Oc While, -Pt BOTCHORD 2x4 SP N0.2'Exwpt' Wave cals. 1116:2M SP SS BOTCHORD Hand c2mg,directly applied or 843 oc bredng. WEBS 2x4 EP IM 3 MTek recomm Mr.that Stamfl1 .rs and redred cross Gecing OTHERS 2x6 SP ND.2 be Inedlletl tlutl,truss ereGIW,In accordance Min Stabilizer Imtall94on mae. REACTIONS. (Ib/slee) 19-_12]10-58 (min.0-1.8),21 9010.58 (min.0-1-8) Max Horz 19=1250LC 12) Mix Upuft 19=-148(LC e),21=-28](LC 9) FORCES. (lb)-Mix.Comp./Mex.Ten.-All forces 250(Ib)or less except vMen shown. TOPCHORD 34-2Q9/53@42 3=-20 0 0618,5-23=-280&818,56--2352/83],6-24=2352/63], ]-24=-235263].]-R-2352/83],8-9=1642/W2.9-10=94629] BOTCHORD 1819=345119]1,1]-18=3602018,161]=5392439,1518=8262608,141rzfi3]2352, 13-14=-512/16]1,12-13-297848 WEBS 3-1]-2]61W,41]=-312/199,595=-36260,]-10.-32]/116.8-14=-239812, 613=6591413=2]0816,&12=-]64202,10-12=-34&1105,3-19-2175@31 NOTES 1)UnbNanded roof live loads have been considered forms aealgn. 2)Wind:ASCE 7-10;VUIt=133mph(3-sec.na gust)Vaed=101mph;TCDLd.Opsl;6CDI-5opsi; 25d;B=45M L=2411;wave-18;Cat. 11;Exp C;End.,GCg-0.18;MW FRS(drecllonal)and C C Estonians)0-1-12 to 3-1-12,Interior(1)31-1210 20-3-12 x016;and vertical left Blposaci I.,members and torcee&MW FRS tot madlem shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide aaequde drainage m prevent water WraIng. 4)All plates are 4x5 Ivi unless otherwise Indcded. 5)This truss has been designed for a 1D.D fail bottom chord live load nonconcument with any other live loads. 6)'The buss hes been designed Tor a live load of 200Wi on me bosom chord in all wade vAem a redangle M-0la11 by 2-D-o Mae MIT at between the bottom chord all any Other members. ])6eadng at Targe)21 consldere pared&to grain value ming ANSIrTPI b angle to green formula. Building designer should warty ce,adt,of bearing suds 8)Procce,mecr eMcal connection(by others)d truss to hearing Coate aspects of Mmstancing 10016 uplift at Idntlel except IjWb) 19=149,21=28]. LOAD CASE(S) Stannard 1)Dead a Roof live(balanced):Lumber Inaeese=1.25.Plate increase=1.25 Uniform Loads(pet) VM:1-2=60,31X6011-h9=-20 Concentreted Trade Qb) Veit 3-548 WAaNWa-VMna W9.G^^^^r^Wtl BFAa HOf"Tcvon eAXa NLLVOEaa92N BVGANta PA4EMF)-..IOeYNI88PPdBEYBE �ka�nMltl beds¢MY Min WIekW cunreckn.RKaeda,h bsstldYYe[bm MuneM99imm,avf hla mM]IKAM dad.B can -pre^I.wi mffi9vxem e.rae�.a n..wlaRa.a�a mi.l,Mnn lee npwaArvolmkBm„oamel�.mpecenv ntal>«afa lddaY{a�lnlolreovatll �8k, MAd�9rt BacYgY]calevlkb lmvent b.FIFY ulhuM]W IN¢wt-0axf/w eMdmemMex Wi.AhJMxH IemryxW agl»nnaMnl tlmYp t Nwgire[9led la 9pdxrylyapl.ge9�nlcWq/e Wlnp7mWiWm-v1 te+Y aN VOPoM dnirXR. BMad.gkkncem tllg Me reW Pella Eur Bad yyaly lwpmmt�v axl[defipn�Mla ppllMe,21eH lee 5h�1.5J1e 3318.pbxuvlgl VG'MrvlemWw.050-09aq 8L914iTBfemWena Teirye,FL Y10 ded runs ]o0, city ppy TiodureS tt035TOA Us nanosecond T t Job Relxerce(optional) . 10:W n09uC_ppF]oCNIXV]EMZIW252016Inc Fn S 2 subbingCFlwease, FI r]-SNXWy8TpG7pVeUi9TkW,, kKUL gt sn6 n-lab 2x4 Scale 1:382 0 fi 0012 12 06 i 3 11 46 i 2 1 s 5 34 i1 2W 11 0,6= srv9 rv1aD sno snu Plata OXaets - 1:0.2-00-0-14 L0A W(psf) SPACING 2-0 CSL DEFL. in �V� M PLATES ORIP TGLL 20.0 Plate Grp DOL 1.25 TC 0.3] Ver1(LL) -0.03 0 MT20 260190 TODL 10.0 Lumber DOL 1.25 BC 0.33 Ve"CrL) -0.080BCLL 0.0 ' Rep Stress Inn VES WB 0.45 Hor2(TL) -0.01e BCDL 1 CodeFBC201MP1200] WMFNIS Weight 8510 FT=20% LUMBEB- BRACING TOPCHORD 2M SP ND2 TOPCHORD Structural occol sheathing Juectlyal lletl ora-Mod purlins, except BOTCHORD 2M SP Ni end vergcek. WEBS 20 SP No.3 BOTCHORD Rigid ceiling directly applied or 10-00 od bracing. SLIDER Left 2x8 SP 140.21-60 MITek recommends Ilial Stablliaere all required cross bracing be Insisted during Wes erection;in accoMance With Stadll2er Irradiation notice. REACTIONS. (INsice) 1 681058 hill 0-1-8),5= !Jachanlcal Mex Hora f=240(LC 12) Max Uplift 1=-51(LC 12),5=-195(LC 12) FORCES. go)-Mex.Corep.rMax.Tend.-All forces 250 gb)or less except w nahoxn. TOPCHORD 2-11=-511/55,311=447RI BOTCHORD 1-6=26&45],56=268145] WEBS 36=0251,3-5=-523/305 NOTED 1)WIM:ASCE 7-10;Vult=1"jild(3secand gust)Va ell mph;TCDL=S.Opst;BCDL=5.Opsf:h=2 sit BASO:Ldn eave�R Cal 11;Exp G;Enc1.,GCIN�18;MFRS(tlirectional)ark C-C EAedor(2)0.0,0 to 3-0-0,Intedor(1)3-0 0 to f I& mne;C-G in members and tortes 8 MFRS for readdl show;Lumber D01--1.60 plate grip DOL-1.60 2)This truer has been designed for a 10.0 psi bOXOIn chord live load wrodncudent With any other Ilve loads. 3)'This truss has bean deNgned for a live load of 20.0pst M Me boltom chord In all areas voters a rectangle 3 60 tell by 2-0-0 once Wit fit belxxen the DOXom chord ark any order members. 4)Refer to girtln(s)for truss t0 duan connections. 5)Provlds mechanical connectlon(by out of truer to beating plaza capade of Withstanding 10016 uplift at joints)1 except 0WId 5=195. LOAD CASE(S) Standard Mibras. G VMN 4=^kn P W'/nuMe aEAD MDIae d1]Ma WD MLLIID®Y2x PEFEN4MfE FIDE N611A m.IDAYMa aF/ME USE A4{F�w'Id loluie(IN'/MmMIk#®cmrecba MaeYT kL ACNV uprn�anelen4wwn WaXxmPaWklwl leAtllp cunMeent rui MmsYniolli IrXwe uo.ttnlwlJq�W`I„w mslvalrY IMQGBCWMdtlex(xi Manelersmtl P%>r11V hcolP✓1de Mt0akllx�blM ovsd masa m4®n 9aaOkvraleaalo lxeveatan6npakwxan kwwBbaM/oromramameelnaJv.wowrld lmapolw�renamama�e �(• atlwonrepYed Fw MtYtll4mdbgwenleekfvn Mtn WslJe Vortq✓J MeV utlgWaly Mn�. fa QB1'eld DlauVleelWna9xw eBM Pike EeY 9Mtl. yN�y Mgmgkn a.Mtlel�an ll�Rll�kl kvMlle.R BN:STee1.91HJ12�eaMIh1 V�2R I��•pHd9��x�pco�ml ienp.fL x310 6158 Iuss `AM T10281W.'6 1103515M 12c Flet fiNY 1 I Job Rakrelics o 4altl @WinpCmpwr4 Bi4�y.Js[kmn^Ile,FI I125fi flYe'BOIOe Jun Y52a18lad 7En4d u l7 n5I8 MUZ t9s —gra-s' ra Foftl0I I m201]P99e t ID:WaGeuC_ppF]oCIMW]EMnW r>ZeSIATUZR2ICRICgGLuPIrye51NJ351TUNe224Vxdpe 61612 _ 139a 61612 6-1012 476= L4 II 4W= suk-I:a0.4 ] 2 9 3 III B ID 11 12 6 13 14 15 19 17 6 AI524 1J424 JU ]x10_ AA324 JU324 4.4 4x5= JUS24 JJS24 6:10- B-2-4.0-2-01,[310-2 10-02 2-01130.2 02-0604121 LOADING firs) SPACING 2-0.0 CRL �Hou(rQOM (Idc) Ptlee w Pllkwa GRIP TM 20.0 Plate GOP DOL 125 TO Bn 4-5 .999 240 Mi20 244!190 TCDL 10.0 turner DOL 1.25 BC 0.88 4-5 -M IN BOLL 00 ' Rep Stress loo NO WB OJB 4 not We BCDL 10 Cade FBC20147PI2009 Matrix-MS Weigh:1161, FT=20% LUMBER- BRACING TOPCHORD 2,4 SP No.2 TOP GHORD StrocWrel Abod sheathing dlrectllyapplled o14-613M purlins. BOTCHORD tad SP No.1 except and Wricals WEBS 2x4 SP No.3'Except' BOTCHORD Rigid ceiling directly applied or 6-O5 oc facing. 1S,3 4:2x8 SP N0.2 MiTek recommends lost Stablliame me required cross bracing be Irelaile,during trues erection,In accordance cone Staph,sa Instodivion curds. REACTIONS. (IWsixe) 6=1950/058 (min.0-2-5),4=225 5-8 (minA2-11) Max UBM 8=-5990LC 4),4-651(LC 5) FORCES. (Ib)-Max.Comp.lMax Ten.-All forces 250 Qb)m less excaq Mlen shown. TOP CHORD 1-6-1355/4]0,1-]=1286/396,2-9-12BW76,2-8=12861376,08-1268/3]. 33-1361/469 WEBS 1 5-4W1709.2 5=4431329,3-5=394/1]03 NOTES 1)Wind ASCE 9-10;VUH=130rnph(Osewnd gust)V3u1=101mpb;TGDL=5.OPsC BCDL=5.0ps1;b=2511;B-A51C L=2411;eaye=411;Cat. 11;Ex,G;End.GCp1=0.18;MFRS(directional);Lumbar DOL=1.60 plate gap DOL=1.60 2)Provide adequate damage to prevent water ponding. 3)This than bas been designed for a 101,pat bottom ohoM live load ndnwnwnanl Min any dlher lie loads. 4)'This Cross bas been designed for alive load of 200psi on R.e bottom choM In all areas Mom a rectangle 340 tell by 2-0-0 Moe wall fit between the Whom chord and any other member,cosh BGOL=10opsf. 5)Provide mechanlcal connection(by othem)of buss to bearing plate capable of xiMslanding 100 to uplN at joint(s)except Qt=b) 6=579,4=651. B)Use USP JUS24(elfin 1 W nalls Into Olmar 810d nails into Truss)or equivalent spaced at 2 PO do max sinning at 1-74 hon the left end to 13-1310 conned nuss(as)T2511 ply 2x4 SP)to back lace of bonds,chord. 7)Fill or nail Wes Mom hanger is In contact wnh lumber, 8)In the LOAD CASES)section,loads applied to the face of the tmss are noted as front(F)or beck(B). LOAD CASE(S) Standard 1)Dead a Roof Uye(balanced:ember Increaes=1.25,Plate Increase=1.25 Udfo0n Loatls(PIT) Ver,1-3-60,48--20 Concentrated Leads(b) Van:9=-048(8)11=348(B)12-448(B)13=-4468)14-44818)16-448(8)17-453(B) 7WA—mMpelkYanx0t.adme931e wlaaa e.p�le1iegYYteNµ.hAWlttMm4Ye.wAadaYMleIeaJectlaNlMAoYw p<bmtleapvexmeArvmf NdclmwbcaWr2icmdhrgMyuMe[ldnYMlegnWIWNud}epIi IMs6nia@CgMhmYA}exlnMFtlRm;WdvleNaMYYSssIlMlMuywpanctcliFbnd"�=leabYtlwdpmWan/nunl8ue1mcRlmNmWR1 lcLdeMnwlmmY MeIXmaHedani0C4xgMgvRxaeox.pllYowreYo,)7e4mi AwsAMadMdmrdxu>lakWdmlmxlOAr]9GtlodaY4l✓dCxaMnNNw fy.WtlaaerylWlelv9µOc�3im9Nan EernMd2VuprlOwaKrigTwtlm eewnrartaevromdaltli dl #g T6eW1ry1PuFbL SFMMtO2 M. mn«.amelmm fns FNM awM4,zla x L.a sr�t,sMw3lz.uamtl�la vnsz3la. rhea free yes y i T10eHI Ileasion ]P] the me Air r 3 1Job ROIMeIYR(.0i ew4hecLeDom.m soppy.1e[pewn41L,11 sxxw n jD Wao6B�uC ppFjoClwtW7E64AWR1.1))NpUBCHSfJprsge FNYIMS j6INf oxce00YAVLWg2 �7-123]-0 11-19 1360 5712 2-t14R 25b 2S0 2U II 4 e00 F12 4v5 a ,B 1. sp did 'bA II 7e14 M]mH.= G .2- 8 ] Bllwel R 1] 1 11 w If ma II 46_ S7-12 6h0 11-041 t38B s]-lz z�n-1z 1zse z-se Plate Oleate 1;0-2-0Q0.14 5:0.5 802-12 LOAOIND(Pa) SPACING 2-0.0 CSL DER-. In (loc) 9deft Ud PIATES EMNP TCU_ 20.0 Prete Otlp DOL 1.25 TC o.38 VELL) 0.0211-15 >999 240 Mi20 244/190 TCDL 10.0 Lumber DOL 1.25 BG 0.23 VedQL) -0.0311-15 >ND 180 Ni 18]/143 BOLL 0.0 ' Rep Straw Ina NO INS 0.17 Harx(TL) 0.112 1 me Ne BCDL Code FBC201VTP1200] ell LIS Weigh:2269, FT=20% LUMBER- BRACING TOPCHORD 2x4 SP Ni TOPCHORD Structural Vinod slreallling directly applle0 or 6-0.0 w puflllle, except BOTCHOHD 2x4 SP No.2 and vemcas. WEBS 20 SP N0.3'Excopf BOTOHORD Rigid ceiling directly applied or 100-0 oc chiding, Except: 78:2x6 SP No.2 600 w bracing:1-11. OTHERS 2x8 SP N0.2 SLIDER Left 2x8 SP N0.2 1-6-0 REACTIONS. (IbIsim) 1=-1&0-58 (min.0-18),11=1454/0-38 (min.0-18),17=4990/0-48 (min.0-25) Max Horz 1=357(LC 12) Max Uplift 1=164(LC 22),11=45(LC 9),17-17091LC 9) Mex Run f=33(LC 9),11=1558(LC 17),17=5928(LC 17) FORCES. (Ib)-Mex.COmp3Max.Ten.-Aft mmes250(Imlmrlees exceptammshovrtl. TOPCHORD 2-18=-142/480,18-19=-1401490,Q19=131/536,55=-2598392,6-20=-259fl/592, 7-20=-25981592 BOT CHORD 1-11=388/0,10.11=431/1102,312JBY1300,8-9=-1007279) WEBS 3-1I-KIM5$35=0/505,5-11=145011]4,5-9=204/1389,6-9=48]&,]-9=-218341 NOTES- 1) OTES1)3-ply muse to be wmlecled togetherwmh 10d(0.131" ')nals as follows: Top chords connected as follows:2 -1 row at 0-9-0¢,2x6-2 rows staggered at 0-9-0 w. Bottom cllonk connected as m1lowe:2M-1 use at 0-9-0 m. Webs connected ae formers:2x4-1 row at 0A9 0 mc. 2)AII loads are comelde ad equally applied to all piles,e s ept if noted as front(f7 of beck(B)lace in the LOAD GASE(S)seetlm.Ply to ply NJaI acini h�e bade been w befu P-lded to distributeonly for foodtl note as(F)or(Bl.unless of rnafte Indicated. 3)U 4)Wind:ASCE]10;Vtlf=l3omph(3sewnd goal)Vasd=101mph;TCDL=S.Opel;BCDL- .Opa;h=259;B�51!;L=241b saI Get. II;Exp G End.,GCpl=0.18;MFRS(AracBmnal)and G-C E,deror(2)P0.D to 3-0-0,Inledor(1)380 to 12164 mne;C C for members and forces 6 MFRS for reactions shovm;Lvnber DOL=1.90 plate grip DOL=1.60 5)PmNde adequate damage to prevent water ponding. e)Aft plates are MT20 plow unless oth,nai Indicated. 7)The tmse has mean designed for a 100 psi bod0m chord Ilse load muconcunent wind any other live loads. e)'TMs tmss has mean designed for a INe load of 20.0psf on the bottom chord In all areas where a rectangle 38O tall by 280 w de Wit lit beNreen the bolfom crucial and any other members. 9)Bearing at junta) considers parallel to gren value Using ANSYTPI 1 smile to gran formula. Balding designer should veety capacity of bearing surface. 10)Pmelde mechanical connection(by offers)of muss to bear n,Wale capable of enihatanding tom Ib uplift at jdm(st 11 except gblb) 1=164,1]=1709. 11)Hamem(s)or other cone crop dewce(e)shall be provided sufficient to SupportwMentraled loads)9701b tlmwn and 421 to up at 12-104,and 49161m tlown and 21321b up at 133-eon top chord. The CesigNs tlm otsuch wnnectim dwN (s)is 9re reaponsiblllly ooff'otheem.. L(�' G1S yrgp�pnpaylxarsWaF1a N01E3 oN iWS AND NCLmmFOIaIERMEFEe4NLE/AKL611Am.fasYIDle KfW1EVBE CeLgi Wltllw vsaYy vApr MlHO ccnncbS.Pldeign 6lr.>!etl oNYMwrCmlea¢9^'mtLald klwm FANtli"1 dIMLrmcanpclmL rot Mlem.wlwe ve.Me WMrH dMllmr inn .IN rleagMMxbrM/ol clefl{Fl naunela[aq Pr%�4YtrarrvnM xMdeA]n Flo Xleoveltll ,. 9asohi alala Io geLen,WCNFq oIIINhM1JwIlrimwemaWwcMltlmenixXsa4V.AhxlAwd memCcxW moGn,nawnldreM ab�awaM1 rulLlsD lu pcGpYaxllogevm,cue,4te w91f gmF9s pamrY6 pryLY a'd ggMYd nes. kn Wlreltl 4MYJlcareBn4911re aaMPsb FLrl and. L'ulbn.[I^iamx.tlelNelY.aeclbn aW bafrq ollnnpsm]Ina Miami rre4NeLnwl Grdlh 0XxFI.dHMaM aC91 aYYWrG9eIIVrAtMtl Tmt4R 9e10 ,yyY pygmallpr wMie pan Bim Wk IIUIIIule.2la&.lee spea,.9Lb J12 Pbrm]M1LVA'YLIII. p ng6 N66 B TiW 7 llapaiM T27 Han Hp Glmx 1 3JOb flpterence oCare BaWnp CvrycneM saPoN,Jecewnvlro.Fl pxxu Ha D:WccGOeCypn�EeM]IWr]�1mfjNPUBGH513P114QeVTX]MaCIVoNC pB00EbyLM92 LOAD CA (S) Slandanl 1)Deed♦Hoot live(balanced)'.Wmb Inaeaee=1.25,Plate Irwrea 1.25 Unilarm Loads(Plq Concentrated Loads Ob) Ve 7—a �WdnNM6-YM/y Eulpn PenmalanmEPEIO NOlE3 pIT1WHXe NLL1lOFOla]EN afffMNCE IIOEIR]eArev.109YNI6I9LNEYBE Getl��mlkf lw uSeonlY!+am MllekDw kn lFEc�tE 4oNY W��hmrelmiawia'AklwmYVJINdwIdMAiq canryxwlL rot ryslem Enlne�,IM MIIhY)�IesUp�mulvaXYlnegplcaAlMol aMoS{if�+�aelmuW MM+^�IY��^V��ak lNdea�n FlulMovatll WJp�pn.BxFq KlcaleOklop IMcdMA olhwAMi iInO VHv m1/acMtlmenO�i MY. tla llem4 W��ae��ItlaM ttlwaR�ayl�ed MpQMYavllogeveM wllq.>e wllb WaR'Ie GCYstmM NiYod WW+enY WnryK. lnpmaMPMWse�eaatlry Re 1pW PxM EW a'n. kdMoly pcypJe,clelNary aecMmihwipol lnmeiaM Masirylemi>>t AXpl/IPIIQWIN CaIxIo.0Yd9aY nLA 40dnpCOTpnanl T R3Y1p pal]Irymaynkn ovtll3Ae Pan InnfbN FSMpe.RIe N.Iee5tlee1.911e 312 NevadM.VAII31 E. °tea' rose bins yoe Y atom. Hese 11p4W Tie WHO R t 'lob Rel.Hoxe toMorel BJgYq CvryaMrt 9LySfy.Je[XWOMY.FI3RRY 6YeeL10e JYni52016 FMI'e010sJun 252016 AYTaX XY1phM Irc FII FMR 14'N'11 M17 Veee 1 IO.WrcOerCypFIOC7712_1E0,UdWr7 Vy05b9VpNeizz 10MULVlrMauXHILg]9 =1y S1-12 878 10-11-1 13613 152-10 teb3 21-]95 2311-0 S]-12 241-12 2S9 2449 2-0-13 13 2-1-13 If r. 2311 34 II 4 ew 1z axed 3 20 2 x4 11 But 11 We= e ] e 9 19 11 Iz z 12 21 20 10 1e 17 16 IS 14 18 4x101 w II 66= da`- 2s4 II 5-7-02 Bd-8 it, 13013 152-10 1]18 1953 21-NS 23119 57-12 ?1142 238 2149 31-18 21-19 31-13 2-1.13 239 Plat 011sgs(%,V1 11038Etl 11002832-0119 56.0.2-1211200-2-002-01 LOADING lost) SPACING 2-" M. DEF1- In Qac) boad Ud PULTES (MNP TCU- 20.0 Plans Grip DOL 1.25 TC 0.46 Veri(LL) 0.1416-1] AN 240 MTW 2441190 TCDL 10.0 Worrier DOL 1.25 BC 0.55 VeU(TL) -0.28 17 >757 180 BOLL 0.0 ' Rep Stress lncr NO WB 0.57 Hoa(TL) 0.06 1 fire -- BCDL 00 Cada FBC2014/TPI200] Will MS WNgM:1231b FT=20% LUMSEW BRACING TOPCHORD 2x4 SP SS'Excepl' TOPCHORD Structural wmtl sheathing directly applied or 4010 oc Whim 5-12:2w1 SP No.2 except and veNRls. BOTCHORD 2x4 SP SS'Except- BCTCHORD Rigid ceiling directly applied cr Sil-5 pc bracing. ---------------- 1319:2x4 SP No.2 MiTek recommends that Steblli-as and re Wired —adding WEBS 2x4 SP No.3 be lrmtalled dining truss erection,In accoNance Mth Shrellier SLIDER Left 2x6 SP N0.216-0 fistefleflondhide. REACTIONS. QGslie) 1=455/05-81min04-8),13=59V0-SB (min.0-16),22426540-36 fmin.0-241) Max Hoa 1=357(LC 12) Max Uplift 1=670(LC 22),13=-Y37(LC 9),22=340(LC 9) M.G. 1=190(LC 9),13=593(LC 1),224285(LC t) FORCES. (Ib)-Mex.Comp.Max.Ten.-Niforwm250(lb)orb except MT sMm. TOPCHORD 2-27=-42711157,27-28-4=1175,3-28=4W234 5�-96&385,e-22-16A/595, 29,30-16571595,7 30-1657/595,76-2030068,59-203,468,9,10-20301768. 1031-1]1516]5,11-31=-1]15/8]5,11-12-10331409,12-13=554238 BOTCHORD 1-22=-101,489,21-22=481/266,20-21-3]&204,1&20=-385963.1319-389868, 17-18=-595/185],151]=]688030,1518=6]91]15,14-15_40&1033 WEBS 3-22=-1]39501,3-5=-21401303,522-7190,5-20=-492/1308,6-2 4717226, 6-18-3611618,7-18-3181182,7-17=-217/448,10.16=-1 3 93 5 0,10-15-28&143, 11-15=295758,11-14=451222,12-14=4357109] NOTES 1)Unbalanced loot live loom have been considered for this design. 2)Wind:ASCE 7-10:Vdt=130mph(3 second gust)VMtl=101mph;TCDLd.Opsf:BCOLd.6psf;h=25X{B-45%L=2411;wdW-=4X;Cat. II;Exp Ct End.,GCO�A 8;MW FRS(Mriafic Ml)and GC Elde6M(2)0-0-0 to 30 0,InNdor(i)30-010 23-9-12 ione;C-C for members and forces 8 MW FRS for reactions shown;Lumber DOL=1 60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)At plazes are 4x5 MT20 unless dhehwiss hooted. 5)This three has been sari for a 10.0 psf both.chord 11W,load nwwrlauneM wish any other live loads. 6)'This thugs fes been designed fora live load of 20.0psf On the bottom chord In all areas where a rectange 36 lot by 2-0 0 wide will Bt between the bottom chord and any,other membem. 7)Prorhow mechanical connecllon(by oaers)of three to bearing plate capable of withstanding 10010 uplift atj0inth)except JWIE) 1=5]0,13=237,22=340. LOAD DiVil ) Standard 1)Dead a Poor Uwe(balanced):Winter Increase=1.25,Plate Ineraass1.25 Un#.Loade(Af) Veit 1.4=60 512=60,13-23-20 Q WIPMNfi-wo,o Men wort-a -1 Heap NOTES ON Hire a.M'C..AorER menewNeEV1eEXWfl rd l00VM16 B9LIlE reE �W,wIN Iw us MYw1X,MIIeM®conrecbrs.RISMY9,C MNrnYY uRrn Vchanxtart L,wm aW kM mYdM1tlM LWi9 cOmFgnni.rot OiasWleni.6e1ae1w.PelvlXlOdeMlel mill valNMs9YIkarllNoltleL21 Wwnalenorcl POFeINtICPMOW aitla4TM190 Ra owrtl ixM9�xW�Wa'x91gCW1klo Peae141xrH9 W YMMFtllnnvnb TO/acMCnNmrmsMY.HlUbxl lcnMW atlpanvlel,llxmXV 65778 haZWbW4lhYmdbPalanl o.iFgxe wlTPalxeL l6WleileY utl PupehlYMntxW. rla9a�PXOu✓'a 1aWNVOx¢ MOI Feb FMeY4. kdY:alkbooson .OsxWwaaM.1nox9o2hu...ximat llitaflWYAFII VA.CWM4pLd9YgeLLBtlIO<MFenehE TenPe.FL 39,40 3yehyE4Onypn rnw'Hxe fipn Ii1m PMa MIIW.RIBH.Iee 511M491b312 NBYQef41 VA41311. T1o3NNY 11�BTW i2B HBry RIp � 1 Jp9 PBlel911CB OBBI BUYSp cufgmwG SVf[ly.Je[FYIMm.Fl]'Q55 RID:W¢GSUC P I Iw�N/]EMiI'Nr]VyDlIVpAa19TM�OI�MUCtl++gm59uWEIL9TBTO5mggY LOAD CASE(S) Standar Cw nBaten Loafs 9b) - Vsn:r 4w YWdBNN4VeYlyGWPnprtmNenenG BEIPNOIES OII iMidNO YI[LWEOMIIEN PEfEXJNLE PIgE1Y)GAm.lO0YMI6 B6PPf U5E CeGp:v�fp ld uSe cnIY VTIL MIIWSimnredoix lMtleY�n klw+e ml oVd lxeanelwv Ciwnr.Whlw an Fdukaltl Mtlhgwmgviel4 rot alnmryMan IMeldeve.B¢MYtl�V tle9(lree muslvmlN llragMhdMMd�]eGg�fbdnelenaM gol�GY hcmpexale M(lef�iMO Meove�M W[Lp Cea'gn aactgt]calaOklopevmidcpMdlrcMNW MwweO�xNd cMGmemCascNYDIY'-v4-IemµvaY�FB^^��1 a�L'V 6 Rwg5seW�e]ldikdlYd�G to pevanlWW,"e viTM�eFd�dlMnY melax�Mdvnroe. Rx Wwlid 6'�curoW�Y91ne aPW PeGUFw BMG. kdMalMniluWe.�dY.aeclMutldacMd ollMeiawl lnffi N'nem6�e6V1Y/MI MMQMI0.CIHPaM K91 MIY'IMPCanVuwtl T iL a�1a faM1lY InlamaMn a`dktY M1uii Ines RalelMMe.RIB N.1�SHeeL 911ed12 11emdM1 VR1SlIG. ��' 88 . Wa Y it0361LW Incl 1. HNl IF 1 1 Job PeterelMA o 6onel W me CarrWwr4 si,pti JUYsomile,A 322% IM:BaIee JYn 25A18 Nh1 emOS Jun R52a161MeF IMtlIW.. Ftl.091.'2.11 sm," pat ID:WwGNICJpF]o lI W7En4z Wr].Vyo5b9VpzP WM3010MUOR WMMLg]9)OmggY S]-12 W-0 1P11-1 15P13 162-lit 1]46 1P-- 21-]-15 2&119 S]-12 2-1142 299 29-13 2413 2-0-13 2-1-13 2-1-13 259 9pls=1:48.0 3di=aro 11 4 6 am 1z y05 9 3 e 2n a 2 6,12 7 0 8 10 11 12 13 31 ;EPz 18[ 22 21 p 10 1B 17 116 15 14 wo II 3. II de= 22 II S]12 6]-0 1P11-1 15619 tit-10 1]L6 1963 21-]46 23440 S]-02 21112 259 21-13 24-13 2-1-13 8-1-19 2143 259 Plate OBses(XVI 11038 Etl 1 14 03-062-0i f8:bi80-2-121 f2Y02-00-2-01 LOADING(pN) SPACING, 200 CSI. DEFL In 0.) Vdefi w PLATES MP TGLL 20.0 Plate Grip DOL 1.25 TO 0.46 VeQLL) 0.141]-18 >999 240 M@0 2"190 TGDL 10.0 Lumbar DOL 1.25 BC 0.55 VaR(TL) -0.28 18 1788 180 BCLL 0.0 ' flap Stress Ina NO W B 0.50 Hca(TL) 0.06 1 We We BCDL 100 Cade FBC201MP12007 Mablx-MS Weigh:1231L FT=20% LUNSER- BRACING, TOPCHORD 20 SP No.2-ExwpP TOPCHORD Slluduml Prod sheathl directly applied or 4-010 oc pu8lns, IA 2MSPSS except and verticals. BOTCHORD 2x4 SP SS•Excal BOT CHORD Rigid calling directy applied or 5-11-5 oa Pricing. 14-20:2x4 SP No 2 MiTek recommends teal Blabllizels ePd required cross P= WEBS 2x4 SP Nod Da lretalletl Nd Pg rues eredlon,in acwbdanw Pith StaNdzer SLIDER Left 2x6 SP Nos I E-0 Inslalladan ultle. REACTIONS. (Ib'slza) 1=i5W05-8 (min.01-8),14=56205-8 (min.0-48),23=22669-38 (min.0-2-11) Max Hoa 1=337(L012) Mar Uplift 1=-5A(LC 22),14=MILD 9),23--381(LG 9) Mex G.1=101(ILC 9),14=592(LC 1),23=2266(LC 1) FORCES. (Ib)-Max-Comp RAex.Ten.-Allfoms250(lb)or lesseftceplvrPansimbse. TOPCHORD 2-28=597/1170,28-29=39&1188,3-29=303/1223,6-7=-958/3]2.7-30.165WW. 3031-1655 .831-1655/58,09-2029/!82,510=-2022 2,1P11=202a7762, 11-32=-1714/6]1,12-32-1714871,12-13-1033140813-14=554,23] BOT CHORD 1-23=-1025990,22-23=452/272.21-22-3T 15,20-21-372958,19-20-3]2958. 18-19-5841655,17-18=4622029,16.17-6]1/1714,1516=-008r1033 WEBS 323=4]39485,3&=206f1314,6.23-]10q,621=4WI306,721=47M27, 7-19=38&816,319=31&483,318=-220447,11-17=-132/349,11-16-283442, 12 IS-293 5],12-15=-451221,13-15=-43&1097 NOTES 1)Unbalanced rwl five loads have been considered bible design. 2)WInR.ASCE 7-10;Vu8=lWmph(3 second gust)Vasd=101 mph;TCDLd.Opsb BCDL-S.OpsC 4_259{By T.1-2411;Mre-st;Cat. 11;EM C;End.,GCpIb.16;MWFRS(directional)and C-0 EMedor(2)0-00 to 3 O o,Interior(1)30-0 to 8-0-0,E#enor(2)BOO to 55-12,Intenor(1)65121.23-9-12 zone;C-G for members and forces S MFRS for Malone shown;Lumber DOL=1.60 plate gnp DOL=1.60 3)Provides adequate drainage to prevent water ponding. 4)All plates are 4x5 M720 unless odhePMse Indicated, 5)This trues has been designed for a 10.0 put bottom chord It"load noncOreu aht Win any after live Iwd i. 6)-This truss Pas been designed lora live bad of 20Dpsl on Me bottom chord in or areas where a rectangle 3-69 tall by 295 wide wit fit between the Whom chord and any other members. 7)ProMde mechanical comedlon(by Peters)W boas to WaMg plata capade of withstanding 1001b opt It at joint(s)MOW R=Ib) 1=5]7,14=296,23- 3 . LOAD CASE(S) Standard 1)Dead+pact Llve(belarned):Lumber Increase=1.25,Plate Increase=1.25 UPIM.Loads Pit) Van:1-4=30,6-13=60,14-24=20,4-5=E0 AWIM/A'P-Walt'a..{yrp/..ab.�r4aFAa NePEBCN MYPae YICLUPEO IYIFx a(iEMNCE PIef36l1Am.1a0YAI6 aVaaf eBE �SrwYJ la�cfYY`=ah IMISAWc Pn.Ma tlmYirkt]wYYW rWam^Inrs Lwvandlut a'. M b.ItlgcanWpn- I�sWam8alaer�.11n1YMg�Yarwl mulvMlY Raq{MkaWllyal WaYYlMarelersmipcpadYF[aCttNa TBtlaaCn F,pem-Ml MRB k' Poona deson 9oNpF]cabrltlo pavmllvcYlre PIYxMId hrmwaDyJ/a ls'rdmem�aorYy..W01bmJ lemnww abr�rna�ara a¢Fw a Rwa/i ie V.edFxil�aNYaNbgn IWI4saw11h(mY.W FaWWtiaYaq PM+a+lYdun[xp-Iq P+rertl9Wlaice rNNdr9lne 6887 PahaEM 9H. easier' VIa cem,uo.mrec3m adbaCMa16 N. adnrmMlerrnaxclJlWi VAM1411MN,OSFa9 agBCL MrMgcOmWnna 11.,FL.10 SdMylrMrriO3ur avYtlMe M1an lrm FMetmFFr1e.218 N.lee Shoal.514312 NezOW1VAR2311. IU88 YP T1R�wW 11lYTW i2Y Hw Ny I JOD RelerellLe o 'ore 9wAIn0CmpMrL Slgiy..l9tFa�nnMt,FI ElYA pwI D:WccC�u FMCIwMTEn r]E TtraWlSgtrZIeaFIC!YD1 OR AMUBOIrveKt;?Aq% LORD CRSS(S) &.dd VeR.6-49S y WAPNIN Iy M/p�parmm OES AVCLVOE PA NC ]J IDOYAIFW40MVSE v Mf. IM1 IvXI k -I -r 9 u{r 4 .. i IMAIU LUXU�p . pdcni.ml a Dum nYF Del. .IM MA 4K, o[Iw Me ygMk.WINe L Ld M: — tlrtlryJ 1. wdaY td MYpn.N trplMta Igrenl hle:l'W IrcAM1yW lm¢w�. ad/a cMxtl me nl NIY.NJlIIw4 ampaayml ,dnniMw4p UwoysFIAaOIw GUMMmllo geoxnicullu�ssµIID gwlbcelvxYI LMEY as PWcM rbnrYR. wb'dinW PkJme ueW U'q llw <PM PUW=10 IaMkalbr 9d�e tlelNaYma�:Ibn wd Macl�p of lnmesaul lnrm Mlwni."ee/JW/RII OuaXIy CIYxb.DSE-09aM KN Wap ConVanxY Tnlpe.R 1110 }yElYyy ,yb�wdU�tranl�Pale lmM1Me,41BH lea 50ar1.S1b J12 NeraNY.VPY1310. oexas71manam t1eaSIOP T3J HWHIODiew Cry P" 1 '3cb Reffead Lionel elexq Cwryo..-IpN,J -rliN,Rawae a ID:WactrGiue FTeCAwtW7E1MZIWT7.aATOVWS IZI6xFe!1ORWVP Gg IN(ElrzoQq% pp BDO R-00 480 Sum=1:144 Swbl 5= Ni B 00 12 3 11 4 40 L 2 1 12 5 a'UA II NNtfD awl K Me If 2-00 "o-ftR pe 00 Plate Ofeeta j 10-2-111Do-14 LOADING(psg SPACING 2-DO CSI. DEFl.. In goc) Utlell tM PLATES GRIP TCLL 2010 Plate Grip DOL 1.25 TO 0.31 Vanni 0.12 56 >574 210 MRO 2 190 TCDL 10.0 Lumber S.L. 1.25 BC 0.84 Ved(TL) -0.28 56 >2% 100 BCL_ 0.0 ' Rep Stress Incr NO W B 0.05 Hoa(R) 0.20 4 Ne Ne BCDL 100 Gode FBC2014RPI2JW McVix-MS Weight:2410 FT=20% LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing Nregly applied or 5O0 oc purks, BUT CHORD 2x4 SP No.2 BOTCHORD Rigid celling directly apoleal or 1080 oC owing. WEBS 2x4 SP No.3 MiTek recommend.that Stabillbereand 1".md.mes bracing SLIDER Left 2116 SP No.2 14-0 De lnetNletl tlurlr1,man,erection,In accordance Win StrogRer Iretalla4on ultle. REACTIONS. (IWwald 1=24310.58 (min.0.1-8),4=1181Mechankal,5=124RJachatical Max Harz 1=42(LC 8) Max Uplift 1=62(LC 8),4=87(LC 4),5=13gC 5) Max Gray 1=243(LC 1),4=118ft C 1),5=140fLC 3) FORCES. (lb) Men.CothpMtex.Ten.-AII fomes 250(Ib)of less except when shown. TOPGHORD 1.2=-403053 NOTES 1)Unbalanced mot live loads have been considered for this design. 2)Wind:ASCE 7-10;VJh:130mpb(3-second gust)Vas1=101 mph;TCD".Dpsf:BCDL=S.opai ft-25X;B=45ft;L44ft;sands"fl;Cat. 11;Exp C;Encl.,GCpi=0.18;MFRS(directorwl);Lumber DOL=1 AD plate grip DO V 1.60 3)PreNde adw .jw.drarage to prevent water Pr nding. 4)The miss has been dammed for a 10.0 pat bottan chord live two nonconwrent WIh any Other live loads. 5)'Tithe Imes has been designed for a live load of 20.Opsf on the Whom choral In all areas where a rectangle M8 tell by 2-0-0aide Wil Bt havers n the boltorn chord wet any other members. 6)Refer to giNer(s)for was to Imse connections. 7)Provide theoretical cormection(by othMs)d trusts to bearing plate annual d withstanding 100 lb LOW at Iant(s)1.4,S. 8)'NAILED'Indicates 3-10d(0.148'x3')or 342d)0148'x3.25")toenails.For more detalla refer to MiTek's ST-TOENAIL Doing. 8)Hangew)or other connedlon devico)s)shell be provided suftldent to support concentrated loads)24 to town and N Ift up at 2-0-0 m top chord,and a to doom at 2-2-2 on bottom chord The desigNseledlon of such connection de+lce(s)Is Me reapareibilry of others. 10)In us LOAD CASE(S)section,loads applied to the face of the muss are noted as front(F)or bads(B). LOAD CME(S) Standard 1)Dead.Root Uve(balanced):Lumber Dlcreaee=l 25,Plata Increase=1.25 Uniform Loads(pd) Vert 1 60,3- 60,57=-20 Concentrated Loads(11b) Vert:B=e(F)12=3(F) no.-VOre Mtlenprfn_ M..Nmax NTeR INa NCLVOFO M/EF NVFMNLE II90YF)4flm.fxx'T.' afaPEV4E fM.WM coin rorum caYwlll�MlleMCTnecinx lak Jaslgn tlwsntl oii up P9mnfswuw 40.W 6kr TM'Mrd GadLgaanpprlall.ml u"If,h tem ir-'ee.Ile owntyld9yy. mut wary lMagfk2LNor� KDr Plunvlen Tal p[�IIY Mrp+ruk xM�lee�n Fb lMovatM txd�frq MYat la 1i9 FAv1eOYlo[YaL'erridcgNwlMNtllry x�mwaba'O/vtlwrtlrrwnlursaYY.b]Md bInCUT'aq wrinanni bacxq y m lePaedbrskWYmJawetenl CONup WM1rW�MpalnaM tfaYW PTartYdurxtl9.rd¢rtl pMTtureW4VIre F� IeYxkoM.aluOy.�MalY.geCM1cnaW[muVorT¢esaM Mo Mems maYla/rRI GulyCWWgeXd9aW BCDI aIJ4LgaalrVarlMa aYW Veb Ea48ed. SdMY IMmrgxM wJtaMehom N®Vele Ktlxn&R18 N.Iee Stmt 9He312 NBMmb3 VR2Yi M. Terrye FL aaSfO e ttWBtl 118bTM T31 job Hat., t I Job ReArelre o liorel BuaJwBcmpmemsemy,4.olma.a..Danw aIO:WccGeuC-WF70CIlw4W7Er4dWrr77-RnTOVW& ZF;';7ytI0RCSV33G0Zvexfi veftx X 40a a o0 40o z0a SaI1lea Il6= a 4 5m Ira n 4s. z 1 5 I, 9i4 II 3m 11 660 B80 beO 2U'0 Plate Offsets t:12-11 014 LOADING(psi) SPACING- 2-OC C51. DER- In W) good 1/d PIATES GRIP TOLL 20.0 Plata Grip DOL 1.25 TO 0.33 VerdLL) 0.17 6-9 x425 240 MT20 2441190 TOOL 10.0 Limber DOL 1.25 BC 0.89 VIMTQ d.25 6-9 >286 180 BOLL 0.0 ' Rep Stress Incr YES WE 0.0] Hool 0.17 4 We Na BCDL 100 Cade FBC2014?P12007 Metrix-MS WeIgM:261b FT=20% LUNBER- BRACING TOP CHORD 2YA SP Na2 TOPCHORD Structural wood sheathing dlrecxyapplletl or 6-30 m pulYns. BOTCHORD 2x4 SP Nat BOTCHORD Rigid ce8ing dlredlyapplled 01 103-0 no trading. WEBS 2x4 SP N0.3 MTek rewmmen0e Net Slablllzers end requlre0 cmae bredng SLIDER Le92xe SP No.2100 pe installetl tludng truss erml In accomence Win Slebditer IndallaVon alae. REACTIONS. (mules) 1=23705-8 (Min.61-B),438IMec0enicel,3=1AMIechaMcbI Max Rea 1=83(LC 12) Mea Upll91=�40(LC 12),4-42(LC e),5=-54(LG 12) FORCES. (1b)-Max COMP�Max.Ten.-All forces 250 gm)or less except whan shown. TOP CHORD 1-2=352/238 NOTES, 1)Unbalancetl had live loader have been considered for this design. 2)Wind ASCE 7-10;VUIt=130mph(3-sewed gulf)Vasd=101 mph;TCOL3.Ops[BCDL=5.OpsV It=25X;B-15ft;b24f1;eave=Aft;Cat. 11;Exp C;End.,GCp1b.1 B;MW FRS(direcllolleg and G Exledog2)0-0 to 360,Interior(1)"-O to 4-0Q ENedm(z)400 to 5-114 zure;G-O lar memtere and fomes 8 MW FRS for machons shown;Lumber DOL=1.60 plate grip DOL=1 fi0 3)Provide adequate drainage to prevent water polling. 4)This hues has been designed for a 10.0 pst botldn Chad Ilve load noncorlcunenl who any other live loads. 5)-This Vass has been designed fora IIW load of Seal on the boftom chord In all areae all a rectangle 3611 tall by 2-00 wide will fit between the bottom Chad all airy other members. 6)Refer to glder(s)for trues to truss connections. 7)pewide mechanlcal connection(by others)of truss to bearing plate capable of actirmanding 100 lb uplift at jologs)1,4,5. LOAD CASE(S) Standard AWIeNNa-Ywlly Letlpnpvs+nrnesM PE4a Nar6 eN 1H54Xe M'CLUOEO/YIEIeEPFIIINLE P4aEel5 1M)4Am.la0.i1eeEONE USE peSMnµYkl loi use wYY MIIok&conrecMn.IrhW�x[xaeOmlY�npsumales IDown,mdlslwmB✓]IWculans min0.vMl.ml 54m�.eew�o�.mehurere daGxrnmlveilN IMOIMk-'YNlry nitica(pyewnelen ord qul>�Y Meyluxole lNtW4nTInMXcwW W511ptictlpp anvylMkaleOklo pu Ilwoklkp of WJakLxx lnmwW,avod.,mamLn5ex4Y. A24xiwei lemppay[M{6im�nidwiq M..Ys�wr.,slMXY o lugevah.,u Pewllhryma4e rmiva Yf�Y mIpIX>rM danIX� xyeis fibwe�egyUtga¢ tY04%b Es 2M. sakalM blwrva:.aHN�'.e�xlMn ho Lvacxq al lnwamaln�Mlemc #XL/MI dvJIN CBIxpa50-09aM KNBuIinpCwrymwY Tnrye.FL 8Rt0 SJelylrypmy. aMCLb M1miliis Rale xwx4le.'11a N.laf Areal.ad�312 Ne[mMb.VRY1314. IaeE IIXa YPB T10S1812 11635TOA i9R P�BpeulGMn 1 'JOW RPIMBIMB 0 -a1B 91i1]np CnlpaleM 9uFpf/.A[bmeW.F13RP56 Rma010'e Jun 25ID16 PQM.BOIOa Jan 25RO18 M1N[bds�W.ln[ Fn Fe60R 1lMt9Ra1]Ppet ID WxOOUC-0DF/oCIW M7EMZIW r]RLLAr%4VCpOwGW RVI3g1A_t!_vaYflP2p_cFBHxoggW 6-09 we tees ten-t tsat4 n-z-13 1BL] z1-6a z3nE gaB218 2-193 2-1-13 2-1-13 24-09 2443 2-t-13 2-55 scalen:41.a 8x14.,.a 2[4 6.W FIT 5M II 2M II 2 700- 6 ] 8 B 10 if 12 d 2a 20 BB 21 20 m 18 17 16 16 10 13 NAMED NNIFO �0= 941 II ]MO ab !IB= 59-12 10.a5 12-114 150.14 1]010 1i4J 21-0J 23-1F8 S]-12 S1-B 2-193 2119 2943 2-193 2-1-13 2- 5 PNIa OVeeta(XVI 13O63Edpj15 38.EE 112924 O2-011 '0240.2-0L 12002E O2-01 LOADING Off) SPACING 2-po CM. DEFL. In (Ioc) Well UO PlATEB GRIP TCU_ 20.0 Plate Grip DOL 1.25 TC 0.54 Vai(LL) 0.15161] >999 240 W20 2441190 TCDL 10.0 Lumber DOL 1.25 BG 0.50 Vedi -0,31 1] >714 180 M186HS 244/180 BCLL 0.0 ' Rep Strands Incr NO W B 0.48 H.(TL) 0.00 1 We Ne BCDL 100 Colts FBC2014hrP1200] Macri Welght:122b FT=2O6 LUMBER- BMCING TOPCHORD 2x4 SP No.a•ExmpP TOPCHORD Mmctural woOE.himmilg Cbectly applied.1311-3 W Ptandns, 13:2x4 SP SS a..W and verNwls. BOTCHORO 2x4 SP SS'Exhd,r BOTCHORD Rigid ceiling dlrsolly applied.r8-0-0.c breueg. I 318:2x4 SP N0.2 MITek recommends that Stabilizers and required cross bracing WEBS 2x4 SP N0.3 be Installed dud,Was erection,in..Man.Mil Stalsibe] SLIDER Left 2x8 SP No.22-0 0 Installation aside. REACTIONS. (INsize) 1=28510-5-8 (min.0-1 E),13=808/0-58 (min.0-18),222362008 (min.O2-13) Max Hoe 1=248(LC 8) Max Uplift 1=433(LC 18),13=-235(LC 5),22-309(LC 5) Max Grev 1=152(LC 5),13=009(LC 1),2MW2(LC 1) FORCES. (Ib)-Mex.ComDMAekTen.-Nllarcea 250 ib)alem except Mien slgwn. TOPCHORD 23--2]3/11M,5{c-108&26],627-1]881538,27-28=1]83/538,7-20=-1)86538, ]E-2147UM,69=214]/]55,&10_-214]/155,1 011-181 65 82,1142=9124/428, 12-13-588@3] BOT CHORD 1-29=--96]/105,m-30-967/105,2230-967/105.21-22=3]0.259,20-21=-1081314, 19-20=257/1089,1019=-257/1089,17-t8=-538/17m,16-17=-0551214],151 -66&1816, 14,15=42O11124 WEBS 522-8869,35=-162/113],322=1821/353,5-20=4]4/1282,8-20-463223, 6-1B=-3 WSW]-18=-31]/190,]-17-2401439,10-16=881388,10.15-289'135. 11-15=-283 0,11-14-480219,12-14-44]/1178 NOTES, 1)UnWelarmad roof We loads have been considered lorthis design. 2)W11M:ASCE 7-10;Vult=130mph(3a.0nd goal)Vmd=lotmph;TCDII-5.0ps1;BCDLd,Opsf;R251t;B35%L=24ft,aavo i;Cat. 11;EV C;End.,GCpl2.t B;MWFRS(tl'neOBotu1);Lumbar DOL-1.60 plate grip DOL-1.60 3)Provide aftertaste drainage to prevent water ponding. 4)All plates are WW Plates taNem otherwise efloste . 5)All plat.are 4x5 W20 unless others m intllcf ted. 6)This tm.has Wcen d.ignad to a 10.0 par bottom orsed$1.bad porooncunend with any other live loads. 7)-This truss has Ween tl.igned lot a Ilya load of 20.Opst on Vie bottom chord In at arses whom a renlalgle 3001x11 by 20.0 Mtle MII lit belween the lot.chord aM any mar members. 8)Provide mechanical connection(by.them)of Was to WmNg plate capable of Mmstandllg 10010 Uplift at joint(.)except 01=11b) 1333.13=235 2208. 9)Load omens)1,2,3.4,5,e,7,B,9,10,11,12,13,14,15,16.1],18,19,20 NasAleve been..dill..Builoing doslgme m.t review loads to verity that they Bre crorrect for the Intended rue 0 this Was. 10)'NMLED'indicates 3-1 Otl(0.148'11)or 312d(0.148'x3EF)roe-nails.For more debits rotor to MTek's ST-TOENAIL Detail. 11)In Vis LOAD CASE(S)walion,loatls applied to the Yate of the Insanx are noted m frond(F)or book(B). LOAD CASES) Standard Wa.-w,,, e.]BS ON 1415xMO MLU.FO MIIEN FEPEBABCf PAOEIi]YR m.Wass"iBEWBFYb! ynn aNkl lel Ir¢aJV WM MIIMM,mnNas.ilea 0u4a'IkW.¢tl.1 elwa P><lxaele0[mnwn.mtlh la m Mi I, cmWienl,ml u msiplem.0eluo�tte 1,ta J -ah.lmml,.1lMgrlMrlCilly oLfam(T Wuvelenm]qx,,alsol.R 6itle!�Mo tte ovelep 1 unp�'aa. a�xl,.'wxmeealo rv��I waenn emm�wlw mmwenwrmemtlm�mnwv.AernNm www mer,a�m.,,lua sv Bk• 6[Away¢Iw.IIed IDI i12ApY�alogevet�l W":irmew None e'rin,gwbthynas's', PIWbldaxYxndea,Sf1M I.PeN Fa10M4. IUVN.IMnaWMl:.fuMNelYea.'Vm�na d.c2pe 41mves,.�u misiMemc wa/JILAN1 W11YOYeM.OT-MaW aCal Nidlnp CwnpwwM Terryn.Fl sb10 SdMyIrlamoWJnawfaDM.Xis Pawmarr.2m N.leepMwl.5Wn31R,Neex,c VARTf I<. IY65 9 TiWHel2 T3S Ilgglpq RM avn.lalml 1 Jos Rekl&WB o Oore BWtingCmpvi[M SUFpI/.JsbonNb.FIaiY56 Rw'90101a.Mn r70dtvtW setaadun.RLMr 4VGq W W M[ qZd K0211:8418 CHI Pog2 ID:W¢G6uCypFTOCIwIWIEMZIWr1�RLLNrX4VCyONGWRY3gZtl ILmITP2p_cFBHzaggW LOAD CASE(S) Standstill 1)Dred+Roof Uve(balancec):Lumber Increase=1.25,Plate Increase=125 Unliorm Leads(pig Van 13= ,3 4={A,5-12=A0,1323=-20 Conan ndsdl Loads(lb) Vert:5--IN 29=--1 14(8)30=109(B) 2)need+035 Roof Lt.(belenoad):U4nbar Increase=1.25,Plate Increase--1.25 Undone Loads(p11) Von:13=-W,34 50.592-50,13-23=-20 Conwhided Loads gb) Vert:5=466 29=-103(B)30-149(8) 3)Dred+Urenhabltable Ante WIMW Storage:Lumber ncrease--1.25,Plate Increase=1.25 Undone Loans(p11) Ven:1-2-20.34=-2Q 512=-W.13-23=440 Concentrated Loans go) Van:5=435 29-110(B)30-129(8) 4)Dead+0.6 MFRS Wind(Poe.Intoned)Leg:Lumber Increase=l.W.Plate Increase=160 UNtonn Leads(pg) Ven:1-3=13,34=44,5-28-14,12-28=22,1323=-10 Ha¢1-3-23,4-5-15 Concentrated Loads(Ib) Ven:5=14229-34(B)3 (B) 5)Dead+0.6 MFRS Wind(Pas.Internal)Right:Lumbar Incresae=l6 ,Plate Increase=1.60 Undone Loma(pin Ven:1-3=19,3x22,5-27,22,12-27-4 .1323-10 Ho21-3-29,45-36 Con.1sated Loans gb) Ven:5-14229 4(8)W=30(B) 6)Dead+0.6 MFRS Wind(Neg.Intemal)Len:Lumber Increase=1.60,Plate Increase=1.60 UNfone Loans(pit) VeR 1-230,34=-21,5-12-21,13-23-20 Hom 1-3=10,4-5=43 Con.teted Loads go) Ven:5-4&529—W(B)30=34(B) 7)Dem+0.6 MFRS Wind(Neg.Int l)Rig0t:Lumber Increase=l.fi0,Plate Increase=1.60 Undorm Loans(pd) Ven:1-3=E,"-21,512=-21,1323=-20 Hom 1-3-14,4-5=6 Concentmtea Loans gb) Ven:5-396 223D(B)30�4(13) 8)Dead+0.6 MFRS Whet(Pas.Iniema)1s1 Parallel:Lumber Increase=1.60,Plate Increaae=l 60 Unit..Loads(pit) Ved:1-3=31,34=31,5-12=31,1323=10 Harz:13=-41,4-5=49 Ooncentretm Loads Net Ven:5=-182 29-34(8)3230(0) 9)Dead+0.6 MW FRS Wind(Pos.Internal)2nd Perallel:Lumber Incresse=1.60,Plate Increase=1.60 Unitarm Loads(pIV Van:1-3=16,34=16,512=16,13-23=-10 Horz:1-3=26,45-34 Concentrelm Loads On) Vm:5=22922-34(13)32W(B) 10)Dead!+0.6 MWFRS Wind(Neg.lnlamOQ Ist Parallel:Lumber Increase=l 60,Plate Increase=l 60 Unlbnn Loads(pp Ve4:13-21,34-21,5-12-21,1323-20 Hoa:13=1,4-5=9 Concentrated Loads(Ib) Ven:i- 29-30(B)3234(8) 11)Dead!+0.6 MFRS Wind(Neg.Internal)Zan Parallel:Lumber Increase=-1.60,Plate Increase=l.W Unitoml Loads(of) Vest:13=-21,34=21,5-12-21,13-23=20 Hoa:13=1,4-53 C entmian Loads(Ib) Ven:5-39629—W(B)30=3a(B) 12)Dam:Lumber lncrsaee�.90,Plate Inc eaeeW 90 Pit.metal=090 Undom Loads(pit) Veit:1-3=20,34-20,5-12=-n,1323=20 C entmted Loads go) Ven:5-373 29_69(B)32419(13) 13)Dead!+0.75 Real UW(DaIJ+0.75(0.0 MFRS Wind(Neg.Int) -eft):Lumber Incie se=t 60,Plate Inure ee=l 60 Lane m Loade(pin Van:1-2-57,34-51,5-12-51,1323=20 HonF 13-7,4-5=33 Cancentuated toads(b) Van:5=SW 29=-30(B)30=15(8) 14)Dam+0.75 Roos Live(bel.)+0.75(0.0 MFRS Wind(Neg.Int)Sign):Lumbar Increase=160,Plate Increase=l.W Q WIpNNe-Ved/{Meer p�arM[n eM NE1e NOF69 d/1MS M'p MCLYO®MIEN aEHa1N2IIOE lYi1Am.IaO.VAI6 BHOMYef IJapr WN M�MYw11b M1�cumrec4'm.RitlsaT kbamaYYrl�a Manelersawam W1hlnm MlWdd F lSip c[xnFttent rot mm aaa 9e1ae i6e.X'e1xlYJgtleeellrermulvalN llpq;AbdMN oldetl9n paPrielersam PoPoaV NcuWane RitlaAT�M10 R¢0veral IuwWrg W]an awtgh-Yoledhlolaeuani bclJrV on M.MUY MmweD W/acMamem[ai Mr.M]MMIsrnR watlromwml daunt as I(' kawr=rwlirm ar[ImmNreawr.e�enlwla wlmw�leneaorie wr�van>arly am�we. wre�.�arm Wna�rewa<nn� wv.me E.n eba. �Nc�yptyppyr.ygyeay.xecW,my paYpoll�[aglm6yaem4ewNW/IHI YrdIIy CAeM.Wk49aM kLN NA�pCmilPneN tenq,FL 1Y10 yelylrlmnd[n w.itJe flan Inra Rule MIMe.YIa N.1ee51reet Sh311.O1em]h VTT1311. s rY55 ypa T1IX6btR ne3i0PI DO 142111 at" TSR PW apec�l Auhrr t Jyb Reference D tiorel &tldnDcmr/m.m su9pb.Jssk mNW.FI szRs4 e;W8p6�7;�Jtada[]EMAW7RLLr01X4VCWWGWRVI3VZELKL WlP2p FBVMg V LORD CME(S) Slanmrd Undo m Loads(pit) Van:13=,10,3b51.5-12=51,13-23-20 Hou 13-10,4-5=-5 CttwetHrated Loam 06) VM:5-43429=30(8)9o-1s(B) 15)DOM+0]5 Roof LNe(bar.)+0.)5(0.6 MFRS Wind(Nag.Int)tsl Parallel):Wmber Increase=1,60,Plate Increase=1.50 Un0orm Loads(p9 Van:13=-51,34=51,5-12-51,1323=20 -Ior:13=1,4-5# Concentddadl Loam(ib) Vel:5_-434 29-30(8)30=15(B) 16)Dead+0.75 Roof UVe den)+0.95(0.6 MFRS Wind(Nap.Int)2nd Randall:Lmnber Increase=1.60,Plate Inaeasslb0 Uniform Loads 01 Vert:13-51,3,1-51,512=51,1323-20 Hom:13=1,4-5=($ Concentrated Loads(Ib) Vert:S=43429=-30(B)30-_15(8) 17)1st Dead+Roof GVe(uMalll,I I-Mber Increase-1 25,Plate Increase-1,25 Uniform Loam(pit) VM:1 3=60,31=40,5-12-20,13-23-20 Comentratetl Loads(ib) Vera 5-49629=-114(B)30-169(8) 13)2W Dead+RODE LNe(unbatarlced):Wmber Itwreees=1.25,Plate Increase=t25 Unana Loam(pin Vert:1-3=-20,3L-40,5-12=60,1323=20 Cm wftatetl Loam(lb) Veil:5-49829=-114(B)30=1 W(B) 19)3N Dead+0+75 Roof LNe(unbalancem:Lumber Ima ase=1.25,Plate Increase=t25 Uniform Loam(pin Van:1-3-50,3,1-50,5-12_20,1 323-20 c wernmted Loam(Ib) VM:5-46629--JW(B)30=149(B) 20)4N DOM+0.75 ROM LIVe(unbalanced):Lumber Increase=1.25,Plate Inrseese=1.25 uniform Loam(pit) Vert:i3=-20,34=-50.5-12=-50,13-23-20 Concentratal Loam(Ib) Vert:5-46529-1W(B)30-149(B) QWA/NNaVvay4Wpn PSmrTnS�M aEAp NO/®WTaa AIN NCLWLe MIE.0 NEf614Mt[/AOEiIIAm'.1WYNIS BaFOPEVSE � petlgr MWta um unlY WIS MrMW cuniecCrs.11R�9rht]aYYr4�m Wm�atem ProMtaM6lam MNtlxl dNdgcemp�rcnL rot am®.ntem.Derma�a.11,�lw�eaan Wrm.N�anrYtre.r4+r�11notmemw�t�.atenw�lYn�awral�..raeammo Deorerdl MR6k' h4oy rb+lerr Ira<hoexotee Nto Prea4r.<IaL�9ottra.vaa t�wenaan rnorammrm«:or+v.,mlara lemarw arerm�alersna a WVRraPlretlb JttltlYmglo Wevari v.Alr4 WISP�PmWVBD4SYmtlgIX�lY Wnrge.rw Watl P4bcaru9�49 Ts WW PeM EST OXJ tWlculbS Tmape.MRRry.aecRcnmgLW9o15r�BYtl MmMlmn%HM1N/Ml9adh�s�N.aFadRmT aLT NIIMpCmponMr Terrye,FL 3H61D 9ysly INumoXm m'tlY1Me M1mn Inm Rule DUN�M.RIBN.Iee SlreeLelledl2 NemN13 VRRRJI4. Job I. has yp. T1LkY1B13 lesser. C's Bmf BpW.l I JM flelwerce o lions 911MYgU'..&ggl/..Mvb01N.-Dames his 80101.Jun Y5Y016 PM-BOID BJLn ZS 2016 Mlek IMu91w Mc M FW OB IIN:f1 YDI] Perp I ID:Wac000C_ppF7oCIwI %;W1W,71v EDBXiGWyHX05d30aM"D.IBKK leMPlgmggV 31-0 53fi YS1 8814 11a10 1310.] 11 " 1860 31-0 2-143 2-1.13 2913 2-113 21-19 29-03 gbh 350=130] 2u II 2 914 11 2M 11 116 B[I2= 1 5 B ] 0 B 10 'a If w 18 1e 11 16 15 14 13 12 ad 3s1 If 3[12 M1aSH3= 10' YM II 41®_ 53s ]-s1 9314 na10 1313] 1603 1036 635 2-1-19 2-1-19 21-13 R4-19 24-13 21s5 Plata OfNeta(X.YI [3038.Ecl a111002 202-01.112 3 2-12 0-2-01 COMING(pa) 8PMING 2-0-0 CSI. DEFL. In (los) Vdfl tM PLATES GRIP TCU_ 20.0 11 Gdp DOL 1.25 TO 0.51 Veral-L) 0.261518 x831 240 MT20 24N190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Ved(iL) -0.59 1318 X370 180 M16SHS 24tl180 BCLL 0.0 ' Rep$these Isar NO W B 0.60 Hou(TL) 0.07 11 We We BCDL 100 Come FBCXH1 P12007 Ivtrh-MS Weight FF'2 LUMBER- BRACING TOP CHORD 2x1 SP No.2 TOPCHORD StruWrel wood sheefh'Ing diredly aWl.d or 2-314.prelude, BOT CHORD 2x4 SP SS except end verllWs. WEBS 2x4 SP NuS-Emepr BOTCHORD R;,Id ceiling already aWI.d or 6-91.blaring. 3-18,10-12:2x4 SP N0.2 MITek recommends Mat Slebilizem entl requlretl cones brednp be InsU tluring Imw eredlon,in aaordance with Sfablllxer Inslalatlon uId.. RERCTIONS. (INsim) 20=114710-30 (min.0-1AI,11=60N0-58 (onto.D1 8) Max Hoa W=76(LG 12) Max Uplift 20=-164(LG 8),11=-270(LC 9) FORCES (th)-Max.Comp./Mac Ter.-All forces 250(Ib)or less exc�ptwllsneh0wn. TOP CHORD 3-0=3950/123,421=3 81 493 3,5-21=3 814 93 3,5 c3536999,6-7=-3536999, 7-22-3536998,322=3536999,6-23=-2576818,9-23=-2567/818,9-10=1547/502, 1311=756270 BOTCHORD 19,20=321/2503, 16-17=72=458.1 5-16 933/3014, 14-15=-999/3538,1344=81&2587,12-13=502/1547 WEBS 3-20=-2729/311.3-18=-392853,4-18=29Wl M.4-16-302/398,515=3539, 7-14-_-255/119,314=-31211055,&1331/176,9-13=35.1155,8-12=330251, 10-12=527/1629 NOTES 1)Wand:ASCE 7-10;VUI1=13omph(3-second gust)Vaed=101mph;TCDL=5.OpeF,BCDL6.Ope1;h=258;6�5ft;L348;eaveel8;Cal. II;EmC;E-L.GCPI-0.10;MFRS(diredlonal)a1d C-C EOerlor(2)0-1-12 to 2-11-12,Intetlor(1)2-11-12 to 18312 mnaC C for members and forces 6 MFRS for reactions.Dod�;U1lnber DOL-1.60 plate grip DOL-1,60 2)Prooda adequate drainage to Prevent weer ponding. 3)At plates are MT20 plates UNess otherwise indicated. 4)All plates are 4x5 MT20 unless o10emOse Indicated. 5)This tmss has bean designed for a 100 pal bottom choN It load nonconcu rcpt wYM any other itve Hada. 6)'This true Ilea been cosegrad lora If.load d Man on th.balloon dmrn In.11 areae wflare a recterlge 3A-0left by 2-0-0 wills wall In Dateeen the boaom chard and arty other members. 7)Protide machsnn,aa connedion(by others)d buss to bearing plate capable of wthsterdlPq 1M M uplift at lose(.)except N=Ib) 20=164,11370. LOAD CASE(S) Standard 1)Dead.Poor Live MaIde- :rummer Increese=l.2q Plate Irlarsase=1.25 UNform Load.(p10 Vem 1-2=60,3-10=30,11-20=20 Con.WW ruads gb) Ven:3=-498 Q WAFNNa-Y�Py4N/npvnMaeN.f10N07e3 p]71Y M'0 MLY=I KRf-NCE MOE-71-Z f00YAle IEFOar IWNlw uewYYxIN BUl,ordwpwcbs un IN I160ws0eNYuq UNeark ami CuwRw nrpey kldNtlxl dldreign tarot Npryybm Belvue uv.In,lxFMp defMeelmul vglN alp 4UacQiMoltleY91 Wullelar WJPM IY.1�W1al.11i.V.t41.1ba¢wPtY Wmi.BM' pMVAwIIMIebPevmldwtlYgdYMetlW Mw W.6ad/w tclO mAnUMMY.MUL tlkmMT'.d Ponn0r1.n1da]1p e adWUM1 1eP/1edb NtAmwJlu Peuedcd14w x1B11wH+I.Wu+✓1 kW.Ym]r.�i aYd�lrye.M0.n.1tl 91b�1c.1W1r191p IN,.,IL.1. IapkalM Laoxe.Odlrery.ereclbn ad awYlg minv�m]Im¢mrem[ree/,MI/MnYAYMwb,DYJPUM M9 euliq CmVw1�1 a FL 3381D ey.1y pNvmaXm awMbxwn r11m IVre YUXlule.zea B.Lea sncel.sJ63lz Ne11avffi vhzR3l a. eP•• 0 nY VPs y Teme91d t1e33ieA i38 PWt�' lGBMr1 JOb RelerellCe 1io119 pUWr]CaryMM Si{pIJ.JW%eMw1h,Fl3EYM RIMY BAfOtH JIm 832016 PM-80108LnR3 A18MRW IIWw1w.Y4 FB Ftl L014R0.13201] Pay 1 ID:WaGeuC_ppF]oGM4W]EMZIWO-NkTCRXYK1p638eggtl]51s23ipVwTdILGISMOAz u 3-id 695 7-5-1 9614 11-81-00 1310-7 1&03 1358 3-1J1 3143 21-13 2-1-13 2-L13 2-1-09 2913 25d Ssm.J:ad8 NAILED NALED 2W II 1 21 22 2 'M it 'bA II 4"a h10 4 23 6 3 ] N 8 B 10 so 25 18 18 1] 15 16 14 13 12 11 3x4 11 3x12 1,1181 2M 11 NAILED MLE. 31d S35 7Ji1 P614 1L310 13-16] 1603 10.68 31-8 2149 21-13 2-ids 21-13 2-t-13 2-149 2S5 PI OINa IXY) 19.69-00.2 211 DO-2-12 D2-011129-2-12 G2- 1 L0I1gN0J1.D SPACING 2-60 CSI. DEFL. In (hoc) VOefl Ud PLATES GRIPCLLPlata GripDOL 1.2TC 0.45 Ven(Ly0281518 x898 240 W20 244/190,CDL Lumbar DOL 1.25 BG 0.55 Vad(TL) -05915-18 s389 100 M18SH5 24M190 BOLL Rep Set Incr NO WB 0.62 Horz(TL) 0.08 11 Ne NeBGDL Cotle FBC2014?PI20D] Madx-MS IN gM:93X, FT-20°6 LUMBER- BRACING, TOPCHORD 2x4 SP No.2 TOPCHORD Slmduml wood shaming directly applled or 2-942 oo pu0ins, BOTCHORD 2x4Sp S5 exoepfeM swiicarf. WEBS 2x4 SP No.3-Exceor BOTCHORD Rigid milling dlrecfly applied or 6-9-14 oc bracing. 1 20,2-19,3-18,10-12:2x4 SP N0.2 MITek recemmende Met SIadIIza13 and required cross mono ba In3ta etl tlUdng IN03 washion,In s000memse M1VI Bladllzar Inslatation uitle. REACTIONS plhalw) 20=11]5X,38 (min.61A),11 960.5-8 (min.61-8) Max Horz 202](LC 8) Max Uplift 20 164(LC 4),11=-267(LC 5) FORCES (ID)-Mex.Comp.lM,uL Ten. All forces 250(b)or less except Mien cheMe. TOP CHORD 1-21=35482,21-22=-35432,2-22-354/52,34=348SsS)9,423=3835912, 523=-3835912,5�-3551/980,6-7-355111360,7 24=35511900,8-24=-3551/98, 39=-25951807,9-10=-1551/49],1041=]5&26] BOT CHORD 20-25=494/2561,2526=-2942581,19-26=2942581,18-19-33&2]98.1]-18=99913483, 1517=-e99/f183,1516=9123835,14-15=-WWW51,1314=3072595, 12-13=-49]/1551 WEBS 13=41/3W,3-20-2685291,3-18=39]052,4-18-293/19],4-16=30]/391, 515-3242,7-14-257/118,8 0-13-53M1]3,913=34@1159, 9.12=6402411.1042=-521/1634 NOTES- 1) OTES1)Wind:ASCE 7-10;Vdt=lWmph(3—word gusQ Vasd=101mph;TCDL Dpsh BGDL-S.o sC h=-251t;8=4511:L=24f;se,m fl;Gal. II;Exp C;End.,GCpi=0.18;MW FRS(dbedional);Windber DOL-1 W plate gap DOL-1,6D 2)Provide atlequam drainage to prevent water ponding. 3)All plates are W20 plates unless olhaMse Indloated. 4)At plates are 4x5 MT20 unless otherwise Indicated. 5)The truss hes been designed for a 10.0 psf bommi drord Iva load rwnconcuneM with any Other IIVe loads. 6)'This three has bent designed for a live load of 20DOF On the Gomm dlod In all areas Mfie,a rectangle 3-a-0 fell by 2-0-0 Ads will 0t between the bohwn chord and any other members. ])Proiltle mechanical connection(by others)Of tems to Geeing plate capade of wehatarldin,100 lb spirit at jointly)except glib) 2x164,11=26]. 8)Load carm(3)1,2,3,4,5,6,7,8,9.10.11.12,13,14,15,16 hasfiave been modified.Building designer must review loads to verity Met may are coned for the Intended use of NIs tress. 9)'NAILED'Irdlcates 31 Do(0.1 W8 -)or 312d(0.148X3.25')toenails.For more details refer to MITek's ST-TOENAIL Detail, 10)In the LOAD CASE(S)settlor,loads applied to Ne tace of the Imes are poled as Vont(F)or back(B). LOAD CME(S) Standard Q WIBXWa-Yway6bBr yveeMa'ea'W aEeead]f9M 1MSAIN NCLUAfO MIIEx REf9YMCE PAefW]8Am.1110YNI6 Males,USE DNMnwIdiaa®MYMIn MJItl@cmewcde.fhbdmlAlhdasda4,nom'vIvO wwn.mtl61amMNd1tl dlafg.—Inc-tern rot Ihuni,s n'Refpelgxq gtlw¢plmlwlvepylM(gYCRIllyol>wJ;xlWonelmm]pY>aOYA�1V�aale f,h M$In Mlolfrarvcdl afW d6rM.9¢fw111m.1.d�tllowYelar+cMxuakxAkfla lll®Ymulaa crow melxtaaeluv. Iwalemmwawl>tm�,l bo:lla 1T6IC• h M.vpleplaOlp WYXYa'A 10 Pev&11Myae vAlhNtl4a M1Lp✓JBBeYatlpM-�M WnWe.(ca 9enela PY3.>tv:e 1e0��aq Ma k6lCagh MaloBa.dNhe1Y.TBCIMatlI Ip IL1dem[I In1¢eNlarcrMXMT11 WtlIM C1WM.0SB-09mM BC31WM11BCampanml BBr14 PeAS FataW. ]WMyYMn�wr RItMbYan illofld311aplule.RlaNl�SBw1.9xk312 Nem[Yh VR2231d. Tenpe FL 33010 N58 ILLY }'IN i1W510a 1ta85TOA T34 fl00I MG80x 1 1 Job BMrerce two, llp Cmryawre 61gpry.Jub mYB.FI9]Y PM-130108 JM 258018 VM:8.0108YnRs'AIBMRY InEUAms.IR FII FW 0314e41s All PayvR &aA ID:WcaGeoG_ppFTOCM1W]EM2IWa-NkTCR%YK1 p48m,M751e23ipVwTdlLGI1MGA oggU LOAD CASE(S) Standard 1)Dead+Feat UVe @danced):Lumber Increase=1.25,Plate Increase=1.25 Undium Loads(pill Ven:1-2=60,3-10=60,11-20-20 Gumcentrtetl Loads Ott Vert:1-49521=4(13)25=15(B)28=12(B) 2)Dead+075 pool LNe(Mansell:Lumber Imrease=l 25,Plate Increaas1.25 Uniform Loads(pit) Ven:1-2=-W,3-10=-50,11-20=-20 Concenlraied Loads Qb) Van:3=-46621=-4(B)25=94(B)26-11(B) 3)DOM+Uninhabitable A15c Without Storage:Lumber Increase=1.25,Plate Increase=-1,25 Unitoml l Dans(pill Ven:1-2=-20.3-10=-20,11-20=-40 Cacearsed Loads(W) Verb 3=435 21-6(B)22=-i(B)25-14(B)26=-9(B) 4)Dead+0.6 MFRS Wird(Pos lim mrf)Lett Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-' ",324=M,1024=22,11-20=-10 Hot 23=-15 Concentrated Loads(Ib) Ven,3=4@ 21d(B)22=1(B)25=-5(13)26-3(B) 5)Dead+0.6 MFRS Wind(Pos.Internal)Right Lumber IRrease=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:t-2=22.3-23.2$1023=44,11-20=-t0 Hort:2-3 W Comenlrmoa Loads to) Ven:3-14221=17(B)22-13(B)25-S(B)26=3(B) 6)DOM+0.6 MFRS Wind(Neg.Internal)Left.Lumber Increase=-1,60,Plate Increase=L80 Unit.Loads(piq Van:1-2=-21,3.10=-21,1120=-20 Hoe 2-3 43 c«lcentretsd Loads(b) Vat:3=43521=36(13)22=3](13)25-2(B) 7)Dead+0.6 MFRS Wind(Neg.Internal)Rght Lumber Itcrease=160,Plate Increase=1.60 Uniform Leads bill) Vat 1-2-21,31 CF-21,11-20=20 Hoe 2-3=6 Concamtreled Loads 0b) Van:3=396 21=36(B)2 =37(B)25--2(13) e)DOM!+0.6 MFRS Wind(Pos.inters)is Parallel:Lumber Increase--1.60,Plate Iincrease-1.60 Unlform Loads(pit) Vert:1-2=31,3-10=31,11-20=-10 Hoe 23=49 Communist Loans(Ib) Vett:3=182 21=12(B)22=7(13)25-5(B)26-3(B) 9)Dead+0.6 MFRS Wind(Pos.Interna)2nd Parallel:Lumber Increase-1.60,Plate Increase=1.60 Unlfomn Loads(pl) Vert:1.2=16,3-10=16,11-20=10 HOF 2-3=36 Conormused Loads Qb) Vat:3-228 21¢0(13)22=15(B)25-5(B)26=3(13) 10)DOM+0.6 MW FRS WiM(Nag.Interni 15t Parallel:Lumber Increase=t 60,Plate Increase=t5o Uniform Loads(pIV Van:1-2-21.310-21,11-20=-20 Hoe 23=9 Gomcemtlsted Loads Ob) Ven:3-396 21=36(B)22�37(13)25-2(8) 11)Dead+0.6 MFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.SO,Plate Increase=1.60 UnUorm Leads(pit) Will:1-2-21,3111 21,11-20=-20 Hoe 23--9 Concentrated Loads(Ib) Ven:3-39621,6(B)22=37(B)25=-2(B) 12)DOW,Lumber Ircreasa�.90,Plate lumeara 90 PIL metal=U.90 Uniform Loads(pit) Van:1-2-M.3-10-2D,11-20-20 Concentrated Loads(Ib) Ven:3=37321-4(B)25-11(B)26=8(13) 13)DOM!+0.75 Real Live(bat.)+0.75(0.6 MFRS Wind(Nag.m)Wfl):Wmber Increase=1.50,Plate Increase=l w Unilmm Loads(plo Ven:1-2-51,310=51,11-20=-20 Hoe 2-3 Concenhded Loads(Ib) Ven 3=-55021=27(8)22=25(B)25=-2(B) 14)DOM+0.75 Real Use dxd)+0.75(0.6 MFRS Wind(Neg.lint)Right):Lumber Increase=1.60,Plate Increase=-1,60 Asa. Wmwlxew4 aE1a Xaff5IXI1XIE ANOWCLWEOY'IFa NffEMNCFG4aEea)IAm.IO0.VA16 BEFWE a9E D>yp1 WNlpugcNy wM Mlek®cmrwcMn.RR tleY{TttmdwJYNwrm Wa^eim]pwm.mlhlwm WlkkMgltllWg<wnpwlenL rot LlpyyeMri.Portae ue.Ra hJMipale9pmer mW�eMyll¢�4xMMEINoIaaYOmpaurlelma W pupcclVSmcwruap rytGBq�Mlo0maovertll WyptkMm. a«Sq MluoleOalo lfawelml[uclfYg olYxkupu1111mwcOW/wcnutlmam�taYY.�dBw✓11emNpYR glaaldacro ^• a Rugf IY ICplrylnemasin, ryillNaid lMogew.aml cdkTsy tns-uYOleMPxamXbmB .01AN,Oscar, ww.O56BBdrIU9mUa.issTarn MBBWPUNFatl W. WMY Terse.R 3Y10 Iu55 — Y" T1 Waa0,. 1NBSSroF ]a. P-t8 lok ' 'Joe Rere' - 00onal 61WIrq CmpmMG SU[pb.JavXwnvlW,R 8tZ5a AW .a10'9 Jun R5R018 PnM-.b 010 a Jun 151016 Miek lrAUWrWR MI[ PoFtl0014.15Im]GeP 3 lD.Wc"u(3C pF10CIMWlEn4AWrhNkTCRXYKIP16aangd15ie2&YjWT81LG15MGAzaggu LOAD CASB(S) Standard unilorm Loatle(pit) Ven:1-2=-51,&1R-51,11.20=-20 Hoe 2-3=5 Cen.tnaled toads(Ib) Vert:3—46121¢1(13)22=28(13)25=2(B) 15)Dead,a 0.15 Rroi Live(bat.).0.15(06 MW FRS Wind(Nen.Intl 1st Parallel):Lumber Increase=l.60,Plate looraase=1.60 unllonn Loatle Nm Ven:1-2-51,a10=-s1,n.2o=-20 Hoe 2-3=6 Corks "M Loads(Ib) Ven:3=484 21=21(13)22=28(B)25=2(B) 16)Dead a 0J5 Rooi uve(bat.).0.15(0.6 MFRS Wind(Nen.Intl 2nd Parallel):Lumber Increase=l.60,Plate Increase=1.80 Unllortn We&(p1tl Van:1-2=51,3-10-51,11-2R-20 Hoe 23 Co entraied Loads(lb) Ver:3=184 21-27(B)22=20(B)25=-2(B) �WAPN ly remar E¢0.Y of MRE WCE PAGE I.61ga m.leOAIEeFFOaEYeE b9anvLM,f lek L[a al i W- _ l" Yww.oMaWmMUMM[�f[lYgcomry RnL m, au.¢rys eelaeree.IMW Nn rnwiv 0Y k1Mlry�i ] IPJS mtl gc{sxY�iT ate N[O�M FOMeavatll MIM{ yn a^vJMJYMevat I�v��kll Nuel e[r / t Lnam�ncryy PtlrlMUl bmWavmtlpcmiaenldacYQ k Iu'ayraXleOMeYtlMadbpe Xi IV+`>=WIIb Pr+�enws>,lYyryuxlggnrlYMeWefa ge0eltl pMYece rep�Ap Ts IWeP�Y FV BNO. Iabh'nMM1 Aara3C dMNery macMnmiMacNor lni¢�smtllnrs M,am[wMH11/INl fl'JeINCMxk.WaW atl CV WMInYeerriVonent TerRe.fL 1S0 fyNEHgmuXm wdd'C Mcm I�RaKMVle.110 N.I�SIrea1.SIIe 31 R.NezaWq.VTY131<. tiro ,lbs we v ""masts tie]SiOA ]aa xaX Xp OiNx R I 201 ausJngcupm.m sygy.d.elumvYX. aeu10 CJpEp RedissRedissolve?JekToCRliXoTnaKl 1 oGReRs W.GW ",igI] p4madSIaDbbplWL1m 2 Btr0 zan 460 Sulo.1:113 4m- 3AJ Fla Spill W1am AS_ 2 g 3 I 1 d 4x5= NAILED 3psu1 34= Li4 n 2-04 3-0O 1 zoD spa LOADING SPACING 2-00 CSI. DEFL. In goc) Va.' -a PLATES GRIP TCLL 20.0 Plate GOp DOL 1.25 TC 0.30 Ve11(LL) 0.03 45 e999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 VeR(IL) -0.03 4-5 X999 180 BCLL 0.0 ' Rep Stress loci NO WB Did Hari 0.00 4 rW We BCpL 10.0 Dods FBC2014?PI200] Metrix-MS Well 25th l LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or O0-0oe pulling, axwpl BOTCHORD 2x4 SP No.2 sold Von Ca" WEBS Pill No.3 BOTCHORD Rigld felling all applied or 10hO oc brmang. Ml Tek recommends Met Stabers-a regMreo cross bradng ba instNlwlufin,INss erection,In awortlalWe with S1a1211rer Inetallatlon ltle. REACTIONS. (Ib/sire) 1=2141038 (min.0-1-8),4=24&Mectlenkel Max Harz 1=23(LC 4) Max Uplift 1=-171(LC 4),4-1 8514) FORCES. Qlas-Max.Comp Rvax Ten.-All forces 250(Ib)or less except when shown. TOPCHORD i-2=.453 29-4IG315,3-9=-414A116 BOT CHORD 1-5=-32(1/421 WEBS &5=32W423 NOTES 1)Wind ASCE 7-10;Vu11=1WInph(3aecond gust)Vaso=101mph;TCDL=S.Opsl;BCDL-SDpsf;b=25ft;B=4511;L-24ft;save>ft;Cal. II;Eery C;Encl.,GCp1�0.18;MFRS(olrectiowt);pore,left and light espoused;Wmber DOL--1.30 plate grip DOL=1 80 2)Postal adequate drainage to prevent water pondng. 3)This tmss has been designed for a 100 pal betem dam live two rwnconcunent with any other live lowdri 4)'Thls doss has been designed for a Ilve Iwo of 20.0ps1 on the bottom chord in all areas where a rectangle 360 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)prefer to girder(s)lot Imes to Huse connections. 6)Provide armhanlcal connection(by others)of Imes to beeong plate capable of wflh rstro ing 10010 uplift at)oinds)except gt=Ib) 1=171,4=185. 7)'NAILED'Indicates 3-1 Co(0.1401 or 3-12d().148'L.25-)toe nails.For more aetalls refer to MITek9 ST-TOENAIL Delal. 8)Hangers)or other wnnedlon devicshell be provided suMdent to support wnwntrated load(.)7It,down and 841b up at 2-0-0 on top chow.and 141b down and 610 up at 2-2-2 on botlwn chow, The deregn5electior of suin,wnwelon oevica(e)is the responalllily d others. 9)In the LOAD CASE(S)wtion,loads applied to the face of the Vies are hate,as from(F)or back(B). LOAD CASES) Standard 1)Dead a Roof Live(balanwd):Lumber Ina avero 25 Plate Increase=1.25 Uniform Loacs(pill Ven:1-2=6Q 23-30.46-20 Cmwntrmetl Loads(Ib) All, Vet:r5=14(B) WdRNW6-Vn1ry MNenpv+mrt.mm4aEdO N01Ee pI MedNO NLLIIpFDY'IFII NI6 aEFOPEY6E pest Mltl lw uz M....101,wnrvcgrs.Rh neuron. moWY UPon'iYwVm.uMh I. .5z,`Weng cangxm. �wwm Bslae aw mroealargaeaprwlmw�ImN ll'ewulxmllNoramD,nwmneramaarnol>«ry w��m+me me ae=mo�nlonwotreral �1' M1rlp aMan B¢Lgkxl'Yletlhio pavamllu#IbgolYeAtata Towebad/a'ae`amemlav aiv.wa4+IM lanryxwYa,YR bWnldwkg 'LpR' adwaM1 ltt}iwlb Xtfllllymdloge�anl wAk4xawMl Pc@Ya CamdVat9dYatl P%>bIIV tMnq'ry. forma NMN.veInO�+aIV Ra Wn1 V.tlu FM Bxtl. yMolgn rlpgp,ppe'gry,xecbl anise usual 18in old Mnari 31Z BWN/INI MIYCIxwlo.wad9aVl kex WYllmp CwnWlMmll Tenpa,FL.10 MMx I1Yamalbn ahH1e flan Ins Mb MAOa.RIB N.lee alreet 911e e12 PbMv3tr VA 22214. Job aw pas Tlessael8 1 nownes has Weld 2 1 Jab Felererce Tonal ha ilrq containers SusA.Jus nMIY.FI was Rn:B.OtOH Jui 2a 2018 PnM.a nlOe Jrm Tv 20161Mek ln4up�we.lx.FO FHEL014X-IB AI]PHpa 1 Ip:Wcc000CypG]oCIwIW]EMZIWr]-wen) yo]C?nkPoArcXBGacNUCLXVVyrvc¢ogor 4p apo 4-0p sap YS= Spb=1:128 3W 12 2 3 8 Lj t a 6-011 3W= app B60 Opp 2-Dp LOAgNO(Fq� SPACINQ 200 CSL DEFL In (lac) Voafi Up PLATES GRIP TCL- 20.0 S Grip DOL 1.25 TC 0.39 Vert(LL) 0.29 5-8 >247 240 64r20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.91 VBQTL) -0.26 5-8 >2M 180 BCL- 0.0 ' Rep Strews Incr YES WB 0.07 Hoa(FL) -0.09 3 Na Na BOB, 10.0 Cope FBCM14B-PI2007 Meillx-MS WeI9M:2016 Fi=20% LUMBER- BRACING' TOP CHORD 2x4 SP No.2 TOPCHORD 9molurn weed shedding directly applied or 000 oc putlinw. BOT CHORD 2x4 SP No.2 BOTCHORD Rigid walling dweclly applied or 2-20 oc lassig. WEBS 2x4SP ,i MITwk recommends Net Slablllren and required are.Wromp ba installed duhng Iuss erection,In aaownseW46 Stadllmr Installation oulds, REACTIONS. pWsIw) 1=230/03-8 (min.01-8),3=580Aedlanical,4=17 osd lanlcal Max Hoa 1-0.(LCB) Max Uplift 1=1WLC 8),3=42BO e),4—136(-0 8) FORCES. (Ib)-Max.Gpmp.Max.Ten.-All forces 250(Ib)or less exwapl when show. NOTES 1)Unbalanced root live lows,have been conedered for Nis design. 2)Wind,ASCE 7-10;VIAL-130mph(Sswornd gust)Vasd=101mph;TCDLS.Opsf;BCDL=5.Opsf;6=251t;eMSR I,-241t;wave=40;Cal. II;Exp G;End.,GCq=0.18;MW FRS directional and C C Exteriorly)0-0-0 to 360,1134-0 to 4-00,Exteriorly)400 to 5-114 zone;ports leg and right asocial C lar members and forces 8 MW FRS for readmns shown;Lumber DOL=1.60 plate grip DOL=1.6) 3)Provide adequate drainage to prevent water ponding. 4)This truss red been deagned for a 10.0 psi bottom cNad live low nmconcunent Win any other live now, 5)'This Imea las been designed for a INe two of 20.Opsf on the bottom chard in ell areas were a rectangle 300 tall by2-0-0wide will fit between the Whom chord ars any other members. 6)Refer to girders)for incise to buss connections. T)PreNce mechanical connection(by omM)of Imes N bearing plate capable of withstanding 1000 Wait atpampt)3 except gl=N) 1=155,4=136. LOAD CASE(S) standard Q WARN -yyyy4�pyvYnrvHwq gFJONO]lH gl]MS ANC NCLWFOIeIExxFFEa4XCE FIOEY]m m'.assid.seFFOlIE u4E Dap,wM rahrc a4rwmm MnHl�eaewewn.Imea4lwoaradaHva>on nb�aeteaewrt.mal:raankalwaa bare canpawnl.hoh In a HMon aeloehmMWtlhYl oe'hr¢lmublvaM'X¢WGIeNtINo10aGFl rNarereaagpaRalrFcuMale lNdeWnMulMoveh i {} Wdk40eWh9a^l✓dYVA' retlSlepevohld�cpk9MlrcMUUYMmwenaq/ttclvdnheniCaHaYr.fIXlPaM bmRaW atlwannawrwda:IB Ilek' adwuyH repl�MgxLllyaMio Revenl¢k4+w wanl�aRxmrcl Yary rsa RgnlV�2ni�e. faµTad PYWse htq tlhq Te Nbk:0lMe Laq]e.hNay.aMlCnaef dackq ollnRseavl OhmpMehnc maaXLTII OYWNCIIeM.Ofa a9Y�aL51WWnPCarriynenl '7npem aaetON4. ayelyyJpmhduh pmltllb Yon Trim R931rypMe,RIB M lea SM1.9I1ea12 MsmMh VAY1314. lose nes vee Till 1fa15i01. ia] HlvfilllCEF 1 2'JOb I'morence 0 lional aWYq Ggry and supple,JedeomiN Fl Ames p1n:a 010e JA29 core RX:amDSJ.....201a......MupMA M. Fb FrO Vl 10M-182J1] Ptl[fl ID:WccGBUC_ppF]oCIa1W 7EM]1W r]-oI8k3YK701 OPIGeiGNMywS4gypryGKOIUIDggN g0.0 10-11-10 1S 267E 2S]-0 31-00 Bqq 441-10 4414 - 4-11-1D 840 sole=IM.0 NAILED WILED NAILED NAILED HALED NAILED NAILED 1W 12 8x12= 20 sxs= x411 affi NrmHs= m3= W2 WILED NA&EO HALED NAILED 2 0 21 3 2223 24 4 255 2627 7 33 31 13 32 33 12 31 35 11 35 32 10 38 39 0 40 41 56= NAILED LULLED 241 HALED 3ffi_ 7xLfr20HS= NAILED 4Mam II AI NAILED NAILED LULLED 56= NAILED LULLED NAILED NAILED NAILED NAILED NAILED NAILED 660 161190 15482674 25E 31-0-0 &60 411-10 4&14 L414 011-00 &60 Pia Ousels(X YI f20.5-00281 p' 5-06281 It062 0.2-01 112'0-2 2-Ol IAADING(Levi SPACING 2-09 CSI. OEFL. In gar) Vtlal VO PLATES GRIP TCLL 20.0 Plate Grp DOL 1.25 . a.91 Ved(LL) 0.84 11 x40.5 240 MT20 24M180 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Varl(TL) -1.48 1' '255 180 WNHS 187/143 BCLL 0.0 ' Rep Stress IncNO WB 0.73 Hor2(TL) 0.19 8 mea We SCOL 10.0 Code FBC20TVTPl2007 WeMx-MS Weigh:2881D FT=20% LUMBER- BRACING TOPCHORD 20 SP BE'Except' TOPCHORD Stmdunl Mod sheathing dhbcVy applied or 307 do printer 2-5.5-7:2x4 SP No.1 SOTCHORD Rigid ceiling directly applied or 6-i-7 do mining. BOTCHORD 20 SP SS WEBS 2x4 SP No.3 REACTIONS. (INaxe) 1=251 N038 (min.(Y18),8=25DMN 8 (min.0-1-8) Mex Hou 1=-24(LC 6) Mex Up1161=-1387(LC 4),e-4387(LG 5) FORCES. (10)-Mex COmpMax Ten,-AIL forces 250(101 driest except etre..alpan. TOPCHORD t-2=-M1313M2,2-2R-1044N5671,20.21-1041N5871,3 21=4 014 0/5 8]1, 022=-1144]/6204,2 2-23=-11 4 4 7/82",2324-1141]/820,024=-1144]/8204, 425=-11447re2M,525=-11"7Po2",526=-1144]62",M-27=-11 4 4 7/8 2", 6-27=-n4mre2N,6-28=104"/5871,2839=-1N4058]t.7-29=-11344W%71. 78-7213/3942 BOT CHORD 1-30=BMWIN923,30-31=-378&6923,1331=-3789/6923,1382=879618937, 32-33-3N9B18937.12-33=8]98.593],1234_--5828110440,34-35-5628110140, 11-33=5626110440,1136--5603110440,3837=-580&10440,10.3]=5603x10440, 1088-3775/8937,38-38=8])5/6837,939-_-3775/6937,940=3]Se M, 40-41-376606922.641=-378816922 WEBS 213=-131/3N,2-12=-20003809,312-100&495,311=850/1119,4-11=-520.25, &11=850/1119,&10=-10031498,]-10-20009 9,7-8=131/3" NOTES- 1)2-ply tones to be connected whetter Min 1 O(0.1316-)nails as Idbws: Top chorc6 connected as follows:2x4-t row at 0-70 dr. BoOom chords comlected as Iollowe:2x4-1 row a 08-0 on. Wets connected as folloas:2x4 1 raw at 0 9-0 dc. 2)At loads are considered equally Applied to all pllee,exwpt if lwretl ee Iron(F)or back(B)face In the LOAD CASE(S)section.Ply to ply connections have been provided to deneute only loads noted as(F)or(B),unless othavere Undraped. 3)Unbalanced roof live Ideas have been coreidered for this design. 4)W Ind:ASCE 7-10;Vu161 Wirth(3secondgust)Vasd=101 mph:TCDL_5.Dpsf;BCD650psC h=25X;07158;L4411,eeve=411;Cat. II;EV C;Erol.,30pi=018;MW FRS(dlrecticrel);porch left and rght exposed;Lumber DOL-1.60 plate grip DOL-1.60 5)Provide adequate drainage to prevent wafer ponding. e)All plates are MT20 plater unless M.M.Indicated. 7)The Doss has been designed for a 10.0 psi bordm chord Ilve load norecracturen MIN any other flee Ideas. 8)'ins truss has been designed for alive load of 200pa on me ballon chard In all areas Mew a rectangle 360 tali by2-0-0wide Will fit between the bottom chord and any other members. 9)Provide medlanitel connimban(by others)d Imes to hearing plate capade of WttrstandMg 100101g9i0 ajolnth)extent 0WID 1=1387.8=1387. 10)'NAILED'Indicates 3 1 o(0.148'x3')or 3-124(0.148'x3.25)toe-malls.For mora wells refer to 1ATM's ST TOENAIL Derail. L�qf L.1�atggWA..,,MM.MHIMu Ammer by THIS ANO NC1. aVCMNLe/AOFe4FIAm I00YA11 eEF0' 4y, wr I mY wl ..-Eml'MWT WY{u1m n+Uldnwl,xSYuvnl a'dklumlrr.LL9la IxJMp<anlNawnn.Nl ueuablx _IM IwX 6�q ra rNII 1: N� N ,1..x.1NM'uf/. wrm-sWH�nbllnovab' a�`"I w.-r e,aw;oi is 1 . . wanrcfim ,a - ua<Iararr.r..uel:mv oeeLorie leml>«m mdl>amw..rnllxacrp IWMI'n1.�.�i.:�e�.i;airery�Pre<m,��:ii:`«.li`..9e oi :d�N.imRmlr'�os1 /mlwal�rn�wa�buaea°i veiaroe�a�w�Mwr+ sw 9.M u Nxd. tEely lrypmupm dvyyYe Pwn Ous%aIe MIMa.21eN.lee street.SUI"312 Ne�aT VRR2514. Tmrye.R aaJ10 IrX3 I� Y9e p TI WSIBI] eEySTpq T8] XIPOIRLER 1 Y�IJOD RBIBIBIILBO 101191 IBJNnBCwrp9ne19Su[{!/,JBCYmmnlM.il8t256 flan:a010¢JI_2p�1�W]EM Wr7-olk3 Dre1OPIGe?G FaEIX114N-19 %UagR IO:W000B9C_pP KkS10 flDly+�59gyp/ry °99 LORD CRSEgg SWal W 1)Dee0 a Roof Dve(Delenaetl):Wmbel Increase=1.25,Plate Incleaae=l 25 Unffons Loaas WO Ved:1-2=E0.2-7-80.7E-60.14-1 7-20 VaM 2-102(F)7-102(F)13=-55(F)11-s (F)b102(F)9=-55fl 20-102(F)21=-102(F)22=-102(F)24=102(F)25=-102(F)27-102(F)28 102(F)28=-ID2(F) 30-223(F)31=-159(F)32-55(F)33-55(F)34=-55(F)35—WF)38-55(F)37-55(F)38-55(F)38-55(F)40-1 W(F)41-223(F) Q PN ly Np nxnN MOFE ]Ma1NO NCLVOFO M]EN aERRINLE PA4EM6]OTJnr 1MAYM6KWRE U3E �� IMYtPrvYM IkMIM :1 IN6XASp11 'upsn ryAanelen3rown mtlklam9M�MdaclYp ttnwlrml.rol W .IM11 ri imly nhgx nnl�> Wmrelartaxl pegrlrLMdR aM nt Uert#lmm llc ova'd {T Ww11'rdi&p,h9 n 1,, 1 ucMIIM1.nMNNV¢ mw r vlla dnamemdmoNV-PMblvl lemPYW aqf nmertl bvY'9 MfTeK I lwaplegMetl kx9Mnrutlm[YxvamttAlm+w wlln puede(ttrvmtlYMwadwWbM�nme.Iw tlUukAceleUalRp Ta aP¢FLE l ua ItlaMnlbt Nwrpe.tltllJary.elwllnn ord deuNq ollrrrsestN lmxs aYslmmx w.¢N]1/IN10YdIN OIIMa.DLd9 a1M W9Y1Wr9empalrxi terrpe,FL aEO !d¢IF I1YpmaXm wdWe Ldn I1rm%ale 4¢IMM.218 N.We SIrceL SJIe dIR.NxeaaMh VAP2t1E. ru55 Nas roe i1roa0919 1taUiOP iea 1� I 1 Joa Ref6remer lional 9WtlYp Cwmwled awwY.uc.rFI Y'RY Pin:&0108 aae,-16PM:40108JLn Ra 2m8MITB[IMu91ieBIrc. M1NW1928'14201] PBgI IO:Wcc000Cyppl lwrVl]ErHZIWr]GVi]GWr52aZeo&n puEGH1(gOPRCx6vllePl¢ogp0 BAO 132-15 isdl T1]-0 31-00 8-00 5345 all S2-t5 B60 Sale 1se0 3.00 FIT ]oto= Ty 11 46= h10= T T 3 4 21 5 10 18 n T3 11 10 0 0 ] Ort= LA 11 4x10- thU M180N5= I+6 214 11 4�_ ale II 3.e II 860 132-15 1849 T3]-0 31-0-0 860 6T-ta 5-0-9 ST-15 860 PI 011set (1LY)- J1,0-2-1 30,4811166 0-113112664 Edo 1fb464Edo 1ifill-1311&62- 30-981 LOAOIIl (psf) 6PACING 2-0-0 C51. DEFL In floc) Waft Ud PUTE6 GRIP TELL 20.0 PIeN Gdp DOL t25 TC 0.6] MILLI-) 0.]0 8-10 x540 240 Mi20 2M/190 TCDL 10.0 LMnaer DOL 1.25 BC 0.76 Veft(iL) -1.01 310 a3J) 180 M10SHS 241/190 SCLL 0.0 ' Rep Shese lnor VES WB 0.59 Houf l-) 0.1] 6 We Na BCDL 10.0 Code FBC2014?P1200] Matdx-MS Weight:1WIb FT=20% LUMBER- BRACING TOPCHORD Bet SP SS'Excear TOPCHORD Structural wood shearing directly supplier!m2-2-0 W WHIM. 28:2x4 SP Not BOTCHORD Rigid selling directly applied or 2-11-1 oc among. BOT CHORD 2x4 SP No.1 MITek recommends that forratU019 and Iequ9ad close belong WEBS 2x4 SP No.3 be Installed during tuas wra ierl,in accordance cath Stabilizer WEDGE taloa n, Left:2x4 SP N0.3,Right:2x4 SP No.3 REACTIONS. (IWsiaa 1=1263/088 (min.048),6=1263N-38 (min.0-18) Mex Hort 1=31(LC 11) Mex Uplift 1=)89(LC 8),6=]89HG 9) FORCES. (ib)-Max.Comp. ax Ten.-All forces 250(Ib)or less except when shown. TOPCHORD 1-18=-353W34)1,1619=3491/345,2-19=84)3V485,2-20=-433]/4318, 320=-033]/4318,3-0—433]/4314 4-21=4341/4322,5-21=-0341/4322,5-22—36]213185, 22-23-3413/34]4623=83291340 BOT CHORD 1-11-11_33W169359,1611=-3335133]6,9-10=422]/4341,69-622]/4341,7 8=3329/33)5, 67=331313368 WEBS 2-10=-0011/1218,3-to--335202,08=-36&199,5-8=-1018'1223 NOTES- 1)Unardanced root IN.load,lava been cerrademd for this design. 2)WlnLL ASCE]-10;VUIt=13Oaph B secord gust)Varel l01 mph;TCDL=S.OPeh BCDL=S.ol h=2511;B-o5ft;L241;save=4q Gel. 11;Exp G EncL,GCp"J 8;MW FRS(emotional)and C-C Extedor(2)0-00 to 3-0-0,Infix 1)3Ao to 8-0-0,Ededor(2)8-0-0 to 27-9-15,Imedor(1)2]-915 to 31 7-0 moa;porch left and right egmsi C for membam and forces 8 MWFRS for reactions shown; Welber DOL=1.60 plate grip D01=1.80 3)PmMde adequate dminage to pho ent water ponding. 4)All plates are MT21)pletm unless olherwisa irdlcated. 5)Thls truss has been deslgned for a 100 Mf Itotom crard Ilvw load noncDncunent with any other live loads. 6)-This truss has bean designed for a live load of 20.0psi on the botom filo d In all auras where a rectangle 3-6-0 fall by 2-0-0 wide volt fit between the bottom chord and any other members. ))Pal mechanical connection(by omersl of truss to beefing plate capable of whheNnding 1W to uplift al Idnfls)except gt4b) 1=]89,8=]89. LOAD CASES) Standard Q WI0.YNO.Ve Yy~,wwwWr Nnaar FEa pY]IYINO NLLIMEOY'IEI(aEf6iaXCEM4Er1Nnr.f01013= VWEVSE owl WpKKleeaYY'M1htsmarsonneomilli[1kLLa16[msdrtiYlA*ahMmhelan u l.eN Al.mMhLW WMM1]canpamt roi 111n sybin.�faa ue.IN IxN1q 6M[xler newt wlN M gx9c�111Y a Oa4,T rhd,n,elas m]PKwtlr M1cc^P"eaa IIYI deYa,mo In1e—M, W1N h.aw'IgMMWSb Pe.�hhidWgaYYAtAe141axeOah[IlM lvr1ma11�15aYY. PdxIYNnIIem TZZO nElM«Lp awe adwaM1IBPABdb9dAlhadbpBYBNctl4 v.�11.x�ABCBaoIrJYlxY atlpKalYdnlWe.""wonwo g4]mCBhBp�dBp Ae mW PBMEW aMtl. 1tM Ibt tlu1©e.tlBIaM1Y,ehecMlatl MaGp 1111NeaaW BhsaMBnlc rnBW31/MI GWN C41Ma,0lB.aVvq BCH BUF3pCanpwnl eyBly IrlmMlm aYdyxe Ywn Bim VgbxBMlla.RIGH lee$MB1.911e 312 NsmhrlM.VA22i11. ielrpa.FL 33s10 0 IIB4 russe 1w no36Nte t use"W 130 ber"Grea1 x I JCb Pelererce onBl BUMkp CwTmem sayers.Je[VemeBe,Fl azxss IDWo¢O_pyF]1BOCMIW]E Mr72 i7GWr52SeBzb Ep�3KyZPepsszolt pO z-o-9 466 zap 2 ea special Scale 110.7 2 3 a03112 45 JJyII 1 Vi I 4 45- 6 2K II £pe�Ml as II pa9 2a0 Lao aF8 138 2a0 PIt Ofla (XV1 11'QQg Q1-1511 '02-90651 LOADING ga, SPMNC- 2-pq CSI. DEPL. In (lac) Idell Ud PLATES OAW TCLL 20.0 Fate Gnp DOL 1.25 TC 007 Vert(LL) 0.02 5 X999 240 Mi20 261/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vial -0.IX1 5 x999 180 BOLL 0.0 ' Rep Sprees Incr NO WB 0.02 HOr2(TL) 0.03 3 We We BCDL 10.0 Cotler FBC2l,VTP120W Mebh-MS Wei 16M FT=2M LUMBER- BRACINU- TOP CHORD 2x4SPNo.2 TOPCHORD Shuclwel modsheahing dlrecllyspplled or40Oa pudlns. BOT CHORD WSPNo.2 BOTCHORD Rigid calling diredly applied or a bredng. WEBS 2x4 SP No.3 MITek recommends Oa Stablllurs and required cross bredng WEDGE be Inslale0 tluring truss eredbn,In accordance Win Slablllzer Left:pets SP Nog tall g 'tle REACTIONS. QIVslw) 3=SBIMahenlcal,4=78M1edtanlcal,1=1 0.3-B (min.01-8) Mex Hort 1-42(LC 8) Mex Uplift 3=-02(LC 4),4=62(LC 8),1-105(LC 8) Mex Gm 3-W(LC l),4�l(LC 3),1=189(LC f) FORCES. (b)-Mev Comp.Mlas Ten.-AIL tortes 250(lb)or less except Wtlen sown. NOTES 1)UnbWwi mol live Ipa�have been consideretl for Nps design. 2)Wind ASCE 7-10;VOI=133mp11(3 eaten gust)Vasd=101mph;TCDL3.Opsl;BCOL-S.Opsf;=25X;B�Sft; -=24m a WAR;Cal. 11;Exp C;End.,GCpl-0.18;MWFRS(dirmhonaq;canglever left exposed:porch left and right exposed;Lumber D0L=1.80 plain grip DOL=1SO 3)Provide adequate Manage to prevent water ponds,, 4)This Was has been designed lot a 10.0 psi bottom MOM live load nonwrcunenI vnN any other Ilha loans, 5)-This truss has been designed for a live load of 20.Opsf on Nn bottom MOM In a1 amen More a rectangle 360 tall by 2-0-0 tilde Will fit between Ne bottom chum and elly other members. 6)Refer to glyd.q.)for truss to truss c.,Wl.n,. 7)ProvMe mechanical mmecllon(by others)of three to beetlng plate capable of withstanding 100 to Uplift at)Olnt(s)3,4 except,Idb) 1=105. 8)Ha ads)or other connection devica(s)alai be provided susdent to support concensiatetl Oa(s)41b doom aro 62 to up a 2-0 0 On IOP cord,and 10 to down and 316 W at 2-2-2 on bottom mord. The desl9Wse1edlon of won connac4on devlce(s)Is the herr lblliN of Mars. 9)In Ne LOAD CASES)sedbn,loads applied to the fae of Ne truss are noted as front(F)m beck(B). LOADCASE(S) StareaM 1)Dead+Hoof Ove(balenoed): Lumber Iremase=1.25,Plate Increase=1.25 Uniform Loads(pit) Ven:1-2=6Q 26-60,4£-20 Concentrated Loads gb) Ven:5=10(0) Y WANNw6 VxXy MUBn pxmlen eN AFAp N01R pI 1Nf AXa/ICLVOFOYIEx aEFEaANfEVIUE/M14Am.IOOLNIE BENK UHE MNnn wMk]Iw use omV veNdlkeDMrec4 5.Raezla�N WfetlwYYup>t�WomeWrsawun TeR Iw mF3Wlud W WgUanpwwnl,rot Imi W0.3m Pelo,u,c¢, lylklq�YMw muslewWlM AIIyIXdaa{Fl rxepnelersad gmeeV xcwpwaW Maie¢m MO X¢ovmtll &car Win. aaF unt" ctledarogarmll `O WNkM'tad n�mwhas, uopef, lmaYv. veoos ,tl Wm0.vw ccs,Mavn�h[eacM MIT01( NtlwUh ra3 Aee rasM#IY WJWgnvmlcatlW WMW�A^[WmNM xYW m]Vq>WIY WrvbY.Ld mrtxtl NdwWa�q dVX,e Kvk.Mkrt9lrvape.(bluery.emcxmn'A dacVgol Mntesad Nmrypenn watXL/INI Yu/NCNxb,aSBMatl BCA Wpap Cenpmwe 104 r.1BNtl T.I.IL . Hely lrNTRXOn wd2re AOhn toes PaNMRea R18 N.lee$kcal,SUIle 312lbeavJ4a VRY131 E. ienpefL]3610 NSS mSS Ina TILONRO I1e35TOA T60 Np laff 1J[b Reference noidarm BNIde9'fereseN sal JatY✓Aa.FI—a Ron mal eireormesse.—eJM25Ate An"'IMW�Iee M. itl FW OSt<14AA1i PopB1 ID:WaG -ppF]oCtw 7CM r7- VUECTM,i LYnPMTL6mTtl19260E4OepTNdroggP 4 W 0"a 1459 409 65 4.00 6 Ihi•1:23.6 NALED NAILED 66 1\ w II 2 8s 9 4(1, WNAILED 3 &W 12 4 n P 4 1 w d s 21 a 23 s 24 IS) 2xf 11 NAILED ILED NAILED 224 11 NCIIID .16 11 06 II NAILED NAILED 048400 10-50 1343 1450 sure 368 659 SS'S USb P1 wOBa OLY)- f1 O68 Etloa f ' Etl 1 LOADING(lost) SPACING 2-0-0 CSL F In 0.) pdal UdPLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.75 0.18 53 >B64240 W20 2"190 TCDL 10.0 Lumber DOL 1.25 BC 0.71I -0.23 56 >)58 1W BCLL 00Rep Stress Inas NO WS OAS 0.01 4 are Ne BCDL 10.0 Cotle FBC2014 PI2007 Ma�lx-MS We18M:551D FT=2D% LUMBER- BRACING TOPCHORD 2x4SPNn2'ExdepN TOPCHORD Slllwtuml v,90d shmOng directly applied or 4611 op purlims. 23:2x4 SP No.t BOTCHORD Rigid coiling directly applied or 7412 oaf braafng. BOTCHORD 2x4 SP No.2 MiTekrecommends that Stabilizers end required cross bracing WEBS 20 SP No.3 be installed during toss erection,In accortlance Wth Stab111zer WEDGE Ins ala'on guide Leff:2x4 SP No 2,Right:2x6 SP Nou2 REACTIONS. load]&) 1=7634(-33 (min.0-1 E),4463103E Milo.0-1 8) Max Hort 1=47(10 6) Max Uplift 1=483(-C 8),4=-483(LC 8) FORCES. (to) Mar.Comarth Ten.-Allforces250(Ib)orlessexceptemensh0ss. TOP CHORD 12=-1 3 70,2-17=8781622,1]-18-BMM2,1819 87 22,31�E7M22, 34=-10301670 BOT CHORD 1-20=-558rB]q 6-20-5560170.621=-56&8]8,21-22=-552/878,22-23=-562/878, 5-23=582/878,524=55W670,42455613]0 NOTES 1)Unprofessed!mot has loads have been considered forthis design. 2)Wild:ASCE 7-10;Vult=130mph(3-second gust)Veld=101mph;TCDl--5.0pl SCDL6.Opsl;h=258;B=458;L448;eavedfb Cot. 11;Exp C;Encl.,GCp1,0.18;MW FRS(directional);camilever Nil and fight exposed:parch 188 and right exposed;Lumber DOL-=I80 data grip DOL=1.60 3)Provitle edmuae drainage to prevent water poMing. 4)TDIs lass has been designed for a 10.0 lost bottom afford live load nonc0ndurrent x4th any Other five footle. 5)-Tbls lass has been designed for a INe load of 20.0ps1 on the bottom chord In all areas¢mere a rectangle 3801¢11 by 240 map MII fit betvreen the mith n Gard and any other members. 6)Provide m rchonlaal connection(by others)of buss to bearing plate capable of whinstanding 1 W to uplift al Johnson except gland t-163,4-183. 7)'NAILED'Indicates 3-101(O.t4B'o01')or 3-12d(0.148'x).25')toe-nails.For more details refer to MITekS ST-TOENAIL Deal. 8)M the LOAD CASEIS)sectow.loads applied to the tate G Ne three are noted as bold(F)or back(B). LOAD CASE(S) Standard 1)Dead a Hoof Use(balancatl):Lumber Imrease=1.25,Plate IMrease=L25 UNto1m Loans(pit) Vert 1-2=60.2-3--W.3- --60,7-12-20 Contaminated!Loans(to) Vern 2=-27(B)3=-27(B)6-24(B)5=24(8)17=27(8)18-27(8)19_27(B)20=-W(B)21=24(B)22-24(19)23=-24(8) 2 =58(B) Q WAMIN'a-q'Mx CeYy'l�suNe wlaG9N01ES pIiM3 ANP NCIaeFOYrta MFHNNCE/AaENI m.lOaL]MS ILFONEY9E D JP�WNMvs a'1YxN�MlekdwMCldi.IMCIrJT�hL dMY W��RmreleRMwn.aNklamMNAxI dXdOq cwnM�al.rot nu.er+lna.Mlwe u¢.1re IwaM d�ra�mwlwW Ire WkBadW alda+lgi punaebnadwavaarn�amareb rixaeq�Ifo.nye owe IaNaM aepl�.sousexrcrnadaawewnlanufoalmhwvxn�weorneloremramaa�Danmv.A�'alwd l�ooaaYrnepam�wmumn art+vA�a�NedbballlYmtllowe'/�ncd4�wM WaL1a�m�vl xPxY WJ pcpvlYMn�e. fa�nmlPNb�'e�uDa�tlgllw kthMbrt tltlWe.deMery. uul NL.ant4M MS RIIG C.0.Yd9aW KNIOMpCanPanuY MW Pub FY16Y0. sYNY reassesses hcrsT.Mral2la Ne4ar6sloadoNbAoften' Tenps FL>J10 rYS4 me4Ury T1Wanal 119&STW i41 HV 1 1 Jcb Rha. OIOre BuiN'np CulpeneM Su{pM.JtleomLIL F13Y156 N. Vrl.Jun 15201e Pont:a OID aJun J52018MTk ii.se. In Feb.1fN2t RrWP.,V ID.WCCG3uC ppF7oCIsAW7EMZIWa CIgt11a05dgHW7_zOCuJJh?7 RmEaEYgUpxoggO 14.12 600 12d BSO 1660 t-2-,z a&4 tdd tdd 64d SCel. 1:24A Adis 2x411 0x0= s • 5 e.ob ,z Lf 17 is Y 10 A R4 1 16 2 6 e 7 mm II a 2,4 II 4II 3d II Yz.t2 604 T-2d 65-0 I4b0 bz-12 444 182 t-2B 60a Plate Mad MY) 11.0-2-8 0-0-151.13'63-062-011$63-00.2-01 [&G-36Etl 1 LOADING(psf) SPACING- 2U0 CSI. DEFL. In (bc) Vtlell UG PLATEB GRIP TCLL 20.0 Pkte Grip OOL 1.25 TO 0.54 Ved(LL) -10 7-14 a999 2" NIT20 2441190 TCOL 10.0 Lumber DOL 1.25 BC D60 WTIL) -028 7-14 a573 180 BCLL 0.0 ' Rep Slrees Inc, YES WB 0.14 Hou(TL) -0.02 6 Ne We BCDL 10.0 Code FBC201GTPI2007 Mattlx-MS Weight:5316 FT=20% LUMBER- GRACING- TOPCHORD 2x4 SP Not TOPCHORD ShuCMt6l wood sheathing directly applletl or 660 oc pinilm, BOTCHORD 2 SP Not BOTCHORD Rigid ceiling directly applied or 10-00 oc timing. WEBS 20 SP N0.3MITek recommentls thal SI-111-ft" and required!Close among WEDGE be Installed during buss emdlon,In aaordence win Start 2x4 SP No.3,Right 2MSP NO3 Iratallagon he. REACTIONS. (IWaIMi) 8=630105-8 (mIm0-1d),6=52Yo-5d (min.0-1-8) Max HDrz 9=-71(LC 10) Max Uplift 8=-202(LC 12),6=-1 WILD 12) FORCES (lb) Max.CompflAa%Ten.-All forces 250(1b)or less except virtan shown. TOPCHORD 1-2=4741109,2-15-648279.16-18=6M2A,61 6-401/298,34=-50WO7, 4-5--6051307,5 17-56SY290.17-1s=-STrAt76,618=441271 BOT CHORD td=-149/505,74=-15&505,64=-1531605 WEBS 2-8-4531456 NOTES 1)UN]alanced moi live lands have Octan Considered for Nis design. 2)Wind ASCE 7-10;Vu1b130mph(3-secCYd glal)Va60=I01 mpn;TCD".opsf;BCDL=5.Opsf;h=25X;8=158;I-24ft eeva�ft;Cat. II;EID C;Erol.,GCpE�0.18;MFRS(Elmd10.1)and C-C Exterior(2)040103-60,Interlor(1)3-0-0 to 6-60,E dWOH2)6AO to 65-0,Ihtedor(1)124-15 to 14-5-0 Mine;Ceralaver left exposetl;C-C for members and lames 8 MFRS for readopt sh ren,Lumber DOL=1.80 plate grip DOL-1 SO 3)Pmvitle standee,tlr4inage to prevent water popping. 4)This Imes hes been designed for a 10.0 psi bottan chord live load nonconcunenl wAN any order live loads. 5)'This truss has been designed fora live load 0 20.0pst on the,bottom Chord In all areas wtlere a rectangle 660 tall by 2-00 witle Wit 81 belween the bottwn oftord and any other res enters. 6)Pmvltlo reepbanlcal connection(by others)of tmss to Deering plate capad6 of Withstanding 100 lb UPI et IOings)except gt4rd 6=202,6=136. LOAD CASES) Standard INOWCL Q IIDEDI.ME EM6]473hN. SE N h d! MI J. .INS rnYl eM-ED= Jw vkAMI M 1 y Iry 1M Y .1. IM 4 MfTek' 61 .YI n I I l a : an Idnk:alk Iaa3e tld very ^flSI^ nui cn ♦ A/IYIGnIry Cam0o.DSB 44nM RCS1 Weng ComponxN i aYW Fe4u Ful BHtl. SYuylNuingbn�ma�4�ko 1 % lel Shx1.SW1eJ12 Na mN¢VISlYl14. i inrye.fL]3ata MB nlBa Y TI[�IM2 IIe15iM T42 p^^mL^ 1 Jill Reference o tmial 6gdiq Cm overe Sixth,JMfamM.F13415a BM:e0101e Jin 2S2p1a i"',f mv..n25 ep1a fvI.,. lM—vx m FW W 1-21201]Vpe 1 ID:Wa%BBUC_PPF]oCIw1W]EMEANr].C19Mstl5c19HM_2OCIUMMRTtRjEaEY9Upxpg90 1-2-12 ]?B 13118 1-212 511-12 BBO 36_ Scale 127,2 3 600 12 1] 18 10 15 4l6 n4 n 4 2 1 'a d e ads II ] 3A II 4n0 II w I I 1-212 ]-?B 13114 1-212 611-12 39'p PreffiCifteal I1,0-38 Etlo 1 15638 EE 1 LOADING(psO SPACING 240 CBL BEFL In (lad VOetl UE PLATES GRIP TOLL 20.0 Plate Grip DOL L25 TC 0.5] VM(LL) -0.W 610 x989 240 M@0 24C/190 TCDL 10.0 Lumber DOL 1.25 SC 048 VerI -0.18 6-10 a642 180 BOLL 0.0 ' Rep Stress Ina YES WB 0.14 HmMHQ -0.04 5 We We BCDL 10.0 Cote FBC2()lVTP200] Matdx-MS Weigh:55111 FT=20% LUMBER- BRACING- TOPCHORD 2WSPNo.2 TOPCHORD Structural wood sheathing directly applied or 640 o9 padre. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid telling directly applied or 10-0-000 truing. WEBS 2x4 SP N0.3 MlTebrecanmends that Stattllzels and regulratl coax pricing WEDGE ba insiGladrum, trues eredlon,In acwdance with Steblli2er Left:2x4 SP No.3 Installatlon it SLIDER Right Mar SP No.2160 REACTIONS. (IWBI.) 5=504Rv Iumicel,7=812/0-58 (min.0-18) Max Rom]=82(LC 11) Max Uplift 5=-131(LC 12),7-197(LC 12) FORCES. Ob)-Max.CompMlax.Ten.-At forces 250(Ib)or less except alien shoed. TOPCHORD 1-2-382/4,2-15=-582215.151 -512/228,3-18=1981240,3-1]-496243, 1]-18=19]229,4-18=-56922],4-5=-30310 BOT CHORD 1-]-931404,6-7-103/444,58=103/444 WEBS 24=528(48] NOTES- 1)Unbelencad roof live Ideas have been consdBred for MIs design. 2)Wink ASCE]-10;VUt=f 30mph(3second gust)Vasil=101 mph;TCDL=5.0psb BCD"ppsb h=25X;13-15t,L=24g;davi tt;Gat. II;Elm C;End.,GCp1=0.18;MWFRS lineal and C-C Ededor(2)040 to 30-0,Mtedor(1)300 to 7-2 8,EAemin(2)]-2-8 to 162-0 zone;afti lever left¢wail;C-C for members and forces 8 MW FRS for reactions shown;Lumber DOL=1.80 plate grip DOI,-1 X0 3)This truss has been designed for a 10.0 on bottom Glory live load nonwrcunent with any other live loads. 4)'Tills times hes been designed for a live load of 20.0 ed an Me bottom chord In all area entire a rectangle 3-8-0tall by 200 wide Will fit between the bottom clioul ad any other members. 5)Reler to girder(s)for Muss to trues comemons. 6)Provide mechanical connection(by othere)of truss to Dearth,plate capable of wllhsanding 100 lb uplift at joint(.)except lit=lb) 5=131,7=197, LOAD CASE(S) Sardad Q WABWIO- Wp,Tv,relen mtl PE4a MniE4 a11NUW0 M'CLVMV MIEF aEEERINCEV1eE L6)OA m.IMM016 BEFONE USE �lodarra gyyMp Wlew9a:onlwcld5.IN5rYypna WYUP'+�9✓=wnalnw Ymom.ane slam MUM1M 1a1aEq cueVulenl,ml .BIftxrfo .Belae IM IVWY1p Mµlewi m,¢Iw.iIN IM ry(#kflollN efceapn ppamelnsnx]giy¢dYh�[^IaR IMtleYTlblo lire wan'I u,'ovdac ud�.sa ayavIto pavenlruce vdith MMxa 111 va no, r,rmgnaydo-a c. Vddl"I,d lenPUW hacIR^m�arenl glrlM! MTek' threga a dwdb vldYlnr--.onem Nw.1 Wl- tui W. vSYraawWGushy l[Ba. . ill., a exragaaglM ktLtOlhl n«e,aval,xide1 e[:Ilmhaft,muri210E�aMlnmryum31ZN/�X81/INI VAMIIL1xFr.oAaa vM ee51BW6q CanPulnll e9wv.Ma EW aM. 9.YtlrllEamaXen a�6Y4e Pwn ern Rale FePPda.RIBN.Iee Slleal.411e 312 NeuxeMl VAR2319. - ielrya.FL 1361, job11,69 . roe v Tubeless ++ssSTW Tit BUM8pB9Yl 1 I Job Reference o 4ore &xBNOCpIWralx BwW.JeOksemW.FI3R[58 Put'8010 B JYnx52a18 RM'90109Jun252018 MTMlMWY1W Irc F11 F9L0a 1/N'd R01i PepB 1 IU:WccGBu0ypFi4CIwM'7En4.CNwil.sn.warai ia'so IIdiN991Xvau8NWIE0GzaggN 0 mM 1m Na Sia 3We=1:27./ 3 6,00 12 3 14 &e_ 5 II 12 2U II 2 N IEL 8 2® II B 24 II Irb 24 II im six im x ++aa lana 1 . 4m Plate 011eeta fX,VI 11'038 Ed I LOADING(pall SPACING 2A CSI. MEL. In 0.) Vddl b0 PLATES GMP TOLL 20.0 Plate Grip DOL 1.25 TC GS] Ved(LL) -0.06 Si 0999 240 M@0 24M+W TOOL 10.0 Lumber DOL 1.25 BC 0.48 Ve0(TL) -0.18 8-7 a649 150 BOLL 0.0 ' Rep Stress Ircr YES WB 013 HOG(TL) Lou 6 has we BCDL 10.0 Dope FBCWl4ffP200) Mamx-MS WdgW,57 to FT=20% LUMBER- BRACING TOPCHORD 2x4SPNo.2 TOPCHORD Simdumlvpo SWMhingdirecllyapplie or3MwpuOlns, except BOTCHOHD 2x4 SP Na.2 it vel8cals. WEBS 2x4 SP No.3 BOTCHORD Rigid caging directly applied or 10-0-()do bracing. WEDGE MTek recommends d==ry and required cross bmdng Left:2x4 SP NOS Nut .,ad drum,Wss erectbn,In accordance win Srdbi l., Iced, Bon ulde. REACTIONS. (lbalze) Pc49ehledtanlcal,8=fOiYb-5 (min.0-IA) MM Horz S=N(LC 11) Merz Uplllt 6--1 MILD 12),8-191(1-012) FORCES. (Ib) MM.CompJMax.Ten.-All forces 2W(Ib)orfess ex dvvTenshown. TOPCHORD 1-2=-3AO,2-12=-586/205,12-13-50]216,313=492/229,3-14=-490222, 4-1 k-517209 BOT CHORD l'-7W442.7-8=1671"2.67=-167/442 WEBS 4b-548243,2-8-5181439 NOTES 1)Uroelxlcedreof ItisloadshavebeenconsiWr6 forthiadssigm. 2)WIn ASCE 7-t0;Vult=lWMph(3- Oe d gust)Vasil=101mph;TCDL=5.Opsf;BCDL=5.0psq R-259;B=45fL 1_248;mays=41t;Cat. II;EVC:End.,GCp=0.18;MWFRS(directional)ano C-C EMdor(2)0 00 to 30-0,InteMr(1)30-0to 7-2-8,E:m rior(2)7 2-8 to 10-23,Inte0oul)11-5-0to 13-9-12 2rne;cantilever left ellpoeed;C-C for members and forces 6 MW FRS for reactions shown; Lumber DOL-1.80 pate grip DOL=1.80 3)Protide adequate drainage W prevent water polMing. 4)This truss has been designs fora 10.0 net bottom chord Ilve load norommurrent with any other Ilve loads. 5)-This truss has been designed for a live load of W.Opsf on the bottom chord In or areas where a rectangle 3-6-0 tell W 2-0-0 Woe will fit between the dodom chord end any other members. 6)Refer to glyden(s)for Was to truss connecdone. A Provide mechanical colv1ed10n gay others)of tines to bearing plate capable of withstanding 100 lb upitt at lolm(3)except gWb) 6=134,8=191. LOAD CASE(S) Standard �W4BNN4-VwayGx9mYm1�si4MJO NOIESp/i10.WO NClaam eYlEl[aFLLMNLE/AfiExi)I17n✓.faeVAIS LEIOIILVSE C au udkl lu 1�nNY'wlln NxlKbcmwclw.c Rho Jg1 kba J wYYupnpamwlurz Niwn.mtl klwm 9a1hkAW WMxgcmymn4 roi hp1pryy9ni.Belwaun.11'a ILMAq Jea3nel m�nl ve11h 11n IXMIc2PoNulofe L�[blmletena'd r�1�FalYhmNlaro p`miyadr —cve�tll tlrp�lBuiq xgcnlertlo weVenlWClaro olrMNdxl liusvNradraenaamemlwnaYv.M7xc/[l lanlK/W amu l'+elmonnlaaCYg ek' b UMq'9194K]b154Ya1YuwlWpnod woo in—ond alae.., vxl rny"tawuli4e. f Mr.,dd NacarptldrxA are ea4PMa Bw BWB. ebV�rLNway.delualY.arecMm]['aclr9alfiletaadl,wmlem[ree4p81/RII MiIy CMxIo.e9B-09 oq&:R InWAnPCdrVannl Tnal.10 yYFNpe6yV,ad2Khan Mu%ole MxxJe.RIB N.Iee Slree1.546312 NeRadb.VPRR314. nss trips )\mMM4 nasion )a Rear apKwl1 Jab RelereKaana 9 bl B1aen9,,.w5}Fry,JetlNrMb.FI3RRSfi Run:a0\ore YnYi 2016 PT1 BO\OBJYn RS]Or81.MNMMWrY.IK. Fn Ftl 0314G']E 301)PagB t ID:WaGeuC_ppF)oGlw 7CMz1WaV4OF Y NryMAXGiX XidBNWIEOGroggN 1412 500 600 7" LSO 13118 1-242 364 1-0U F&e 1H6 4b8 se,_ sate=+:2]4 6 )%t0; 46. ae, 411= s 6 e St?21 210 I. A 2 1 0 8 3t0 a 12 224 II 4x10= 34 n 224 II ]ae 13++A +-z-rz 3a4 zee Gab Plat OIISMs(XY1- I ' -BEdum.1304802-NI00-12 Edpel l6'0.3O ECoe1 fA0.64 Etlpel LOApNG(p50 SPACING 2-0.0 CSI. DEFL. In gx) VOMI Vtl PUTES GRIP TCLL 20.0 Plate Gtlp DOL 1.25 TG 0.48 VWX(LL) -0.04 9-10 >999 240 W20 244/190 TCDL 10.0 Lumber DOL 1.25 BG 0.58 VW(TL) -0.12 8-10 >999 18D BCLL 0.0 ' Rep Sttess Ind YES WB 0.25 Hurl 001 9 We We BCDL 10.0 Cade FBC201VTPI20D7 suffix NG Waugh:Mlb Fr=20% LUMBEM BIUICING TOP CHORD 2x4SPNo.2 TOPCHORD Structural Wood slleatHng directly applied or 600 we puffins, mi BOT CHORD 2x4 SP No.2 end valilcals. WEBS 2x4 SP No.3 BOTCHORD Rigid wiling directly epfilled or 1000 oc bracing. WEDGE MITek recommends hN Sleblllrer3 and requlred crass bmdtg -alt 2x4 SP No.3 be Imlalled tludng truss erection,In aoowrst with Stabghrar Ircefaltadon ulde. REACTIONS. (Ib/a.) 9ulhrsflchanlca1,12=60610m" (min.0-14) Mex Hout 12=103(L012) Mex Up et 9=-172(LC 9),12=1 Mg-C 12) FORCES. (Ib)-Mex.Comp.rMtex.Ten.-All tomes 250(Ib)or lees excepi wfien shorn. TOP CHORD 1-2=38//80,2-16.55W1&),3-18=-06]200,9L--838285,4-5=82]/300,S]=fi2]I30D, 7-17=$38291,1]-18=-839/291,&16-639291,&9=441253 BOTCHORD 1-12=-86/417,1142=-20)/41],1011-28G4f4 WEBS 2-12 3811322,510=-380283,310d28(J2],&1P--800856 NOTES 1)Unbalanced roof Ilve loads have been cansldered for this dmgn. 2)WIM:ASCE 7-10:Vu11=13omPh(3 second gust)Vmd=101mph;TCDL- .Bpsf;BCDLd.OPsh f 2510;B--158;L=24X;Wave-X;Gal 11;EVC;End.,GCpi=0.18;MW FRS(drWAlwW)and 0-C Erdedor(2)&040 W 300,Inlerlor(1)30-0 to 7-88,Feedor(2)]88 to if sMe,cantilever left etprsWw;C-C for members and tomes 8 MW FRS for a mdom shorn;Lumber D0Ir1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water Ponding. 4)This mine has been designed for a 10.0 par bottom droll live load nonoomument with anyother live loads. 5)-This Muss hes been designed for a live load of 20.O01 on the bottom chord in all arem whine a redangle 3aO tall by 2-0-0 Wide MII fit between the bollom chord and any other members. 6)Refer to glrdeds)for truss 10 truss connecgons. 7)Pmvlde mechanical comedian(by whets)of busts to hewing plate capable of Wthstending 100 to uplift W to inns)except gldb) 9=172,12=195. 8)Graphical purm representation does not depict the size or the orientation of Me puhn along the top and/or Whom word. LOAD CARE(S) Standard Q wamrwc-vmya®q=Pw.anoeeauwxw)m uv macro xawm wrrxaeFWwvcc racer)m�..rwwmrzewaE use Ce9an vdltl ru use onY MIIH9Dcoruwckv.R8 C4Y•nklMxetloMY Wcrr0.mrwlas W�wn uV151«mMINdM dlQrycomparanr.ml ol� em cet«e aa.ma L.Aawdeamer malt«nYlre «+alnor.t�.ag.p:«rret«2ar.l mop��n .P�+an 11r<msza nlormmm��1 od dindawn aacnazmaadxra«erenlnuwzgalr.mnwlmuwenme/«a._.amemeerr orvr. larnlreme«w�a perma�aaava,g k• a�sraM1aalWtlYlNaMbpevenl cdk2ae WXn V+>Kbe a«wr✓1nM'mJ VUWMtWaIXR. I«B«rertl PMMnrc bxslrtl ire 6Pot Geb Etl aY. Mnkulbt Nao3a.mk.«Y.w«e«�a.rerame orm�azara m®avRamx aee4RzvrFn oallY cntw.ossmoia eczl wFmecaavwwn 0Ier1'40amdorr rnHdMetdn lora Ra61rtlNIe.21a N.Lex Skeet.S.Xe J12 NemMh VA41alE. Terrys.FL 3x010 o loss Jab Reference 1loaexU's Mess'. ]u JxkLIw2Gx4er t 1 a tiabl Brlllry Lary ml&r[W/,NeYmmY.Fl ands Ran..a.JM 252018 Pmr1:B.OtOeJYn852018 M1N Muprbe.lrc Fll FBa0B 14209201]Ppet ID:WxOeuC_WF7oCIA1W]ErM21Wf]EGxd6GeL31IFF" HM5pEALrO7WxBRJY%BY1nYMogpA 60 88Y 6D "ad FiaM•11R.1 3 4 2M II &W 5-2 Y4 i P 1 ] 12 6 JU524 Mil JN524 5 sell J11524 3a8= 3P0 840 40 30-0 PI on Ix n- f 62-6 o-o-n I6oz - -et v'az-tz alai LOADING(psi) - SPACING 200 cal. DEFL M Qac) utlefl Ud PlATE8 GRIP TOLL 20.0 Plate GOP DOL 1.25 TO 0.15 Vert(LL) -0.02 6-7 >999 240 W20 24U190 TOOL 10.0 Lumber DOL 1.25 BC 0.76 VeA(rL) -0.04 6-7 >999 180 BCU- 0.0 ' Rep Stress Ina NO INS 0.31 Hort(TL) 0.01 6 Na We BCDL 10.0 Cade FBC20l4 P12007 Matrix-MS Weight:311b FT=20% LUMBER- BRACING TOP CHORD zx4 SP No2 TOPCHORD Slmdum modshealhingdirealyapplie or5-9-0ocpudlns, except BOTCHORD zx45P No.2 am vedicals. WEBS 2x4 SP No.3 BOTCHORD RIgfd calling directly applied or TO Cac bracing. WEDGE MiTex recommeMs 10a1&abl ars and required crass bradng Left 2x4 SP No.3 be'rLet during irks eredlon,In Accordance Moth Stat ll2ar insu Nftcncady . REACTIONS. (IMsi2e) 1=907N -8 (min.61-0),6=1004tMechanical Max Hort 1=122(1.08) Merz Uplift b-1 l8(LC 8),6-232(LC 8) FORCES. (Ib) Mdr CompJMax Ten.-Allbrce52W(Ib)orlsssexced YAenshow. TOPCHORD 1-2=-9984124 BOT CHONG 1-11=1981884,7-11=-19moiff 7-12=-19&884,(L12=-19MM WEBS 2-7-9"12,2-6=10584237 NOTES 1)WIN:ASCE 7-10;Vult=lWMph(3secondgmf)Vase=101mph;TCDL=5.0p t,,BCDI-5.Opel;h=2511;B-fSfl;L=241t;save=411,Cat. ll;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOIr1.60 plate gnp DO1.=1.60 2)Time truss has been designed for a 10.0 pal bottom chom are load noncmeument Will any Other IIVe loads. 3)-TMs Imes has been resigned for a I"load of 20.0psf on me bottom cl in all areas Mrere a rectangle 3&0 tell by 2-0-0 Miss MII fit between the bottom cboN eml any othe]members. 4)Rotor to girder(s)for truss to truss oamedlons. 5)Pmvlde mechanical conrredi0n(by others)of Mass to bearing plate capable of Withstanding 100 to up1111 at)olnps)except gtdb) 1=118.6-232. 6)Use USP JUS24(With IOd nails Into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 or,max.sterling At 1-0-12 from the left AM to 5-0-12 to conned tmss(ea)T42(I Py 2x4 SP),T43(1 ply 2x4 SP),T44(1 ply 2x4 SP)to front face of bonen chord. 7)Flit all nail fides Ms.Longer is In contact Win lumber. 8)In the LOAD CASE(S)section,tootle applied to Ibe face d me Wes are noted as front(F)or bad(B). LOAD CASERn Standani 1)Dead.Roof Uva(balanced):Lumber moraine 25,Plate Increase=1.25 Uniform Loads(pin Ven:f-3_-fi0.8-b20,58=-20 Candenlrated Loatls Qb) Vett:7-479(F)11-484(F)12=47%F) �WIXNHa-Vmor"t, .IstcanxKaEIaHME40N iNKINa NCLU0E0tlIIEx NEFEaLXLE PEeEMV]elem.laeVAIBBEFOXE aSE Capes wN Ica re¢urYY'Mrn IMIek@ camc Iws.RYs OaYpn s lvrxl MY urur�lvunelen Ynwn ml Is for m IMMAUI dYWp nvnpxmi,rot Nnayibn.Belweuw.aW taYSpdr��mol vrlN tlW q;Lc?lllyaltletlprrua dd oess pepnlVFrcugadetlrBtl�W'JrrrARaoYer[M txtlrVtlWr. au'frOYrrY:aMUbbPeVda UXJL9xvAYJu]BuowaDaxVu cMtlrlWrmb t+W.I61vV11errW8uYaq MrT'rJhuA9 !UW/eregfa]be1tl�MYatlbL aM44a MIm�9Olar�dOrVx FrlBYatl PWWrYdWrrLW Fq OBrrerUPVNxre re9re4VRn _ fdxtaMiCu0.A.tleMMY.e1eCMnmltlrcJgdBrwaaMlnvMlenibMXBI/IRI GrdYCMlb.pIHaYM8GI8rtlVLmaPVa�1 Perb FYBNB. 9881FBiwnrtlbt aa'Hxeian Ma tyle BvhM.z1a N.lee9reeL SJ6312 Nerotltr VA22314. remain Y910 11156 TILS `ty0 TIOIDNR9 11 FlSTOA TIB flWI QxMIGMa1 1 Job Pale.. lienal BdNN9 cvryanM 6µdy,4MmMe.FIaRR% min ID:WmgmCypF]toCk W]IEp4d Wr]ASVWcIMD$4alaWl FPWy4MLU14g9KC1 46RoggL 132 Idd S60 ]613 d 60 11dJ 16dd RSfid Y211R 2Ad 1-0U 1613 Al 6-]J 5J.12 bP0 are sole-113.] dol NAILED a4 n = B NAILED N1620 7110 8x8 11 _ s 2z 2324 ] 25 M e 6ao 1z 3 a4 p 8 n n d Id 14 1. t2 11 27 20 10 29 30 15 JLED NAILED NAILED NAILED 45- {6= h10-MA x411 SIW- L14 11 THDM NAMED 1-2-12 400 h613 &5-0 1404 1P60 2550 1-2-12 2S4 3313 1-43 S]J 5412 640 Plele O115 (XVI- I b1-00-0-11 IS'O61263011&630 Etl I 1590+81 LOADING(pail SPACNI6 2-0-0 CSI. DEFL In glut) lide8 Ud PLATES GRIP TOLL 2010 Plate Got,DOL 1.25 TO 0.n Ve IpUQ -0.17 11 >999 240 MT20 244/190 TODL 10.0 Camber DOL 1.25 BC 0.91 Vsn(TL) -042 11 e69] 180 BCLL 0.0 ' Rep Stress Ii NO WE 0.63 Hord(TL) 0.07 9 We We BCDL 10.0 Code FBC2014RPI2007 Matdx#IS al 14410 FT=20X LUMBER- BRACING TOPCHORD 2x4 SP No.2'Excepr TOPCHORD Structural wood mapping directly applied or 2-7-2 wpuMns. 56:2x4 SP IS BOT CHORD Rigid telling droopy Applied or 9-21 oc Gracing. BOTCHCRD 2x9 SP SS'Except' MTek actmmerde bol SlaNll2es and required cross bracing 9-12:2x13 SP No.2 be ins-led tludng Imss erection,In accordance with Stabilizer WEBS 2x4 SP No.3 IpraftaGon uitle. REACTIONS. (Ibhim) 9=20608-SB (min.0-2-7).15-1734/65 8 (min.0-2-1) Mex Harz 15=]9(LC]) Max Uplift 9=451 TC 8),15=-4%gUC 8) FORCE& Ifo)-Max.COmp.IMa1L Ten. All forces 250(Ib)or less except when shown. TOPCHORD 1-2-1]298]4,2-3-1%9145,34=-113411/433,45=-2669 N.522=-446Wl W5, 22-23-716311065,2324=-446&1064,]-24=-046]/1 W4,]-25=-4462/1081, 25-28=4162/1061,&2fc-4462/1061,84-3630.808 BOT CHORD 1-15-310/1593,14-15_-35]/159,13-14=-51]122],12-13= -5611-12=566Y2586, 11-2]=8968184,27-26=A3fl/3184,10-28-E388184,10-2N,fi4=1640/316],29-30=69013167, 9-30=e101 WEBS 2-15=.156M7.8-11=-369023,414=-1]8]/418,413=-102/493,5-11=-48,@1]1, ]-11-621Lf0],611=369/15]1,8-10--0/461 NOTES- 1) OTES1)Unbaalm.d of live loads have been considered for this design. 2)Wind:ASCE]-10;VUI1=130mph(3secondgust)Vasd=1 of mph:TCDI_,Opel;BCD".0,i;h=25tt;B=45B; -¢4f1;save=4tt;Cal. II;Ekb G Encl.,Gi8;MW FRS(Elrectionag;centllever left exposed;Lumber DOL=180 plate grip DOW 60 3)Provide adequate drainage to prevent water Pending. 4)This truss has been designed for a 10.0 pelf bottom choN Ilvs loed noncollcurrenl Win any other Ilve loads. 5)-This Imss has been designate for a live load of 20.Opsf on the bottom cboN in all areas vdlem a redxngle 3&0 tall by2-60 Wdo will tit between the bottom choul and another members. 6)Provide mechanical connection(by Where)of time to bearing plate capable d withstanding 10010 uplift at)olnf(s)except aWle) ]I Wee USP USP THDSito(With back (awns Into tom cl&NA90 natls Into Truss)or equlvalenl a114-04Irom the btl e1M m canned t11Ls(es) T45(1 ply 2x4 SP)to beck face of conte tMIN l e)Fill all net Indies wfiere hanger is In contact 2d(lumber. 10)In tLEDOndlate3 3-100(0.148load a 3l 2d o the of t e times s.For more details rater ro MiTek§ST TOENAIL Dotal. 10)In the LOAD CASE(S)section,loads applied to the lace of the Russ are noted as trwa(F)or miss(B). LOAD CASE(S) Standard 1)Dead+Roof Um(balanowd):Lumber Increase-1.25,Plate 1lmosase=1.25 Uniiolm Loads(pit) Ven:13=60,3-4=60,45=60,56=-60,5-22=20,8 22-,60,8-9-60,16-19=-20 Q IxAIM9-x y[so,. We MLVOEO YI]ExaEEERINLE IIOEI►]Y]m.1Bm'DIwIBMBLL9f. L\IPwillo Poruscd'.MIIal4t—lu¢rlhb JJ'..uNY up3n Iwlu ieleu Mawr,..M m Iqutlxl dlMpvalmxenLrot Glv woos.eslda ve.ow Wood orw41w mut with tris noptro/IY s okwM Vumralm oW PopeIIY hoo kusa[LdablNwlllearertll rxg19 m431.a6e9trmalaeslDPawrnlxwAIahaxAa wwww min alold meml»I5a4ysomessenraalxxwyreloPeNrlarwrna�aq k' t tlwaYllWawU(U W21m PMb1ABYndu14 M111 ondeeQess". abP posim,[ge. .D%iodMdPIce LP�4911a 6into Fel eN4. lohLml ma9a.aNney.arecmme I+Q+cawmmatwmleun.e✓�xwlnl awhcm.a.bxa2m4Fa n+srpcdrwrl.+ SWlxtrbnrmr dwhNetrdn]ns W1e FMAe,21BN.les3hae1.916312 NeiaJh VA22311. Teras.Fl 331Y nlss YPe TILggBPB t1aVTW Tae Raul Ep%iIRY61 1 JOE Reko6 011om BJtlkq Calpnaa SUF9H.JNW W WY.Fl 3YYY Rlrt.BDIDs JDOY5.16Mf 80108JM25R016 M1ek IMuffiI7.1% RI FW W If.2a Y01] PBq R ID:WccOBUC_ppF]oGIMW1EMZIWI]-tlBVOJCFrveDskysYeWIPWY1 LUP4MKCnLCBYoggL LORD GME(S) St.dE G Dene LO QE) Ver:B=W(B)11,W(B)to-c9l0)25=97(B)2f 97(B)27=A (B)2B=O0(B)29=-159(B)30=113(8) ALW]rXM4-vanry ee�pripersaxt�aaRsanxasssorvT.wsarvOWCLWFO amsrxEF[Ra rvCEvac[w]eAm.rOpvmtsecsoes use LaY.s Wkt Id sae WYwIIII MIIeA®ewreeim IMelesyT 6 W.v]oN4 ulwn(.alamien Tnwn.�mtl61d m YVMWAW LWiMgcwnpdreM1 rvrl 01a ryalan.Be W e ue.Iln Ie W p tlmMllel mul vellh lln 4XdcRiN of tle Wye p�anetert ad gonellY kcdpdaM M[IesOn Flio C¢ovatll wnle�IVI.R+wkxvnaltmw�wlnawFvaxlonuumawoawor�raralllallleal.orvv.wulualelllP�waleealtll�wlllawre b(MT81e31etlb YYTlhatlbPeueniCdtT N1tl1V>QTa C✓a1u✓1kM'W PWMNU 1WY.faB leltl gbMele9ialG Ae BWk P..E.WI' ItlaMwlbn tlwtge.tleN91Y.9ecXM mi dal'19 of Dlmasaq bW MIe1n61eerXY/IRI xh OAdPatl YC9 buFlnOCa 9 MYYNmmpm oMMe Yan Inv FMle keIIMN.R1e Fl lee 91eel.5uIb J12 V.mu.Pb�tlrlY3 VRRYJIG. Tena,FL 3Yf0 — ypB i1Y3618R] tMlsion i47 Rml stwoei 1 1 'Job Relererc004a1191 9uitlnBCmgoneMSuppb.A[bonvlY,F1922Es Run'6010a Jun 252016 Fin1'GOt0 aJm 252018 MTeY Indd,W.lnc Fi FeEo31f21"N 201]Feed D:WccGBUC_PpF]dCftMN HHiIWI2dSVWcfrvaDskysYeW PWyx70LY8C1mgKCOL40xoggL 2ao 'SPO 800 laza 11" 2sso 2Uo 4H, 6 Po az-e ata 800 sok-1..1 6w 1t ss 11 = if s 21 22 6 0 ] 20 N sdp 12 AILED 891 66= 26 [T, 2N II 8 e 13 12 11 10 9 ad II 4.- 415 Iz10= % 4.= SB II NAILED Walz -Do ao.o 81w ns-0 zF6.o 1-z9z 941-00 A-. 9so 800 Plate Often n- 11'o-3-e Edgenfio-x-lz 57) LOAaxO(pd) SPACING 2-PO CSI. DER. In goc) Vdet va PLATE6 GRIP TC 20.0 Plate GOP DOL 1.25 TO 0.87 VBn(Lq 0.12 P19 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL t25 BC 0.67 Vann) -0.24 Pll >999 180 BCL- 00 ' Rep Sines In. YES WB 0.44 HORQL) O. 8 Ne Ne BCDL 10.0 Code FBC2014/FPI2007 MaMx-MS Weigh:12510 FT=20% LUMBER- BFIACING TOP CHORD 2x4 SP No.2 TOP CHORD Sinodural wood sheathing direct,applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rlpld cohing dredlyepplied or 8-0.0 op Dddq. WEBS 2x4 SP No.3 MlTek re—frons ds Nat Stabilizers and required crow bradng WEDGE be inddled dung Wss erection,in accordance with Sh blllaar Let:2x4 SP No$Right 2x4 SP Nod Irhdellailon aide. REACTIONS. imm.) 13=1006at" (min.0-1-8),0=969th-5-6 (min.0-1a) Men Hors 13=94(LC 11) Mar Uplift 13=-345(LC 12),8=-253(LC 12) FORCES. (10) Max.CompMax Two,-All forces 250(Ib)or less expand Men shown. TOP CHORD 34=-1106/411,4-20=-1428/491,520-13,ftr 0 ,5-21=12151519,21-22=1215/519, 6-22=-12151519,6-23=12(ft535,]-23=-12821535,]-2b130W621,24-25=14011505, 8-25=-1506(499 BOT CHORD 13-26-136(493,12-26-13W493,11-12=4161208,10-11-394/13,16,9 10- 9II46. 59-3461252 WEBS 3-12=42811151,412=921/422,5-11=-2=52,&I 1=-28 01124,7-9-7/355, 3-13=WW24 NOTES 1)Unbalanced mol one loans have been considered far this design. 2)Wird:ASCE 7-10;Vult=130mph(3 second goat)Vwd=101 mph;TCD"GPft,BCDL=5.0psF,h=25t;B=4511,1=24X;save=4t;Cat. II;EV C;End.,000=018,MFRS(directional)and C-C ENedor(2)0Q0 to 3a)0,Interlor(1)3-0-0 to 9O0.ENedor(2)POO to 20-50,Interlor(l)20-5-0 to 25-5-0 acts;cantilever let expceal;C-C for members and!forces 8 MFRS for amphora shown;Lumber D0L=1 60 plate grip DOL-1,60 3)Provide infatuate tuate drainage to prevent water ponoing. 4)This Wss has been designed fon a 10.01 d bottom chord On food nonconoddent with any other we(cads. 5)-This tms9 bas Open desigre0 for a I'Ive load of 20.Opsl on the bottom chord In all areae where a rectangle 3-50 tall by 2-0-0 wide will fit between Ne bottom chord and any other members. 6)Provide mechanical connection(by dhend of miss to bearing plate capable of w6thstanding IOn M uplift at(eim(s)Newport(g=1b) 13=345,8=253. 7)'NAILED'Indicates 3-100IDA Was')ort-12d(0.148'w3.2S)toe-nake.For more details refer to NITek's ST-TOENAIL Dddl. 8)In the LOAD CASE(S)section,loads applied to Ne lace of the toss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead.Roof Uve(balanced):Lumbar Increese=125,Plde Increase-1.25 Undorm Lowls(pit Vel:1-3_-6p,3-4=60,45-60,57=410,7a=430,10.17=-20 Concentreted Loads gb) Ven: 26=32(F) Q wIMY]d.Mray Mwgn Fete-.-,Ado..ow ras ANO MCLU0E0 n.Mat USE DaNso,ed.—no"a"faim c.—tor,.Rkded�9[nstlmlYN*+��Wonelers Ygvn.ad ala an MINaq haeAgcumpwr911,roi elpeadan Pahm us.ttxi6u4Ax1 tleWYw+muslvnlN lleIXW MAINoI MY{T rrnmnlmfop pc{uOYYhodMdoxtden"loo 11om"I' dNpds6Jn.Huirg YhS Ietl YlopeveniM]fYgdYtTIAJTmweOm]/wclxVtlmen�bnacMY.MA9lbrullanFuayaq FennONrllpa JV bdWiKr%JAw11a iY11INad WPeverticoLgm MT MRMe pnorJl4ry atlpc{alYdan4R.res�BhCY P��ahN'xdrV l,e kbkalb,.aMay.ddrvlry.ereclknatllm#p ol0hm3aaM RloayiMnu aaBWH/TIGWII]CXIMb.O6H9m4 M:L Mrtlhp Canpwheri Wo4Peb EedeW 9dely Ybm�rn aMd'HYanl�Role YUONIB.21eN Ipe Ski.91@312 PHmn]1h VAY1311. Table.FL 51910 jobrase !I� T10'JeiRB 11635TH TI6 W 1 !JCD Rall o .onal addr,CMpmnr super.Jaa ep m.R Oates Ran 8G a Ln 25 otle PM-6010 eJui 252016 MneM InaexrW.6r. M FSU0914N M 2017 Pass I IDNocGeuC_ppF]uCIwIW]EMMr75f30Xygbgu IM6RICEHe29UOWsipF6WWudazo K ]411 1660 1439 1]-5-0 gs- T40 360 440 301 8448 Sfeb=1:40.7 BIB 1\ axe 11 3 0 2+ 4 Box, tz v4�� aw]i 2 is a5 19 z34x5a 11 + T �a 0 0 B 31811 orb= - 46= day 11 _ 1000 +as0 F z438 +0.09 450 4108 R t Of eat Ixyl- I 'O Ed I n o- -1 Edo I LOADING loaf) SPACING 2A CSI. DEFL. In ggcI vaim L/d PLATES GRIP TCU- 20.0 Plana Grip DOL 1.25 TO 0.46 Ved(LL) 4324161] >999 2M MT20 244/190 TCDL 10.0 Winter DOL 1.25 BC D82 Viet(R) -O.58141T >506 180 BCLL 0.0Rep Stress Icor YES WE OAS Honl 0.05 ] We We BCDL 10.0 Code FBC201471,12007 Metrix-ME Wel 1081b FT=20Vw LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structure]wood sheathing directly applied or 4-1-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rlpld rash,directlyepplifixi e-8-2 oc bradlp. WEBS 2x4 SP No.3 Te" recommends that SlalA'I- and required cross bri WEDGE be InstNled during tM33 eredlon,In accomexas with Smbill2er Left:2x4 SP No.3 I�Stallellon alae. SLIDER RIgM2x4SPNo.31-8-0 REACTIONS. (IWsIze) 7=872r040 (min.0-U 8),1972/0581mIn.Q1-8) Mex Hort 1=11](LC 11) Max Uplift]=-255(LC 12),1=2WfLC 12) FORCES. (Ib)-Max CompJMax.Ten.-All forces 250(lo or Tees except wfien shown. TOP CHORD 1-10=-153N568,18-18=-145&STB,2-1&-1386592,2-Y-128&550,320=11031513, 20-21_1103313,4-21=-1103313,4-5=12821549,5-22=13881588,2223=-1434/5)4, 623=-1504/561,6-]=-959/0 BOT CHORD i-00=450/133],9-10=2851125, -1 OW407,"=-34M451282 WEBS 2-10=-3]0256,&10=-10&430,4E=-10&40T,5E=-34Y245 NOTES 1)Unbalanced roof live loads have been gonddered forthls dadgn. 2)Wind ASCE 7-10;Vu0=130mph(&second gum)Vasd=101mph;TCDLSDpsf;BCDL3.Opat;tr25ft;13e15ft;1=2411;eeYs--eft;Cat. Il;Ex,C;End.,GCp19.18;MW FRS(dredlonag and C-C Exiedor(2)660 to 3 0.0,Intetlar(1)3A-010104 0,Exterlor(2)1O0-0 to 143-0,Inti 18-]-15 to 2438 2one;G-O for members and forces B MFRS for reactions shown;1-umber DOL=1.80 plate grip DO1r1A0 3)Protide adequate damage to prevent water ponding. 4)This Truss has been designed for a 10.0 psf holmn Chortl live load normoncurrent with any other Ilya loads. 5)-This toss has been designed for a live load of 20.0ps1 M the bollom Chord In all area where a rectangle 3-60 all by 24).0 w1& will fit between the thdtom chord ala any other members,Win BCDL=10.Opsf. 6)Provide medoximal comedian(by others)M truss to beating plate capable of wthstan ing 100 In uplift at Ioinds)excw all ]=255,1=255. LOADCASE(S) Ste aleN QN4 -w ,!rale'prmrV wem"A'ad"Bade P is.NCLY0E0 YIEaaaFEe4XCE Ilea Ni)4Anv.140.VAI66EFONEVYE xwwr vWet«lae«ey Mm Mlwea-n—Wi.M[elaYT6dtA MYUPonNmleRla LwwnagM1 W m F3ucXM aukMge«IW«nit ro+ ts wm-.�r«e—xw.QpOSLL311«mwlvenry nngFrcd,IMwoaYgl p�aneienmtl wopam F.cuw^are Rt,✓ $,Flo Movcldl imiesrde8P49aJ"9YVAcoleOabl/even+dA]sgaYMMYxIRweaatll«cMamembPenor. emMW aglnrmanmla«'Ir19 aMITOW ftep 6(Mryr6plMlWaIWm WJio w%/enlcatye xlm lwsLa@e«x48MeY�dPW«IYd(x1NN6 rd par,aruI9lYJtnce legadlpM 6pw FIN Etl BW. sYllnbltldWa.dJhaY.eleclkxlm]MUJlgollnmsraq M1YOMIem[ I/MI YUWYC11Mb.D96aFm4lGL WNgC«Manarlr palrtlpmrdur wWAAyewn Inahole htlM4e,21e N.1ee51rwL 5116912 Nematlb VaR2311. Tenpa,FL Y1610 mass'laaaOA WB aypa TINMBA HV 1 1 Jpp Refelerce 11m101 Bu1AnpCmpmeN suFPy.Ja[FswrvXb.F131256 Fun:. IP., rstas4n:.a...r sA16Ok TAdWm1424 D:WaGUCMW _ pNryWo11 14 D0 .ta sloB stop e7.s f:4x $Cele= A $ffi- IIIc 3 aCO F12 8 A 4m. 4ffi� 2 4 1e 2t ass s 1 a yy IS 10 9 a T Orb II 2y4 II 4.10- affi- 24 II 3ffi II ati I slop Is. I snu oza PI ofN Ix vt•- Haza 04111 ruo-3f o-1-s LOADING(Pat) SPACING 24D CSL DEVIL. in 0oc) Well IM PLATES OMP TCLL 20.0 Plate GJp DOL 1.25 TC OAS V.M(LL( -G.06 1-9 >999 240 Ni 244/1W TCOL 10.0 Lumber DOL 1.25 SC 0.50 VedQL) 0.19 141 >999 180 BCLLDD ' Rep Stress Ina YES WB O.Q Horx(FL) 0.07 a we No BCDL 10o Gode FBC2014]FP1207 Melrlx-MS Weli 11811, FT=20% LUMBER- TOPCHORD N4 SP Ni TOPCHORD Slmduml wood steaming directly applied Or 4-34 oc pudlns. BOT CHORD 2x4 SP Ni BOTCHORD Rigid telling dlredlyapplled or%h2-11 oc brecro, WEBS 2x4 SP No.3 MITek rea rftnd' Iha151ab oas and requlred cross bracing WEDGE be mem".d1dFg truss eredlon,In acardsnoe MM Shitfloor Leh:2x4 SP N0.3 Inslallelian ulde. SLIDER Right 2x4 SP No.31-6-0 REACTIONS (INsixe) 6=972 haniwl,19]2A15-0 (min.of-8) Mex Hoa 1=142(LC 11) Mex Uplift 8=-255(LC 12),1-255(LC 12) FORCES (Ib)-Max.Camp./Mex.Ten. All forces 250(fo or Tess except when.l o en. TOPCHORD 1-18=-061W521,2-10=1488/542,2-19=115U431,319-10]d481,320=40]0/180, 4-20=-1153'436, BOT CHORD 1-101133,&4-2101=-14Wl M3,,5A- -3Wl13/5512,2T,-0-5 Y131258] ,64=3W135] WEBS 2-9-514249.44-488(240,3-9=166/593 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind ASCE 1-10;Vu1t-_1 Wroph(3-second gust)Vasoli 01 mph;TCDLd.Opsf;BCDbS.Di tb25";BASiq L ,If1;eave--411:Cat. 11;Es,C:End,GCpi=0.18;MFRS(direa40rag and C-C E dedor(2)040 to 30 0,IMerlor(1)3-0-0 to 12-2-3,Extedor(2)12-2E to 16-51 xone;0-0 for members and fomes 8 MFRS for mea4om shorn;Lumber DOL=1.60 pate gdp DOL=1.60 3)IhNs truss has been deslgnetl for a 100 pst bottom chord Ilve two n mornwnanl w ilfl any ower live loads. 4)-Thls truss has been designed for a live load of 20.Opsf on Me bcdom chod in all meas where a rectangle 330 tall by 2-0-0 rare MII fit between Me botlom chad and any other members. 5)Retro to glMer(s)for truss to truss connections. e)Phrowle mechanical whim,ollon(by others)of truss to beating plate capable of wllhstaMing 100 to uplift et joint(,)exmpt iii 13=255,1=255. LOAD CASE(S) Standard ALWIRXMd V ly e[Ip pammxarc FI gITIRdXO HCLYOEa IMEF PEiGIM[LP E ]>J .IODYN 6B Pauser .. I in i1k✓J'—h—I rot ararorihnq. lrhn oiar.'lI:e.. .. � r ret.a�nw 1 6( .'." erorladMah,ato o'—,rola-.Iar1.on,. ro ,uh kxvtao,droo,ner", .'n oll � -.m-Sa., 11.1, x .Me. .&H,o.mo d ,Bo"... WBM. pWlylrlpmdCn w.lktk M1cni Lim Rule YUM14e.21e N.lee Sheat.SR312 01e.a]h VFII311. I., FL.Mie mss rlcs roe me 8a tlBaSiM iso JB[XLkNO GMw .Job Yaeoo tonal fording CamaFlwpJmk.FI3138 Ra01nf un2z01Miil.YSed16Mne A_WGOrmxolbNOFEtlIW1:N Z ] yt D:,aCyFCIW]6MWr]ZNmkHNERCTa W MVkezoWGRB1zoQW 400 400 W Sole-1:15.8 3 z 6W 12 B 5 TIKYM 4 ms= 2,4 II PI mOfNd an- mo-o-oo-t-nt wmw(p.f) SPACIFgG 2-00 CSL DEFL M (roc) lost 1/d PLATES GRIP TOLL 20.0 Plate Edo DOL L25 TIC 0.94 VeR(LL) _bod Sd >999 2411 W20 244`190 TCDL loft Lumber DOL 1.25 BC 0.94 Vett(tL) -0.08 Sb x593 180 BCLL 0.0 ' Rep Stress Ina NO WB D.00 Horz(tL) 0.01 1 Ne Ne BCDL 10.0 Cade FBG2014rTP12607 MatNeNIS We1ght:191b FT-20% LUMBER- BRACING TOP CHORD 2x4 SP ND.2 TOPCHORD Slmdumlw so WNngdlmayapplWor4-OOacpudns, except BOT CHORD 2x6 SP No.2 add vericals. WEBS 2x4 SP No.3 BOTCHORD Rigid ceiling Elredlyapplled or 13-12 so Eradhg. MITeit racommerma that SteDilizers add required cross Macing Deinstalledd dWtmsserection,Inacmmance wlm SlaDlllzer instaflationlyruse. REACTIONS. (MiAllae) 1=574/0-58 (min.0-1-0),5�7Mtechanical Max Hors 1=aiLC 8) Max Upll(11=65(LG B),5=-134(LC 8) FORCES. (Ib)-Mak.COmp.J1Wa.Ten.-All loges 250(ID)or less excepl wtlen shown. NOTES 1)Windt ASCE 7-10;VAt=130mph(3a Md gust)Vasd=101mph;TCDL-Z.OpM;BCD1--5ppsl;h=25X;B=45tl;t-24ft;eaves-Rq Cat. Il;E tp G;End.,OCp=0.18;MWFRS(OirecNonel);Lumber DOL=1.80 plate gdp DOIa1.60 2)TNs buss DasDeen designed fore 10.0 pst bottom chord live load nonconclatem Mfh anyother Ilve loads. 3)'This truss has been designed for a III Ide0 of 20.Opd on the boltan chmd in all areas where a rectangle 380 fall by 2-0-0wlde will fit beNreen the bottom chord add any other members. 4)Refer IO gbdedy)for Muse to tNse connections. 5)Protide mechanical connienon(by others)d truss to Deadrg plate capable of wiNatendhg 100 lb uplift at joint(.)f except 01=1b) 5=134. 6)Use USP THD26(With 18d nails Into Girder 8 NASD calls Into Truss)or egUlvalent at 2012 tram Me left you to conned Morelos) T49(f ply 2x4 SP)to front face of bottom chord. 7)Fill alt hell Dolan Mr.hangers in correct Win lumber. 8)In the LOAD CASES)sedan,loads applied to the face of Ne three are noted as front(F)or beck(B). LOAD CASES) Standard 1)Deed.Rao(Live(balanced):Lumber Increase=1 25,Plate Increase=125 Unions Loads(Pd) Ved:1-2= O,2-3=20.441-20 Concentrated Loess(ID) Ved:9=952(F) Qsproom-YYM 4[wTM'w^M�Ne=-n MOTrcomeo 6WO MChrunon IEN e9iA4NCE aancIMWAsal'I -4`.E �HA,fea deA®cdedi ud.r, aEmaJdYYunnn ppanere¢iMtwn.aM hlamhANr9M r�aaM root,..ml In6g4en BBMB W.IhedW V��mud.r,B¢aFpcaLJIY oltl��pa�malasox]IaM+�IY h�lbi�e IIW�]eq�Fln Ma Quem a�V de4�.9[1[Yp YA[nle]abgevenl WMXp of MrLxl lmvweDUq/w asset mmmw eoNy PdO1Mrcl lamFuaY m'1r,o 1. l pIXkp eduaPraaledla asoar,aglogeVeNcdI4W WmWLie Lal fBxYmlpWedY ncpa. Iwtp�m,tla..fo ron,.—IPm pbX:pxclv[Iprye.rLlSay.ereclbn ad ba]rpollnaaaMlnm M1^incwMN3Um10utllly CrlMb.nLde uM XCL WM4q CwnpanwYeBWPW.1. 9yr[y YlbmryWr audab Yan O�v Rab Y,NIUM.21e N.lee.Ireet S11e 312 Noxa Th VPRR]II. Teirya,FL 3Y10 ss yea m6 aa, 1hadi Tan HW Hb GINn 3 , job Masa Job Reference liorel BJgYp CMpwNsµTAy.JBex9nWi.Flala% Pin:eD108JWIf5fO16PiM1:0010eJYnDlB8ydlYbRhMKt FIIF YMIH<Y]f0"MT ID:WccGetK;-0Df7oGMIW]EMEIW r]-11 BBydl%GVbHECb]KAI08e➢TYeHHBM61AYf11T]oggl 2-00 -0L 2-60 2-09 "�N Slope.1:10] 2 6.00 12 fee JNQI 1 a S'ai A over II 2 00 80 2 00 280 Pial Obaets(YY) 110.2-1261-111 IYD360-2-01 LOM11i(Seal) SPACING 280 CSI. DEFL In (Loc) Vde0 Ud PLATES GRIP TCLL 20.0 Plate GNP DOL 1.25 TO 0.31 Veri -0.04 b7 >0gg 240 MT20 24L1g0 TCDL 10.0 LumberDOL 1.25 SC 0.58 Van(TL) B0 4-7 >557 1B0 BOLL 0.0 ' Ree St..Ixr NO INS bad Hori 0.11 3 Na we BCDL 10.0 Cade FBG201NTPI20D7 MatlLx-LaS Wei 1316 FT=20% LUMBER- BRACING TOP CHORD 2x4 SP NaE TOPCHORD Shudurel wood sheathing duec6y sell w480 m pu0lna. BOTGHORD 2x4 SP No.2 SOTCHORD Rigid calling directly applied or 10.0-0 oa bracing. WEDGE MITek recommends Ihal S(ffiIl m and Met cress Emctng Lett:2x•1 SP No.3 be IIwmlled dudrg hud 5 erecllon,In accortlanco Win Stadlluer oftesoIIOn 9nmB. REACTIONS (Ibslze) 3=SBM1eGleniwl,0=110.TAechanicel,1=18fl/0-i8 tale 0-18) Max Harz 1=42(LC 8) Max Uplift 3=42(-C 4),4=-28(LC 8),1=88(LC e) FORCES. (Ib)-Max.CompiMax Ten.-All forces 250 M)culeas excepl Mien shown. NOTES 1)Un6Nanced r7-I lave loads rrr p been conaitleretl br Wa desgn. 2)11;Ex ASCE ., G;Vu1t=1 MW RS(direr gusQ;LuMb 01mph; plate SCOL-S.Opsi:1x250;B=a50;L=240;eeve710;Cat. II;Exp Q EPG.,G drainage MW FRS(directional);Wmber DOL_-1.W Dlale gtlp OOL=1 fi0 3)This has been drainage to fora1prevent wafer ponding. 4)ThisMaxss hes been designed bra 10.0 psi Whomf20 chord live loetl nm chord in ftt of ask d shat er re loads. 5)'This truss hes been designed for a live load d ounter on Bre bottom chord in ell arses wfiere a rectangle&601x11 by 2-0-0 Mde willISbetween Ne bode.chord dIM anyotlrer members. 6)Refer Provide gsichas)for Was to true connections. 7)Hangemor other connection(by o an di of(mss to bealing plane to su of withstandingserraed 10016)1110 covers)3,4,1.b 8)Hangers)or other 911,Main ndi 11(T) p all be-roomed tom deal to Theden concentrated f such 11 Ib dated end 7016 up o 2-0-0 re top chord and 1016 down end 11 Ib up at 2-2-2 m bottom cM1altl. The desl9NseleGlon of such connected tlevice(e)H the rn thellOAD oiothers. 9)In Rx LOAD GASES)TeGion,loads applietl m me lace of the Was are noted as Imnl(F)or beck(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balandand:Lumber Increase=1.25.Plate Incr eche 25 Unlfam Loads(PI) Ved:1-2-_80,2-3=60,45=20 Concentrated!Loads(Ib) Ven:8=10(0) �WAPNwa-Va.Yry OMpnpemMNY rend aFAONOTEB PY TXB AXafICLWfa MIEk PERPINGEVAOEMi]e]f m.laffi2YI8 afFWfaaE. IhWynvtlM]lonm mYYvmm Mllc#ononmdm.IW Wahn6Nda8Ylpa�Wdnele¢51own,mtlkla ire M1NdM lultllq m'nWneni.ml also ociI esodc" IMeor., Mimi muslm MegyAhtI-.oGT Kirov l i xr Fcdpolaly XMWi4nlnlr ovaal IrlaIg Puck ¢Bq or.abecweMi 11YporIIxMY'J11—i irwaro oluordnCunua .PWflWdlemVxay wJ pamrnSnlaa%p hdwtryi lbgletl la 9aAlN,ilxllo we'/a•Icagze Wlli lxNwxd VOliolVA nyy atl goMNi. faeawla guYlalce�ryF>•aly 8�e sax re L=rd, IR LaIbn Navda.MMny.aex:IbnadM IIp ol6ucesaN bio Syalemn Bc[MN541MIOWIM nIIBiay U8ad9 aIq 6CL auBu+9Conipalwa Terrye.FL x9110 ayNyaYpmyMl wdtLe ken]noflde IMMIIe.219 N.I.ee$Re81.9I1ea1R.PYBm]M VAY[e14. r�5 ox e :.L. rix Rml5ptle1GY0x 17 1 JOE Rekrawe o Lionel Suggest poup,nux Supper JxFmmiM,FlSnoe Pon'90105 Jus M2016 PM-9010SJM Re 2m8MTeF IMWIW YC. iXFMOd teN'YI RO,]Pay t ID:IN¢OBUC_ppFIOCIMW]EMZIWA-11 B8ydi6MRbOhp7d .sffVFHe061A1MTmggl 64] 1529 16312 2650 259-0 ffi40 69-0 31-1 61J 4-0i NL 4d Scale 1528 6ffi_ 3 6.00 F12 4 4u ]�= h10c 1I� 5 NAILED 12 11 10 0 IB 8 20 SB II 2x411 410= 3,13 Mr2LYis= SSB= JUS24 7411 NVLEO NAILED 617 12-2-0 2550 2500 2800 64 61-1 329 I 4.00 Plate Offeare MY)— Ir0-2-120-0-7I M'0-1-1202-01 M'0-0i 0-z-01 U'aa30-2-121 [WO-290-2-121 LARDING(pat) SPACING- 2-00 481. OEFL In 0.) Vde11 Ud PLATES NBP TOLL 20.0 Plate Gdp DOL 1.25 TC O.N Ved(LL) 429 8-9 .899 240 W20 244/160 TCDL 10.0 Lumber DOL 1.25 BE 0.90 Verl(TL) -0.M &9 `95 180 NT20HS 18]/143 BOLL 0.0 ' Rep Steve Inv NO WB 0.92 Hori OAS ] We we WELL 10.0 Code FBC2014RPI2007 Marmt-MS Werght:10b FT=20°6 LUMBER- BRACING TOPCHORD 2x4 SP No.2'Except' TOPCHORD Samund wmd sheathing Brecdy applied or 2-1-2 oc purlins. 59:2x4 SP SS BOTCHORD Rigid ceiling directly applied or]-99 co bracing. BOTCHORD 2x4 SP No.2-Except- fall recommends,Mat Stabillme and required crass loading SP SS be Insisted Outing here eachon,In accomaxe with Slablllzer WEBS 24 SP No.VE.OpP Insisladon Ide, 4-9:2.4 SP Nc.2 WEDGE Left:2x4 SP Nc.3,Right:2x4 SP N0.3 REACTIONS. (10/51x¢) 1=132800-59 (con.a1-9),]=189(VA1-58 (min.0-24) Max Ho. 1=-143(-C 6) Max Uplift 1=335(-0 6),)—933)LG 8) FORCES. (Ib) Maz.Comp.rMex.Ten.-All forces 260(Ib)d less except when sM1own. TOP CHORD 12==233MOB,23—lM /539,3 —1 WW5 .4-6=-529411323.5x3=45 1093, 6]=3455093 BOTCHORD 1-12=-484'2013,11-12=-06112913,10-11=5622543,9-10=5622543,&19=65603045, 819=650i 6-20=947/300.5,]-20=64]/3005 WEBS 2-11=-0]4216,3-41—WWI 33),4-11=132W415,4-9=]60/3101,59=-26064]23, &9=395/1645,69=31/851 NOTES 1)Unbalanced roof Iive loads have been conacered for this design. 2)Wind:ASCE 7-10;Vult=1 Sol(3-second gust)Vnsd=101ml TCDLd.Opsl;BODLdgpsf;E-2511;374511;-4MIp eave=111;Cal. II;Ev C:End.,00pil10;MFRS)di.volls);Lumber 001--1 0 plate gdo DOL=1.60 3)Provide adequane dmnage to prevent waterponding. 4)All planes are MT20 planes unless othermse Indicated. 5)Trus trues has been deigned for a 10.0 pal Whom chord live load nommocunanl with any other IIVe loads. 6)-Thin hues has been designed for a live load of 20.Ood on the bottom MOM In all areas Santa a mdargle 360161 by2-0-0Woe Will lit between has fortune tiles add another members. ])Provide mernanical connacfon(by others)of floss to bearing plate capable of tWMstanding ISO to uplift s)olnf(s)except fill 1=335,7=433. e)Use USP JUS24(With 1Otl nails into Girder&1D nails Into Truss)or equlat ent at 2444 from his tell and to conned urade g T50 (1 ply 21B SP)to back lace d lbumn Mord. 9)Fill all nail Mies ethers hangar Is In contact MID lumber. 10)'NAILED'indicates 3-1 Ed(0.148'x3')or 3-124 IDA 48'0.25')too mile.For more detsb refer to MITek§ST-TOENAIL Bass. 11)In Rue LOAD CASES)sectlon,loads agplled to the lace of the tmss are noted as hold(F)or back(e). LOAD CASE(S) Standard QWAa1AV-Yw9y 4e�1rmnrtueW aFJON9rE50NTIN5 M'O NCL00EOWIEx PEFEa4NCE/4Qeai]4Am.lOWSYIeaVMEOg. ��WFlla veaiy MM1s INIxk6cenrevhxc INs�Mtlpi k4arvf wiY uWn Wusselen NuwR a'tlaMm MM1tlwl h/]re canWseni.rot NR W51Bm.9eb�aue,an dYdsq Oafq�sw mulvaOh d¢gTltdYNoldeN90 m«.d rasaq Pq�dY MUW ab X4[rVu4TInb M1¢Duval n°wprlvyx�.9«FV F�xnleenrol>e+rx�6aeF�o-u ala�weoa,.vUa d neelsanv.Ai dla.�w�av�d1>em��eelblwlre oek' d ktlu.]RUPRedFnYtllM WJbrAeY61s1CNgg9 WM1%ruWl'+ae'/x6 FslrYatlpcgwlydn�ree. ray rd Pbu Fadvrdudhn k6lculM YdgTe.d&xe�Y.as4madd¢Fpdnrmvadlnnryaluln RMld/Wll Flo>•i CRwb.p9900aW CLiYIIIpCannesw0 ee04P d""SeMO. eyiMMMIm aYdYAO M1dX IIs6R]IB FAAM.21a N.lee9hael,91Yi 312.NeiusJb.VRYL911. T.,FIL 3MIS ". �T.Typ Y 71,0a aaa tONSrW Tsz Rro1 S[MCeGiWF 1 1 Job Reterorlce o Ilonal ButlYp CafpglMl Suigly.JazNwnvik,Fl3RP56 Rln'8010¢jun R5H.Cltw V71E eJIm A52018yde VbRb 1p IIN iH F6b MF1 2]ROf] T 2 ID:WccGeuC_ppF]oCIwM1N]E1NiIWn-11 BRytlICCVeRbOb]KiJ83e2aNTVFI2061RtiM1Tzoggl LOBO CME(S) StaWard 1)Dead a Raaf live(balanced):Lumber Irwreeae=1.25,Plate Increase-1.25 UrMonn Loads(pli) VM:1 E0.3-5=E0,5�-410,6-]= ,13-16=20 Concentrated Loads Qb) Vert:6=13(B)8=35(B)t 9=687(0)20=90(8( WPIfNNe VMIy EeYpnpww�art-,Fede NOIE9 OX I...a M[LU aM/IEN REFER .IgOEY)IAm.lO7 1MIF a.YK 9g�vtltl lu uz oMy Wln Mlldt&�mnrvclan.IM WWx, IRtimaf anIYN*'��P'>'urelm Num.a'dh Iam MINQM dlltllq cmmWrenL rot aIm ayLem Belao i¢s 1M1LL"lyq tletlP¢�muilYMtyIMgTMMAIN+1a�WT. rA"avanximwe]acrovly MapvaM XMaefW�MalMove�tll �agmea. RmrorKJaaba6lo P�renla-cntp«roMnwlrlmwenavu apramel��.wv.rodlwwlemno�walal>�m�Wala�ro MITek' kWplzrW�fniMiNm]bpevenl cdkms WImV+�eVero�vJW�Y avIP�IY Wn�e, la 6Rlatl P✓Jeiwa�eP�9 Ae kbtaltn aia[�.CWVM'.gaclMatllxa Yp oltumaad 1,aekxntw,Aee IVII VA.C,aMaplB E9aq lCllWMeCanpaWnl BW<PeFL EM9Ytl. f WIy YYmMm avfY�twn inmN�IrelMlla.PIa W.tee Stmi.SI6]I4,Plswtltl VTT1]I0. Teirya.FL 3M10 r1as Una y "fid 3 116dSTM iso FmlapYbl 1 JOO PelerelCe Osla Budder,copper.Sul/.Jtl ...FIY2X flan.solar,Jun252116Pnnr.arm...252a16Mes IINIBIINB Irt Fn FBbWII2<A2c1] 1 IPWc Gli ppF7 CIMWMM2RVr]-VEIWMuzpjlDe9KIMgLgOSr KOR2GFgIYP=rsogqH 617 122E 1686 M" 2l 6-17 61-1 65-14 5410 6wN=1vs0.] 61B= 3 60012 1e 20 2 4 21 I6 @ 1 6 m d 11 10 0 B ] Sx8 11 21 11 4x10= w6 MTAH6= 4b= •M If a6 1 bT] 1220 105-0 1 2 9-0 2600 6Y] 641 62-0 6 5410 6-00 PIt Clfses(Xyl- 11'02- 20.0-711 ,10-2-1e0- ]t LOADING joint SPACING 20-0 CSI. DEFL in (roc) Well WPUTEB GRIP TCU- 20.0 Plate Grip DOL t25 TC 0.75 Vel -0.14 8 >999 240 Isi 24N190 TCDL 10mo .0 Lue DOL 1.25 BC On Vet(R) -0.M 510 a898 180 Mi20HS 187/143 BOLL 0.0 ' Rep Stress Inv VES W B OU,, Hor2(iL) 0.11 6 Na We BCDL 10.0 Code FBC20141TPIM7 Metdx-MS Weight:1M Ib FT=2V% LUMBER- BRACING TOP CHORD 2x45PNo.2 TOPCHORD Structural wood sheathing directly applied or 2-2-0 oc pride. BOTCHORD Prat SP No.2 BOTCHORD Rigid celling dliectly applied or 680 x bracing. WEBS 2x4 SP No.3'Except' MITek recommends Mat Stabilizes and required cmea owing 4-10:2x6 SP No.2 be instal'ad dudng truss eredlon,In accanda 9 with Slabill28r WEDGE Installation guide Led:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS Otvslze) 1=1190'05-8 pi 061-8),6=119(/05-8 (min.O-1-6) Mex Hoa 1=-144(LC10) Mex Uplift 1-312(LC 12),61 12) FORCES. (Ib) Mex.CompMrs.Ten.-All fomes 250(Ib)or less except when shown. TOP CHORD 1 18=-2055/885,2-18-1922679,2-19=-161]/592,&19=-15338608,3-20=1525/590, 4-20=-1616/575,4-21=-2 8 31919,5-21=-2629919,522=-1908698,6-22-2073605 BOT CHORD 1-11-502/P67,10-11=502/1]6],9-10=-]0812649,0-9=-n62649,7-8=-538/1]84, 6-7=531/1787 WEBS 2-10=498220,310=2643889,41R-1421/550,4@-438229,58=297/1012 NOTES 1)Unbalarwed roof Ilve loatls have been conswored for this design. 2)Wind:ASCE 7-10.Vu1O1301(3aecond gmp Vasd=101 mph;TGOL-5.0psq BCDL=5.Opsf;h=-25X;Bii,15111;L-2411;eav�J�IX;Cat. Il;Exp C;End.,Gi S;MWFRS(diracllolwl)enol C C ExNdor(2)000 to 3001ntedor(1)30-0to 12-2-8,ENercht?)12-2-8 to 15-241,Intedor(i)181 to 291 muss C for members and foram 8 MFRS for reactions shown:Weber DOL=1.60 plate fund DOL=1.60 3)Provide adequate drainage W prevent water poinding. 4)All plate are MT20 plate unless otherwise Indicated. 5)This pride hes been designed for a 10.0 ps1 bollom chord live load nonconcunem with any other Ilya loads. 6)'This pass hoe been designed for a Ilve load of 20.0(,1 an the bottom chord In all areas where a rectangle 360 pul by 2-0-0 aide Nil fit bonsween the hodan chord antl ery other menbee. 7)Pmi mechanical connectlan(by other)of truss to bearing plate camps of withstanding 100 N uplift al jolnRs)except Olio) 1=312,612. LOAD CASES) Standard W4PNw4VMg4etlpnpvmMW.w4eEIa NO]Ee eI IHIS ANa M'CLUOEOWrEx aEiNIMfE IIOEIY]4Am.lOa1R0169EF0.4EVSE I%rslyn WNIoluseaxeYwilm MIIeA®cmnecbrt.as,N 11—,-1,sxrr.rbomelenfnarn.aM hkxm MIN7.✓I bus,: canR Wni.rot Is Inamlam Bshrs,[e.nn alitlp,Y4yw muilvMlY IMaHMM11N aCv.'Pw�>rolaiavl waronr llcmpclale IMtlm\m Nro ow owe a4mpaegn aamalniKmeabwaWwnal.annallmanll�waoalamcnaamama�Worvv. ,we1w1a1e111orm"' ramlmenla�o MOW bd iledownb9a<ilNaholo I.cGgm Mb IXNYe i is peMa gMlvse legWOg fine 6Y talon.pe.",do", pecon,ad true(of lnm.md Llnryalrs", .VIWMI WtlI1F C1Me,mLH aW aC61WMn9 Compossum mag Feb sed sal I1YmMm avWtle M1cm 1ni FWle xu60ae.21e N fide.11 ]12 Nemxlsp VI.Ytl11. Tempa,H 33810 "ItimhoFly aNW 1,IX13iOP TG1 flMl$shl , en Reference Us. o lo, 9uW®CmgmHt 3µTR/.JY.bxMIY.Fl areas mor am Ln 252D18 RX'BD10e Jun 25201aj6k7r,WWma Dc fn FaLIX11 PUIJL1M]PBypl ID:WccGBUC�pF]aC 2190 zIWr]zQ1uNJI6kT9rkkWRCt2910 BSI;PUUU5mMzoggG Bf-] 1229 X14 2190 _. _ 2&BO 6-1-0 6.. 4344 Se-10 BOU SpIa.1S0.8 6x8- 3 BAO 12 IB 19 bT6_ per 4 4xe c 2 21 Y2 1] 4 9 1 6 d 10 9 3 ] 4611 2N II she= 3xBMr2Gf15= 617 1244 21 P0 2849 61-0 ~ &1-1 BBB 800 PI to OIIeM 1)<YI- 1 '02-801-31 I6'O2d OP151 LOADING SPACING 200 C&. DEFL In (loc) VdeB 71- -fd4dS TES GRIP TCU- 20.0 Rete Gdp DOL 1.25 TC 0.7] Ved(U.) -0.23 7A x898 O 24M190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Ved(TL) -0.63 ]A >584 18]]143 BGLL 0.0 ' Rep Stress In. YES WB 0.70 Horz(TL) 0.09 6 NeBCDL 10.0 Code FBC2014RPI2007 Meld[-MS ghtl4 lb FT=20% LUMBER- BRACING TOP CHORD 2x4SPNo.2 TOPCHORD Slmclurel record sheathing directly applied or 2-2-0 on famine. BOT CHORD 2x4SPNo.2 BOTCHORD Rigid moiling Mrecfiy applied!or 2-2-0ob bracing. WEBS 2x4 SP No.3 MlTek recpmmende that Stebillmrs end required cross brocing WEDGE be 1.aboctlLinn Truss erection,In accordance with SleNlizer Led:2x4 SP No.3,Right:2x4 SP No.3 Installation uldo REACTIONS. Resize) 1=119WO 58 (min.0.1-8),8=119 5-8 (min.0-1-8) Mex Hoa 1=-144(LC 10) Mex Uplift 1=4112(LC 12),8=-312(LC 12) FORCES go)-Max.Comp)Mex Ten. All forces 250(Ib)or less except Men shown. TOPCHORD 1-1b2053I601,2-1]=19201695,248=98231595,348=-153)/fi08,3-19.1534/601, 907 864 4 2 0=169 686 4 2 6 21=-188 518 8 5,5 21=-18 9 58 6 5,5-22=1899/fifi0, 22-23=1 VIM7.9-10-52015836 BOT CHORD 1-1 Or 51 9-48br 176],913_3512/1 767,,4-9=99=624120]8,49V 99,5-766`540 2/1712 WEBS 2-9-48523),3 9=-33311051,4-9=-961H54,4-]=48pJ188,SL--54510 NOTES- 1)Unbalanced mol live loads hese been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gual)Useful 01 mph;TCDL-5.Opsf;BCDL=S.opsl;h1511;B-Sg;L Off;earse-Iq Cat. II;Exp C;Encl.,GCpa=0.16;MFRS(dim Honed)and C-C Exterior(?)000 to M0 ,Intel"-0 to 12-2-8,Exledor(2)12-2d to 152-8,Intedor(1)IS"to 299-0 zone;C-C for members and loose 8 MFRS for reedoln shorn;Lumber DOL=1.60 pieta grip DOL=1.fio 3)Provide adequate drairmW to prevent water pond 4)All plates are MT20 p[Wea artless offirma se indicated. 5)This lose has been derailment for a 10.0 Of bottom chord We load norwoncument IMM any other live loads. 6)-This)mss has been designed for a live load of 20.0ps1 on the bottom chord in all areas were a rectargle 3-6-0 Tall by 2-0 0Ode wall fit between the bottom chord and any other members. 7)Pomade metllenical comercron(by orrlers)of Muss to real plate capable of wiNstandhW 100 ab Uplift at IoIM(s)NMFA N=1b) 1=312,6=312. LOAD CASE(S) Standard A anal aresNa1m Fae^M^aell PFAD POIES gI1161NPYCLUOEOY/EN PEffA9efl FADE Mi14Am.1.11. 0.HT bbx0 wYYupcnpa—I-Wnwn uxl haw m..[urniho parol rot OusryJum p �Iwchh a¢WWg6WYywmuWvadry IMgXkufNNolV{a�p�anetemm]golly accm rob xMak nTto Xie ovadl/yydetlgn. ®oYg FAcaleObmwm'aniluaaxlalMNYJW mffiwehael/wclnrd memlaaaYv. A1]ndxx bmlMW mJ'pnn�uant Lx 19 'Fie bdwoYa�epeed la aMLNY�mwewxncushe r, MrxrxLJe semN ]P4� evalev Yle.rca OW�wa el Fr os �d Comfx,r Ma Pella PaeBM. kdlealkR Mose.[ItlNrY eve lknwtldMgolmawraq mm MlwM MXWMI GVYNCNxM,DYNaM BCL&Yiq Cmpwxrlr sear,WymeXm U,mr.Ypn taH Wle htXMe,21BN.Iee ShaeLS16312 NeaaMb.VP2R311. Tenp0.FL send runs nim YPaQtV Ply 0 tl35 11a45iW ]36 Hmi b'p9LMl 1 Job Releronce(Ordered) BrAaN sIWN.JKha"Aw. 1258 ran'ao1 D S Jun 262016Plwr.6mD5Jun252nI6 MTax InAWr9n.IIC FIIF9D0]14Nn201]Pe9a1 ID:WccGsuC_ppF]aClMN]EMVW r]-]oJUNJj6k]RMW NUIGhe311MD91_zP0O0SmMxapG &17 1228 1484 1&9-0 22-M 2184 61-] 6-0-0 2440 5-010 360 700 Bula=1:E0.] 68= ses eve= eas 1z a 9 2021 Iu i g 2 1B n q 1 ] �7 �a 11 10 0 e 56 II that II ..10= 3x8= .Is= b6 T 644 L241199-0 2940 6F] 81-1 ]&B 1040 loateOffeeni I1'O2-12 Q0.11 IT0.2-861-31 LOAgNG(pap SPAGNG 2-60 CSI. DEFL M (roc) "afl VE PLATES ORIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.56 Ved(LL) -0.i6 31] >999 290 -20 24M90 TCDL 10.0 LMnbar DOL 1.25 BC BEG Vai -0.0 39 a807 100 BGLL O.D Rep Slrreelncr YES WB 0.51 Horz(FL) O.OB ] We We BCDL 10.0 Cods FBC2014?PI2007 MaNx-MS Weight:1511E FT 20%, LUMBER- BRACt TOPCHORD 2x4SPNo.2 TOPCHORD Structural Moor sheath'mg directly apgled or 37-9 oc Whim. BOT CHORD 2"SP Nat BOT CHORD Algid telling directly applied or 8-0-13 M bradng. WEBS 2x4 SP No.3 MITek recommends that Stabilizers and required cress bras WEDGE be Installed during tmss erection,in accordance with Stabilizer leg;20 SP No.3,Right 2x4 SP No.3 Iretarlatlon guide. REACTIONS. (IWaI]e) 1=119N65d (min.Qtd),7=1190/0-5A (min.0-1-8) Max Horz 1=-144(LC 10) Max Uplift 1=312(-C 12),]-312((-C 12) FORCES (Ib)-Max.Comp.Mtex.Ten.-All fomes 250(Ib)or less exoept Man sflown. TOPCHORD 1-18.2058r8B0,2-18=-1925/895,2-19=-1813/802,319=-1527/615,34-1547/628, 0.20=-1541/621,20-21=-1539/821,5-21-1535'621,5d=-1]]30081,&22—lllfre 89, 7-22=-19)1/866 BOTCHORD 1-11=-515/1Tr1,10-11-51&141,310=460/1]13,8-9-J8B11]13,70=523b702 WEBS 2-10=-49]232.8-11k-39&1091,4-10=-801/306,45=260/125,58=-151/535, 6-81 NOTES- 1)UnbalanwG roof live leads have been Considered forthie design. 2)Wind:ASCE 7-10;Vu t=130mph(3second gasp Vasd=iDlmph;TCI) d.God;BCDL3.Oplf;F=259;8=4511;L=24If:eai Cat. ll;Exp C;Encl.,GCpl=0.18;MW FRS oflax tionap and C-C Exterior(2)000 to 30.0,Interna(1)30-0 to 12-2-8,EMe0or(2)12-2-e to 2 10-2,Intalior(1)22-10-2 to 2430 zarw;C-C for members end forces&MFRS for reactions shown;Lumber D01=180 plate grip D0L=t50 3)Provide adequate dreirega to planers water pontling. 4)This buss has been designed for a 10.0 psi boi chord live load nonconcurand with any other Ilre loads. 5)-This imss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 36-0 tall by 2-0-0 Wool Wil fit between the bottom Chord and any other members. 6)Provide mechanical connected(by others)or truss to bearing plaza Capable of wlthetanding 100 to uplift al joings)except gtdb) 1=312,7-=312L LOAD CASE(S) Standard QWA.WNO VxpylNenpvuxNexntl BFIDNOIE3 gI]M6 ANP NCLYPFO EY]]a aNYN mrprvaaiw use orvv wm Mreh9ccnmMt n�aesm Beed mvnnonM 1 rn� I - . pnmsr�m aemrP�np lxlklrq�4ra nxal.«nN m,erxocmino a .t. q 1 .. .,II /U/y rhLyn. amhy WYaledklo weVanl WcpYgax X.4xY PxswH r ) '. 1 M n '. w wadn3 M k' ea,.a.re�ee wrammr�..lmRaremedl¢sewmr>�uee��fW+vxvlr er..ra�.,�.. rw al9!Idx erect v , 12AMt tlaoge.tle#Nery.asM m]MwirpollnmsaghW iylenii u<eRN51TI1 OUXIry Crhwia.DSB-09 wA YC91&W619Compomnl 69DrPob ayNylNpnMen aV6Yie Oen Iris Rath YUMM.21e N.1ee51ree1.S1RJ12 Ne�alMb vn'1'131 a. Telrys.FL MW aaaW10 mm I,. nmem s 1t035iOP 158 flM.ywf41 t Job Reference 6oeal BWIEIng Lomgven 8iqalJY YYe.Fl3@Y flYn: W8so,8PM-Bpn Y5am.MnelFe149 .17h.,t ID:WwGC-0PF]opW7EnWr]- HeMQ7) UinpIDBBmryU53Y13Eoogg F p 1-t] t >] 22d Wo 8311-13 RPO 614 6111 SPO 5619 SP8 Oee Sm1e=1:97.3 ea- ®6= 3 z1 zz as 24 s BW 12 an 75 46 G Ors c 2 e 1e N' 9 1 ] 21 d 2 11 0 1 e Ort 11 1-4 11 46= 301off2miI NS= 2x4 11 46 1'. btd 113] 229 1830 1 ] a 83 2611- 1 2B a 61- 52-1 11- 868 5813 5 Plate OXeeb(XY)- IT42-120.0.11113'DO120-341(5:03-00-2-81!]:0.2-1204111 LORDING(pef) SPACING 280 CSI. DEFnL.f In (Im) at Ud PLATES GRIP TCU- 20.0 Plate Grp DOL 1.25 TO 0]1 Ved(LL) -0.47 69 >753 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BG 0.03 Vad(1L) -0.61 8-9 >585 180 W20HS 187)143 BCLL0.0 ' Rep Stress Ina YES WB 0.39 H.(TL) 0.09 ] Na No BCDL 10.0 Catle FBC2014]TPI21x1] MOtlx-MS Weighl:14011- FT=2056 LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Stmdual wood meshing directly applied or 3-4-9 oc Audios. BOTCHORD 2x4 SP No.1 BOTCHORD Rigid ceilirg directly Npllet or 611-15 ac blaring. WEBS 2x4 SP No.3 "Taft recommends that Stabilizers end reculmd c--T breolrq WEDGE he Iretalled durnig buss erection,In ecmrdanre wen Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Et'shatim guide REACTIONS. (Ibrk.) 1=120110-58 (min.O18),]=119]10-68 (min.0.1-8) Mex Hol] 1=144(LC 11) Max Uplift 1=333(LC 12),]=-3W(LC 12) FORCES. (Ib)-Mex.G=p.,?4ex.Ten. All tomes 250(10)or less except wren shown. TOPCHORD 1-19=206ffi822,2-19-18841836,2-20=-1]33/]42,&20=-162W54,3-21-1493)7`95, 21-22-14 5,22-23=149&795,M4-14955`95,524=-1497n95,5 25-1(03SIO, 625=-1]3509],8-2fi=-1955/813,]-28=-20]3092 BOT CHORD 1-12=-M3i'1871,li-12=-023/15]1,10-11-5384528,9-10-5Ml526,8-9-85&1]86, ]-8=65&1]86 WEBS 2-11=-483221.69=8M4058-9=a9Utn,3-11-20/427 NOTES 1)Unbalanced mol Ilve loads have been considered for into design. 2)Wind:ASCE]-10;Vula lMa an J3secondgod)Vasd=101 mph;TCDIr50paf;BCD1=50 rift h=2511;B--45R,1=24X;eave7tX;Cat. It;Exp C;End,GCp".18;MW FRS phredlorel)and GL Eamor(2)060-0 to 300,Intermit)300 to 124-7,EyImm(2)11-63 P 21-3-0,Intedm(i)2130 to 29-9-0 zone;0-C for members and forces 8 MFRS for readlors shorn:Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)RI plates are MT20 plates unless ottrenvise indicated. 5)This Muss has been designed for a 100 psi bottom chord live load nonoomumant with any other live Ioade. 6)-This Russ bas been designed for a live load of 200Psf on the bottom chord In all areas x4em a mctarrgle 3 60 tall by 2 0 0 ordo x91 fit belxwen the boXap Mud and any other members,Win BCDL=10.0pet. 71 PmMde mechanist connection(by others)of trues to Ireedng plata capable of x1Padanding IN It,uplift at Idntls)except owir) 1=333,]d36. LOAD CASE(S) Standard Q w4RNN0-yes,4eoo,PvmWeeMPEIpNmES qI rIPSPNp NLLVMOMIIEx RE/ERP NLEP4aE W]4Am.fOpMW6BWX VBE. DodyrWM for—on,`e11n6areMu--a—RbMaY3neMrM wYY uponIwanetm Yawn,enc K iwm MMM humm anpaml.twt yryid6 ryygn&iMerm,IMlxi®p�Y9na nu¢IvaIN Ow RWc?AN o1�tlPr pamretas and Wm�aOY lrcenrol'a"Poore n oto rr ovnal Wpdellpt NM,plticuleiabl>aWrrtlax]fYpmMMalnnueD W/a tlua manlarsmiy.NJUMYJ LbnMrw and PammrwNdoo, Me rose k[4xawr�fx]MLLYimatP'togevelJ<CYgXb wgnp I.YeISxS f4EYadwL�lYdmx�e.rw aeWra aW�LerAT'xdrV av Piro,EM BNd. rolxxtaxr eMaee.mrMy.areLlwi Wre admpmmm�Wa1r.m.Y.renwea.Paa]mf 41uyNGXeda.wa-erm4 vaf rEarBtaro4r�M ByMy MammraW2hhan lnalUre bAAM.2taw.leeehaetSM3lz NemMty VP22911. 1.rry..FL 93810 7 Job loss IT.Type 1[36463) assTOA TE) Hy ' Jo' Reterewe Bonel IBWtlnp CwnpanitdxV/,JYpmlMle FI32YY flYa'.601018JMWHo RM. 7En4z'Wn7-vp16IIM k5s41 xZV �"0. PapF1 2.3 10:WccG9uC_ppF]oCIwIW3En4ztWr]-vpOM?IMGk5saI wZVN21rrad wBDsh'rpzCgFioggE BL-05 1280 16114 6 9 6415 ' H-05 Bi�B 420 619 6495 store.1:40.9 06 1\ 66 /1 3 d 0.09 12 1p 20 u. ass. 2 5 m 21 q 1 a tl Ie 19 B e 41® II 2x4 II 44= 3v6= 2W 44 ♦6= 8495 1D80 IBfld 23 L1 2889 aJ-15 BJ-0 42-0 84-9 6615 Plate O11ae1a OCVI-- 11:0-2-1200-111.16:02-12.04111 LOADING((Pail SPACING 240 CSL DER In (lac) VCefl IM PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO O.S' Ve8(LL) -0.2910-11 ,1199 240 W20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 V88(TL) -0.48 1011 ,748 180 BOLL 0.0Rep Stmss)nor YES WB D.W Harz(TL) 0.10 6 We We BOOL 10.0 Code FBC20147P12007 Match-MS Weigh:145th FT=20% LUMBER- BRACING TOPCHORD 2x4 SP Not TOPCHORD Structural wood sheathing tllredly applied or 3415 oc pu0irs. BOT CHORD 2x4 SP Not BOTCHORD Rigid ceiling directly addled!or 7-9-1oc bracing. WEBS 2x4 SP NO2 MTek recommends that Steb'Iizere it requi.d cross onion, WEDGE be Ins181led during house sermon,In accorderlca with Stabilizer Lelh 2x4 SP NoS,Right 20 SP No.3 iretallatlon uitle. REACTIONS. (Ibrazo) 1=1190/(r58 ghm.0-1-8),6=1190N-5-0 (min.0.1-8) Max Holz 1=151(LC11) Mex Up1161=812(LC 12),6=-312(LC 12) FORCES QD)-Mar.Comp71,11SL Ten.-All forces 250(10)or less exceptwhenshowTl. TOP CHORD 1-18.20577600,2-1 0-1 91 700.2-19-155&501,519=-14661627,3-0=-1317/610, 4-20-1466,'027,520-15581601,5-21=-1917004,631=-20571680 BOTCHORD 1-11-562/1711.10-11=-562/179,9-10=-32&1317,8823/1317,7&-McYl788, 6-7-5101768 WEBS 2-1D=505273,31 R-92/391,48=92/391,58=-5952]3 NOTES 1)Unlamented roof live IoaM have been considered for this design. 2)Wind MME 7-10;Vult=l30mph(3-second gust)Vesd=101 mph;TCDL=S Opal;BCDL=5Ogd;h=25h;B=45f1;L441h,eave=4lt:Cat. 11;EM C;End_GCp-018;MWFRS(directionall and C-C Edebor(2)0-0-0 to 3 0-0,IMetlor(i)38-0 to 12-9$Extehon(2)12-9d to 16-11-8,Interlor(1)21-2 7 to 29-S0=mm;G-C for members and lances 8 MFRS for reactions shown;Lumber DOL=1.60 plate grip DOL_-1.60 3)ProNtle adequate drainage to prevent We,ponding. 4)This buss has been designed toy a 100 Psi oo0ron chool live load none rlcurrerd with any other live loads. 5)'The trues has been designed or a live load 0120 Opei an Me bottom of in all areas ernes,a rectangle 06 0 tall by 2-0-0wide vall id bewreen the bottom chord and any other members,vAh BCDL=100m1. 6)Proods,mechanical connedlon(by others)of imps to bearing plate capable of w9helanding 10016 uplift at)olndN except gt=16) 1=312,6=312. LOAD CASE(S) Standard Q WIiusas-VMry Mtlpnyxmtma ..Norte ONI .Aff[cdofio FENaEFEe]NCEVIGEeallAm.1a0Ye911"EPoRE USE neeno..braSsaYy Mlh MIIMScmnedm IM4mkn kM,etl My ulwn{porelus Nown auf k lu m FYNT✓f Ulcaga`mrywrrni.mi nlea ryMan.Bsrae v¢,na Ix W 1p Wa-0rler rnui veIIN Ir¢gy1c241N cl aea9r�r^+rtrleiem m]p W elf/pmrwale pt�M�n Flo nw cad W rxMV d®4x B�gaJcal]kbpeverYlxctllr9dptrtlel prvwebmdudwW maMwamiY.MW W VJ KmMWYOgMarlalarrl patp'N ativAMrWJe(1 k16nom'srd oodrobweltVMWIIIpWYWW 1FBeYatlpclalYMr✓ga.rp par✓xd pa3�rca rgP49p¢ {YY.ulbltla�e.6Yrery.aa{aratllmlpolprmeeaMllwryelar®.�Id/IPII GrdIy OYeM,M6Matl pCL WgCmpwlwi R.T. FM OM. lytly110mndm WyM1Ne pqn IapflOy YpMM,210 N.teBaTee49f1ea12 Pleeue]I1 VR22314. TSIrya.FL 000)0 Job runsmea YPe y I TtRW W0- 11835TW T58 Cg11M1Il 3 1 Job Refererce o 'arel &YtlNO Lompwtl Sly{Ry,.YtknmltlL FI3P2$ qN-a wS Ju0R3a01a PTI'6010 slums-0?- ?T IxtlNM1s,Cv Fn Feb03 MN3R 801]g"Na.q t IO:WttC6uC_ppF7aCINW]En4zIWr7-0? 11Lt_1201iBT58CVNreOVD2gy00rA51rrM9zoggD )s) I7i:l 22x9 7-S7 ]3] )-s1 ]s1 ]-s] py= Scale-1b1A 6.00 12 4 Acle G 10 10 YE C 3 6 M\\ b4// P 6 17 t 7 n d 0 21 0 220 4b= YB MT20H3= 66= 46 II 4611 N4112il 10-8-14 F 23-9 0 8-1013 911 2 Plata Ogeel DCVI- It0-2-t20.9nl.n:D-2-t2.0 o-ttl LOADING(pat) SPACING- 2-00 CSL DEFL. In (lac) VM IJtl PLATES GRIP T01120.0 Plate Ghp DOL t25 TC D.)9 VeU(LL) -0.43 &10 of Q7 240 MT20 2400190 TCDL 10.0 Lumber DOL t25 BC 094 VedITL) -0.73 &40 0492 in MT20HS 187/143 BCLL 0.11 ' Rep Stress Ina VEB WB 028 Hor2(]L) 0.08 ] We We BCDL 10.0 Cotle FBC201GTPI200) Metrh-MS Welgh:136W FT=20°6 LUMBER- BRACIN(4 TOPCHORD 2x4BPNo.2 TOPCHORD Structural moil sheathing directly applied or 2-2-0 be puMns. BOTCHORD 2x4 SP NUZ'ExcepP BOTCHORD Rigid telling directly applied or 2-20 oc bracirg. 1-9:914 SP No.1 MiTek reccimmerms that Stabillzere an tl requimtl truss bracing WEBS 2e;SP No.3 be installed during trusts erection,in accordance with Sta011izer WEDGE Installation guide. Left:2x4 SP No.3,flight 2x4 SP No.3 REACTIONS. (Ibl ize) 1=119000-5-8 (min.0-1-8),7=1190005-8 (min.0-1-8) Max Horz 1=1]SILCiI) Max Uplift 1=-312(LC 12),7=-312(LC 12) FORCES. gb)-lvex.CampJMeKTen.-All forces 2Wob)orless excep(Ntenshown. TOPOHORD 1-17=-200&625,2-1]=18100644,2-3.17811628,&18=-16]&631,44�-18113184], 419=-1661ttM),5-19- 16]SIfi32,5b=1]ftY628,8-21,-1815/845,)-21,-20081825 BOT CHORD 10-21—210"1163.421=210/1163,922-210/1 163,11-22=210/1183, 8-466) WEBS 4f---lB 40,68=431297,4-10-199943,2-10-431297 NOTES 1)Unbalanced real live loads have been considered for Nls design. 2)Wind:ASCE 7-10;V0lt=130mpi1(3-second gust)Vaed=101mph;TCDL=SOpel;BCDLd.Opsf;1,2511;B=451t;L4411;sari Cat. 11;Exp C;End.,GCp=0.18;MFRS(direo9onah ars C-C Extrairl 040 to 30.0,Intedor(i)M-0 to 14-10-8,EAedor(2)14-108 to 17-108 zone;C-C for members and lenders B MFRS for reactions shanty;Lumber DOL=1.80 plate grip D0L=1.80 3)All plates are MT20 plates unless others..indicated. 4)This truss has been designed for a 10.0 pal bodom cflord live load nonconanem Will nectar live loads. 5)-This trues has been designed fora live load of 200p61 on Ne bottom chord In all areas Mem a rectangle 3"tall by 2-0-0 Was Will lit between Ne wheat chord add any other members,Nth BCDL=10.0ps1. 6)Provide mechanlcal connection My others)of truss to bearing plate capable of Wthshnding 100 to uplift at jolnt(s)except 01,1h1 1=312,7=312. LOAD CAM(S) Standard Qw4axwa. ak{[Y9tIAhlNramtp/NnreU aWyssmrkeMetmltrMl.vrPrx¢.ramqllryaWsaarc1IYrReYp'yMw..NiBAmfiYemMdmmINetleeS1Mb—a9pncm—mdeantsswaXpaarPv8be4rrckceonrdrnlmM.tRBpWMAdle�vtlWmenedltl�llalhagy lnpMbnwb�se Tm pod.a[�RwxaeNxoxnVknfm4,aNlraallti�NlY+-stb�syeKrl rrewor�NcIm bWlx®mrxYntlaxWagooarHNnIew.VpwkImcR+Prs1 reeyLOvlmlxaYmmlaWnmm.-,ra�AeW-xao1o0--.1ra4I+w(ava1.8lm,y aY0w,Neb— fdMPYamarri a.Ubableburblua Fees estate.218 Ni I6e5MI.9J9312AMvxr1M.VAscsa, rNcetlrnaelrKrytlarrn atlMxPoahrablle.LmIrxBrYxlrlmtMsNlaalatltlraagmrswvbguraY�araraaenlWnuurbxwsryVERwr�r aarnprMlo .vArc.aIr,nt� il a an Terms,R.=to U6NA ply "..I.1W 400 1 max T50 6eapemmrtm 1 , Job Reference(optional)Iit BUYtip CmpmaM Slry{1].JSLewrcle FI34C58 flln'0.0,0 a UC211F,0 Pmt'0010 eJun 252%0 MTek I2DfllT5 Cv Fn Her 0 CCVP:A20,T Pay 1 ID:WccGeuC_ppP7oCIwIW7EM21WrhO>_1?LI_12DIiBT58LOHreGTOZCCyRrASjntApzoggD lix-libi 1-bi sto10 IU08 2210 'ABs tl 86108 eab-1611 ON i 6th 3 m 5 4 6 0 tt T[4\\ 10 18 bA 2 6 q 1] p ] d 10 21 J 22 B 4th= sm MAils= 4th= 4th II am II 8-11-2 16610 2&00 _ 811-2 84613 i 9112 Mate OftBers(XV)- 11:02-12081111390'120-3-0114:03003-0115:0-0-1203-01 p:(Y2-120-0-111 LORDING (psi) SPACING 280 CSI. MR. In (roc) Iltlall VC PLATES GRIP TCLL 20.0 Plate Gftp DOL 1.25 TC 0.94 V.np-L) -0.44 8-10 X812 200 W20 244/11X) TCDL 100 Lumber DOL 1.25 BC 0.98 MITI-) -0.81 610 x438 180 W20HS 18]/143 BULL 0.0 ' Rep Stress lncr VES WE 0.25 Horx(TL) OTT 7 We Ne BLDL 10.0 Coda FBC2014?PI2007 Metrix-MS Weigh:1351E FT=20% LUMBER- BRACING TOP CHORD 2W SP No.2'EXtept' TOPCHORD Simcturel yaw something diredly applied or 22-0 oc puvins. 35:2x4 SP No.1 BOTCHORD Rigid telling dlreolly applied or 2-2-Ox bradng. BOT CHORD 2W SP No.2 MITek rectmm6n re that Stablll2ers and required cross bracing WEBS 2x4 SP No.3 be Installed during trues erection,In accomance Win Sleblliber WEDGE Inslalletion Wide. Left:2x4 SP No.3,Right 2x4 SP I REACTIONS. (IWsl2e) 1=1190'05-8 (min.O1-8),7=1190N-5b (min.0-1 8) Mex Horz 1=157(LC11) Max Uplift 1=-312(LC 12),7=312(LC 12) FORCE& fib)-Max.CompJMmc Ten.-A111orow250gb)orlessexaeptwhonshowh. TOP CHORD 1-17=-190)/661,2-17-1895/68Q 2-19_1769/660,318=1688584,519=4688/884, G19=-1]69/660,6-20=-18951688.7 20 3 4=-1 51 05 76,4-5=-1510/876 BOT CHORD 1-10,WG11T ,1021=2nn IN,921_2n/IIN.622-2n/1166,8-22=-2nn 168, 7-8-523/1695 WEBS "=-17"N.6�-381288,4-10-174/688,2-10-3(i1288 NOTES 1)Unbalanced fool live loads have bean considered for MIs design. 2)Wind:ASCE 7-10;Wt=13(Dmpb(3secoM gust)Vaso-101 mph;TCDIUS Opsf;BCD",0psl;h=2511;B 51t;L=2411;eanna it;Gat. 11;Exp C;Encl.,GCp1=0.10;MFRS(dine onal)and C Exlador(2)000 to 30-0,Intemur)380 to 1345,EOedor(2)I3 5 to 164-11,Intermit)20-7-10 to 269-02ane;GC for members and forces 8 MFRS for readlons shown;Lumber DOI_-1.60 plate grip DOL=1.69 3)Provitle evermore drainage to prevent water ponding. 4)All plates are MT20 plat.unless otherwise mblic rted. 5)This muse have been designed for a 10.0 pal bottom chord live two nmconcunent with any other live loads. 6)'This Wes has been dealgned for a 11.load.120 Opal on the botlom chord In all areae where a rectangle 360 hell by 20 0 wide WO Bt belwean the botan choN and any oMer members,vtth BCDL=10.0pef. 7)Provide medhenicxl connection(by others)of truss to waft plate capable of Withstanding 1W III uplift at)olnt(s)dowel at-lb) 1=312,7=312. LOAD CASE(S) Standard Q WIPoIw6-wga.y.p..r...,haup xoi0s be rns4xo xcEweo an Ex xr[anlvicevaeu]mne.obard aeasoAE use ovikbo Wplw hlcemlY WO ma....U,b Mruf '4wx yawxehers.0wwn.aghlam.1.d.MQhgiolnlxnenl.rot Inrary .no.—,.hadrgcRoxnehMuirallyRagCAtWll,.,xvi Im rumwhmcMpcMOY tqw ,00 Mh rx'n Isla 11--ul WOn9 desxm aocrob colMh,o MevenhdhcWW ,NVJMJ J Mm.area chvtlMemloehr wYy..'a lnmpxwywxl lrxMum docYp ek• tdwoyx he[BIIeO M1r MOMYrNq brNartl0l Cdk}xx WllhµffiIe pxwvl%ley ad popaM tlmro�. Iw9aK'alutArx—rE'9wran915x XLlcol xv)maa,ceNay.attMhaNd¢Yq ollnhlacbm]hlhmryNeme[sa0N01/RII OUBIy CIMN,MB-09oM BC01 BUWN9Cartpawn, BB04 PeM EM OM. SdMy4aanhdon wd21e pars Inm%ub Ire11Mx.21a N.Lxx SRxe1.5uM1n 3124]xawvN¢VR2231 E. Terrya,FL 3x614 0 those lYPa WGNO 11035700. i60 BWIapses, t,Job.almsssli 0 IoM euXEing LortpmeM Supply.JazX.mneYk,(132256 l-.Wo, 8u -,F71gGlraW7010AJun252PGhmdoLL l2Hgv FOVr..W2<H320V Lk qa ID:WccGBUC_ppF]oCIMW]En4]IWf]-aBTPGM1mdoLLeJl2HgvpWNrytluxYjFqulP65Jv]20ggC &1] fi-0616 Ib 11 2 Ids 2]91-0 28 M10 ' 61] S88 54L2 S46 4J15 44d � seek=1MA am i 6m 11 3 t0 2J 21 22 4 Sad12 1B 23 4m c 4m 2 sa 1 1] ]eID= 6 ] 1 � o t3 12 11 10 9 B 4m II 2[411 dm= 3m weal 4x6 2x411 .10 wadhs= S+_7 119615 1]901 23-09 R]-11b RP40 St-] 5-p8 5-01R S40 4815 1dB Plate Offsets MY)- 11:0-2-1200-111 IS:Edge0-2-0I LOADING(pall SPACING 2-00 CSI. DEFL. In Q0c) Udall W PLATES GRIP TCLL 20.0 Plate Grip DOL 1.z5 TC 0.99 Ved(LL) -0.48 12-13 s765 240 36]20 24Q190 TCDL 10.0 Lumber DOL 1.25 Be ON Vergi -0.6] 12-13 s521 180 W20HS 18711Q BCLL 00 ' Rep Suess lncr YES We 0.38 Hall 0.08 8 We we BCDL 10.0 Code FBC20141PI20W Matrix-MS WagM:141 ID FT=2 LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing dlrsdty applled or 3-2-2 oc purins, except BOT CHORD 2x4 SP dM2'Except' eadverrcal5. 611:2x4SPNo1 BOTCHORD Rigidceilingdfrecdyappliedor2-20cebrecing, WEBS 2x4 SP Nod MITek recommences that Stabilizers and required cross---mc1ng WEDGE be totalled during Iruss erection,In acwrdance Win StatAlizer Left:2x4 SP Nm.3 Insmarafflonguilde. REACTIONS. Obtslze) 8=11671vech nsi 1=116]15-8 M1,(Yl 8) Max Hoa 1=126(LC 11) Max Uplift 8=30](1.0 12),1=305(LC 12) FORCES (ID)-Max.Comp.Max.Ten.-All tomes 250(Ib)or less except wfien shovm. TOPOHORD 1-1]=-20051850.2-D=4936380,2-18=-184fl388,31&-158fl1809,319-1420056), 19-20-142W587,20.21=-1420158],21-22=-1 4 2 03 8),4-22=4420155],423=95751595, 5-23-1816381,6.6=-18000502 BOT CHORD 1-13=5]011809,1243-5ID/1809.11-12-M1442,1011-38311442,9,10-48411520. 8.9-46411 WEBS 2-12=�20,312=-5W408,4-10=-241355,5-10=-200/141,6 8,-18181618 NOTES 1)Unlogh cetl roof live Image have bean considered for this design. 2)Wi1M ASCE 7-10;Vug=l Wmph(3-second gust)Vesd=101 mph;TCDL=5.Opat BCDl--5.Opeh h=25ft;B=45ft;1=2411;save44ft;Cel. II;Exp C;End.,GCp=O.18;MWFRS(dirediores)and C-C Extedm(2)009 to 30-0,Intetlor(1)3-0-0 to 11-6-11,Edgar 2)11-5-11 1021-85,Intedor(1)21-3-510 27113 zone;C-C for members and formas 8 MWFRS for reactions shoym:Lumber DOL=1.60 pate grip DOL-1.60 3)Provide adequate drainage t0 prevent water ponding. 4)All plates are W20 plates unless 0lherems,indicated. 5)This truss has been designed for a 10.0 psf Whom atom live load nonconcudeM 360 any other live loads. 6)'This wee thea been designed for a live load of 20.Opgf an Ne bottom chord in all smas Mora a momenta 380 tar by 2-0 0 vide will fit between the bottom chord end any doer members,with BCDL=1D.Dpst 7)Refer to girder(s)for muse to rues connections. 8)Protide medenloal connection(by others)of mase to hearing date capable of withstanding 1 D In uplift al ioinl(s)wept 61=16) 8=30].1=305. LOAD CASE15) Standard Q WI.- roormlzeov . CefkT WpIolheeaYYv4m M6eF0cmnecfm.Ritlalon. tlwYY4+xh Wolnalon Nnwn.ural Rl-m.-i hAdrgcamRxrenl.tial or-rySCm ee/de we,me busennuatly.rinvmvaXylMq{AI:WlNo1 JeYDr1a'alrelrfsodrsn[{¢nr hc!aPcraln lMMYOrrino.-amt MiTek' IJ[ndused .w0.'Yg Ya,sn,.lmmwx.aml b,dlYeaxwksa kvwmaata olhad maor,e say.ndd6,n kmPamwo,dnarha mlb«ire iad"x�reyree MsxLOyaNio aeva4cal.�wmi ve.�la va.aid ewevmd wwalvdariwe. s<+mareramrAa.o minuemnre sew v.n.Fm oma. m slpOJe.oAvva, eC..br 1gms-oil hvvyom m4WAne,GumN nikrkr.6udi aq aeA wtl�racorrpww.l HMy messmA s,aWkda rem Dry FLk mYlu4e.218x lee street.sage JO,PbmJb vazzaha. Tnrya R 33610 o loss runsType 1oS , 11.10A Tan RMS,wwI I 'JoOe a gonM 6utlnp LwnWneMEWHcbmWeFIMIpW0eoe10GeBUJCnJRpS FM]a6GPIwiIWr 0]E0M0 Z.IJW.!]R-IIfaa MRN WNIIG34D1Nae2ICa0i KINUA1nRZPxaLypgt B ]8O y o9s 14aD9 M 2Bt13 2Bd0 2-te-15 61 L9 4t1 B Bt-] I 3Jb S MI 69 G 4 = 68 v B 19 e.m 1z y+�� t6R an req= wL II 6 I � 1 16 r� w rygdll tt 21 10 a e II +m II 4s to- Ae MTSIHS= ono- b5= 09615 IO DO 1990 1BAO1 z0L0 09615 0 -0 090 6 9 0515 PMIa Oflsete(%YI- [1,02-12,0011] LOADING(ileo SPACING 20-0 CBI "EFL 'n (loc) Utlell Utl PLATES GRIP TCLL ffi0 Plale Gdp DOL 125 TC 0.55 V d(LLI -D.2] 011 >999 240 MT20 244nW rcDL 10.0 wmbar DDL tz5 BC oW vll(rL) -0.fia 4n >5tt 180 MT20Hs 1e7n13 BCLL OA ' Rep Stress Mcr YES WE 0.59 H (TL) 0.09 8 We We BCDL 10.0 Code FBC2014?P12O0] Me mx MS WWghC 151 Ib FT=2M LUMBER- BRACING TOP CHORD 2x4 SP Not TOPCHORD Shudurei wootl sheathing dfrectly applied or 3-515 oc purllre, BOT CHORD 2x4 SP No2'Except' except and vericals. 81O:2x4SPNoi BOTCHORD Rigid ceiling directly applied or 2-2 O oc bracing. WEBS 2x4 SP I MITek remmmanot a Mal Atabillzem arld mg511- WEDGE 11 coreWEDGE be Installed our,cruse erectian,In somNdance Wt Stabiliser Left 2x4 SP No 3 - Installation guide. REACTIONS. (IbSlxe) 8=11670dechanlcal,1=1167M 5-8 (.If.O1-8) Max Hors 1=93(LG 11) Max Uplift 8=-310(LC 12),1=3G(LC 12) FORCES. (Ib)-Max GompJMax Ten.-All tomes 250(ID)or less except W1en sMwn. TOPCHORD1%Sft q15-14-1BBfl/868,2-16--1)BW888,2-3=-1155/&52,31)=152]/802, 41]=-i529NYJ1,41E=-1495/589,16-t T_-149&569,5-19=-149'.L59O,520=-068]/589, &20=-1]41/5]3 BOT CHORD 1-11=80&16]0,11-21=59511]24,10-21=5950724,9-10=5951IM4,8-9=560'1512 WEBS 2-11=203215,3.11=-184/595,4-11=-355068,4-9=4069 59=64/480, 88=-1]911681 NOTES, 1)UMelanoed roof live Icie s lave been considered for This assign. 2)Wind:ASCE 7-10;Vult=1 Wraph(3-second goal)Vasd=101 rush;TCDL=50pst BCDL3.Opsl;h=2511;B7158;I aavadg;Ca. II;Eur C;E L.GCde0.18;MFRS(directioral)and C-C Exledm(2)0.0.0 to 38-0. ntenor(1)300 to 9-5-11,ExfedorM 9,5-11 to 23-3-5,Intedohl)23351025-11.8 zorwC C for members and farces 8 MFRS for macomw shown;Lumber DOI.6O plata gdp DOL=1.60 3)Protide adequate dminage to prevent water porMing. 4)All plates are MT2O plates unless otherwise Indicated. 5)This Inas has been assigned for a 10.0 psi IWKan Chord AN load nonconcunent Win any other Ilve loatls. 6)'This buss has Dean deNgrad for alive load of 20 Opsi on file Wom child In M eress Mere a wrangle 315-0tell by 2-0-0xitle WIItit DeMeen the Winch chord and anyogler members,Win BCDL=hoped, ])Refer to girder(s)for toss to truss connections. 8)Protide m6ronsheal conracilon(by once)M truss to beefing plate consul of substances,too Ib uplift at joint(s)except Qidb) 8=310,1=303, LOAD CASES) Standard Q WARMMa-weer,4eYyrpmM_._RMP NOTES as iM94Me MCLaaLOY/EN PEPEPANCE P<aE W]LA nr.msdowI 6onces SE. Pay,WN Ike use only aM MI.—1-This decon ab only I WWieleo 5nown.md a.-..O .".11',u n lb,w+nl.�w l �� 1w eyMn.ue.11n dlano avjxa,mmol w,IN.oncs'now,of drool --n-mfp,y ,L1ox le us, Mcnn Inw Me ouerctl d.tlnpdegl.awxpYVJCaledblo WewlY dKYW'y nr Y.tutlitl lnmwBl,nwa dudmeMrc,S WV�AWbxl.r—yu,d Mxn—nIhI MiTek' e WgiregialW 9Rltlyatllo peVa,lcdlgae WlhpxtYf l�xxalt9ryatlgcpuNduntMn. ra PerwlalPW�repmtlp Mr Bai PeM EM MJ. kMcol axgagp.peNgry yeCH,Ma home.28 N..atl Mmryil 31 meAtlRyryll VA MClexla.DHNaW BCR'eY0.1npGOn,pnent OyeIxMMMXM wtlMeM1an lnm RAN M6Ma RI6 N.lee Sl,eel.alleJl2 NeeWhVAZlJI6 Terrye,FL ]MIs '. p. W a4 hass 0" py 118%iM T8R PW1.9pK.Yl 1 Job 110 v1mBo .ki P tlYq CmpnmlSµytJ.JibwrvlY,F1 areas PVr80108A0252m8PMC.Bn10sn 2E2n 161MBX IdUsb1Zf tr4. Fri SPopu0 IfN-$5 2017 IsPsCPe9Bi ID:WccG6uC21-1 o1 iw&N]En4zIWr]-oagAtlMolJzblZlCgoKS_SGWyMgBIIISPItOY]zoggA 1-0615 f6 a 21-101 231 d 2654 RBi-0 � ]10.15 8-110 61F0 21-0 4d�fOd SnN=1:510 ]R10= nna= 6 6 0 12 2 19 20 3 21 22 66= SRB I ] B 23 1 13 12 11 10 8 8 W811 Hr411 388 46= M6= 2N II M10= R61 ffi1d 'Add M4A 161 W 6104 R4] 16� Plate 011aeiR(XYI- 11:6Z1260.11L f2:O88,Etlne1.I4:08a.Edge1.(0:0.33,Etloel LOADING(psi) SPACING 2-00 CSI. DEFL in (roc) Ves6 Ud PLATES OMP TOLL 20.0 Plate Gnp DOL 125 TO 0.83 Vert(LL) -0.14 12-13 sBBB 240 MT20 244/190 TCDL 10.0 LumberOOL 1.25 BC 0.68 Ved(TL) -0.3B 10-12 s905 180 BCLL 0.0 ' Rep Stores Ina YES WE 0.68 Hoa(TL) O.OB 8 nla Na BCDL 10.0 Code FBC2014z P12007 Matrix-MS WelgN:153 lb F7=2096 LUNGER- BRACING TOP CHORD 2x4SPNo2 TOPCHORD StmduralwcadsheatNng Jimdlyappliedor2220acpudira, mi BOTCHORD 2x4 SP No.2 and verlcals WEBS 2x4 SP No3 BOTCHORD Rigid c&Mg dllec8y applied or 8-0-0 oc bradng. WEDGE MITeK moommend,Ila,SlaWIIzers and required cross among Left 2x4 SP No.3 be malalled;Ju" Imss eredlo0,In acoortlance wm SiaNllzer manifirdid aide. REACTIONS. (IWsIw) 1=116710-S8 ansn.0-1-8),8=116]Mkchanlcal Max Hoa 1-ZLC 12) Mea Upli81=301(LC 12),6=-322(LC 9) FORCES. (Ib)-Max.Comp.R Ten.-All forces 250(1b)orteer exceptomen shown. TOPCHORD 1-1]=-20Cal 1]-18=158,2-18=-190116]0,2-19=-224M82],19-20=-2244/82], 320=-2241/82],8-21-22=27.2l-22=-2244182],4-22=-224M82],4-5=-1743/629, 523=-1512/546,623-15121546,6-]-1451535,]x-1113/444 BOTCHORD 1-13---822/1]20,12-13=624!1]12,11-12-5571623,1041_55]/1623,9-10-539/1550 WEBS 2-13=0282,2-12=-199/]2],3-12-506'28],4-12-248080,5-10=30262, 7-9-61 S/1]98,59-8471336 NOTES, 1)UMalanced mol live loads have been considered for Nis design. 2)Wind:ASCE]-10;Vult=130mph(3-second gwt)Vasd=101 mph;TCDL-5.0psh,BCDL-S.Opsf:h=25f;8=4511:1:241h gave::0:Cat. II;Exp C;End.,GCp=0.18;MW FOS(drectional)and OC Elderlor(2)0-0-D to 360,Inlerldi 30-0 to 7-62,ExlMor(2)7-62 to 23-11-8,intedor(i)2311-8 to 28-58 zonri C for members and fomes&MFRS for reactions shows;Lumber DOLr1.60 plate gnp DCL=1.80 3)provide adequate dra rrage to prevent water ponding. 4)The mss has been designed for a 160 pat Whom chord live lead nonooncunant with airy other Ilya loads. 5)'This tmw has been designed for a live load of 20Opsf on the boVOm chord in all areas wham a rectangle 3-6-0 tall by 2-0-0 Wde vAt fit bei'the thmom chord and any other members. 6)Rafer to girder(e)for buss to Vias conreNons. ])Provide mechanical connecton(by otra r)of mase to Seeds,plate capable of vnthsanding 100 lb Wild at joints)except gt=lb) 1=301,022. LOAD CASE(S) Standard A w4RN virmrxMBlpn pvamlm mCRE.BO XO]ES OM Th'a RXO MCLVOEO MIEa REFFAJNLE PNGEMN]4Arev.1001R01a BEEOREVSE. Wy.10 1., MY rNm Y UP.......... ..'fi mal a+nl.m1 O-M Belae iee.IMtxxklq ra mum veBN the gGWkall .1adn pa0nreleman]'1v YcmpaaR 06tl051n FIO Neovctll hrsoas -eMpYticaleOtlo POvaebx11g 01YMM1]dlndweD Wla ctna memlasaYy.MdIMwI NInP0lW pq cenna'sedslp i k' YawmB r«FABda.Blmemal6Nwew,nl cdaaxB.+m,rrwuB r� IYrvraldwOtK»IvdunMe.wR aerie's wdakelRwaxe ne kbraYxliWaOe.tlalNay.ere I-m]dsYev,Via ea.-I..nc.rl 1A UABrMr.a88d>m48G81WMYCarrpwwnl BBW PBM Eel. adNy YibmMbr avdcdOkan ino%dBMNe.RIB N.LBe S1rea1,aaY 812 NeiadM.VR'MJII. Terrye.FL 3b10 jolftrup, ThArTyps, 1fdel 110YTOA T69 Xy GING I 1 Job Reference o see, &INYq Lmpnenl5ygfi'.JsbonNN.F13RR58 PM-00108 JYn23R010AW7En108Jun]52m6MTek IMWnsUI.z URAL 0uStI42 0R01]PBP1 ID:WaG000_ppF]o2t,7. EMZIWr]-GmEYNOWGIONonst1z09URA1AeSUC2R531¢WSzogye 60.0 11-0-10 1719 2 A,l 2330 A4q s]�to sst4 s5�14 6z10 1-w1-w SnN 161.0 NAILED NAILED NAILED 2N II NAILED NA ]x10 N41NA4x8 NAILED NAILED 38_ NALED 405- N4NAILED 7xt0' &0D12 2 199 SD _'A 8 2122 23 24 244 6 28 27 8 bar 28 ] 8 1 eA an A 30 31 15 32 33 1434 35 13 12 38 37 39 11 36 4e 10 0 E6= NAILED NAILED x'411 NAILED NAILED 4z5= NAILED 312 IvNSH5= NAILED 5x8 NAILED MB NAILED NAILED d1a= NAILED NAILED 39 M120HIS NAILED NAILED NAILED 660 11]-00 1]-1A 229]6 2030 66U s]n0 55.11 1-_ 5.5.10 1 57 10 - 1.1.0 %ate Oibefa IXY}. 11:D-04 03DL IY.O-03 0-241 f]:Oi-00.241 IB:Etlae 0.2-41 110:P3-00-2 41 111:0-2-8 0-2-BI LOADING(PM) SPACING 200CSI. DEFL. 11 floc) UntilUd PLATES GRIP TCU- 20.0 Plate amp DOL 1.25 TO 0.89 Ve0(LL) 02612 14 X999 240 MT20 244/190 TCDL 10.0 Lumer,bDOL 1.25 BG 0.96 Ved(TL) -0.6812-14 s515 180 MT20HS 187/143 BCLL 0.0Rep Stress lncr NO WE 0.80 Horz(TL) 0.15 9 we Na M10SHS SWIM BCDL 10.0 Code FBCW14RPI2W] Meblx#1S Weight:1581D FT=20% LUMBER- BRACING TOP CHORD 2x4 SP Not'Exceor TOPCHORD Structurel aodd sheathing directly applied, except and vertices. 2-5:this 6P SS,]-8:2x4 SP No.2 BOTCHORD Rigid wiling directlyapplietl or 6-1-12 oc bracing. BOT CHORD 2x45P No.1'Exwpl' MlTek recommentls that Stebllizens eM requlatl trues braving 1-13:2x4 SP SS De installed during truss erection,in accordance wNh SlaNlizer WEBS 2x4 SP No.3'Except' IWamatlon Vide. 2-14,3-12,6-12,]-11:2x4 SP No.2 WEDGE Left:2x4 SP No.3 REACTIONS. (Gsize) 9=230YMecmmIrad,1=2185m-53 (min.0-29) Maxi-bid, 1=104)108) Max Uplift 9-519(!-G 5),1--tWg-G 8) FORCE& film-Max.Comp./Mex.Ten. All forces 250(b)or less except W41en shown. TOPCHORD 1-2-3848099,2-19-4W9 10]5,1628499&10]5,3-20=4995/10]5,3-21-5029/10]. 21-22-5029/10]0,22-23-WNMO]0,2324=5029 0]0,24-25-5029/10], 12 -W2Wl OM,4-5=-W29/10].&26=3029/10]0,2&2]=-W2WlO].82]=-5029/10]0, 6-28=-38]2842,28-29=-36TL842,]29=38]2/842,]-0-- BM 78,641=4332/4T] BOT CHORD 130=-]359355,3031=]359355,1531-]35'3355,15-32=-]32/3388,3233=J32/J368, 14-33=-73U338,1434-105514995,34-3s=90594995,1334-105514995 12-14-1055/4995,12-38=331/38]2.363]=-031/ 2,3]38=-831/38]2, 1138=-831/36]2,1139-151009,3940=151/]09,1040=-151/]08 WEBS 2-140/412,2-1498/1950,8-14-704ARB4-12-5692f)2.6-12-334/1585, &11=-148&514,]91-]88/343],]-10-1]55/552,&10=4692110 NOTES, 1)Unb dancad roe live loads neve been considered for Far design. 2)Wind.'ASCE]-10;Vult=130mpb(3 second gusp Vasd=101mpin TCDL6.0psl;OCDLS.Opsf;h=258;B-15ft;L-24ft;eave=4ft;Cat. 11;E2@ 4 End.,GCpi=0.18;MFRS(directional);Lumbar DOL=1.W plate gdp DOlat.W 3)Pmvids smar ie drainage to prevent water polMing. 4)All plates are MT20 plates unless otharsiss Indicated. 5)The muss has bean designed for a 10.0 fail bottom chord In load nonconwurrent With any Other IIVe loads. 6)'This mass has been designed for a live load of 20.Op51 on the bottom chord In all areas Whose a rectangle 38-0%it by 2-0.0 sada Will fit bshseen the Whom Gwd and any other members. ])Rader to gid.did for trues to mass Connections. 8)PaMde,mechanical connection(by others)of truss to bearing plate capable of Wpthstanding 100 to uplift M pints)except fit=1b) 4519,1-s57. 9)'NAILEO'indicates 31 W(0.14013')or 3-12d(0.140'x3.25')toe-nays.For more detail rales b MTek's ST-TOENAIL Depth. 1D)In Me LOAD CASE(S)section,loads applied to the face of the truss are noted as fmat(F)or back(B). LOAD CASSIS) Standard AW4aNWP-Yw'Xx 4eeanEWemtlae�NNE10WO]ES ON]MS ANO aI[LYOEO MIIENeEFEMNCE VA6E NF]IArw./ONA/b IFWAEVffi. basin ordlau[9 My MIh M11eA®cmrecbn MdeWT tdm]mYYunxn Wmclerstlww,.uYJ I5lwmAdMttlMtl�p mr ¢nl.rut e�syxlem Pulaeue,0¢InOJp esegiarrsMvenh 6¢[gtWlly IXdaMripaanelenaq P%>arlYbcpMtleail[�Mollawaat IaWlrp tY89n.B¢iplgcOleGkb PeeatldNJYBdxatltlMmxebaWwdvtlrrelMaettOy.Mk1K1WJ IemgxaYaMpamumtdackp Enid e'u%+r plaid WYIIIYUgblxeW6n4M<WMWMNpMMNYx N18YYdPNerlYJmloBe.fw B9�d PA1uM•¢rWddOM Psi BN6. .I abode.rWMY.era:IbnatllnaJ'r9ol Lrrtwadbv WrMni®aW01T11SfYLlb4 WL09ag0CLNWgOenliWnneN SeWry Wernwxm avd?hiwn Ow MbYUNIN.216 N.W SHe40J1e312 Noxa ffi VARYf14. Terme.FL 0�f0 IISS flea ype T193efwa NBMTOA T63 NydiMBr 1 Job Pelererce lional 3UMI^9Cmiperen agp/.JrY,aMIB.F1333Y IbW¢01(30uCypF]oCM�flV]E1iNxIWr7 GmE1YnOV4Gl9AonsBl?I ;u=ZeSW2R 1%Sr�ogg9 LOAD CASE(S) St.n 1)De ♦Pooi Uve(balanced):Wmber lncre 1.25,Plate lncm e=1,25 Unllorm Loads(plQ Ve1L 1-2-5 ,2-7-W,7-3-W,B-18-20 Concentai LDads Qb) Very 2-97(F)5=-97fl 7-Wfl 13-W(F)15= (F)10--0 (F)18=-97(F)2R-W(F)21-97(F)22-97(F)2b97(F)25 W(F)27-97(F)2e -Wfl 29-97(F) 30=-113(F(31-159(F)n-= (F)33 (F)34-BO(F)35=6Ofl 38 (F)37-W(F)38 (F)39-60(F)a-43NF) AWIM/A'e-YMIy Mtlanpxrm(artmORFAD NOIE50N TMBdNO NCLUOEO I.NENREFER]NCEYAGEMN)W3rev.rOOYl01aeENRE USE. �1 WI]Iw ue nNY�h`MIIdeSwn�r`Jce.lrttles�kbiseOMYups p'>•mmrws Nawi uitlh Iw m aupNJid LVM]Rp mmW Wnt rot hk�iMao flue m5.11e Wdq Wtl{Irw mmlvM alMayq�tEMllyaPoeskln rvmelenaWl*M+^4v Fernxxolepkaus5ln rvilo lheuverNl trlgr�tWMph]cale0alogBVeDI tuENFJ IMIhM,Irua WebadwtlnrO memEena,p.ML.Mtl1emM.W au,l„ma,enlMaip MRek' sawwBr«vBawr BNYEXy Wio bB.emewa*B wmmwrnlBPBRare kNlYw'I.�DBnvmaa9B.Fw 9Br.Ra edeaK me•a�nl n.: I[EwMohn sbrg7e.dsNerYaeclbnatl bacN nlln6e[aNlrus Mleim.feaAM4/If114tlMCMMa.D3ad9aM ECBI autlBrGCorpwxre F Ta, eEeXBatl. WYy MmmXm anitliB6CT Inapule MXMe,11BH lee3haet S�IW 312 NeaW1h VRY1]b. Terrys.FL BB510 rues loss ype T,o3sleu tinSTW Tel tip GMer 1 JOD R9taake longer 811pB10CurywnM&q:N,JI'FNFIr11B.FI,@Y PIBI:&aloe Jun852018%M-&OI0BJM 252016 MIIekMtllW.bW SFBL 17=1 ID:WxGBUCyVF]aCIw1W]EIN]IW Y!M/IrN12p]ruOoyLNU91T]LCaMaifJeKO%2uaggP 4.0-0 9,11-01311-0 630 541-0 Lao Soul1:22.9 NAILED NAILED BIB \1 NAILED NAIIED a* 11 13 14 3 BW112 w 4 1 (e 15 a 19 1] 5 le NAILED ,� II NAILED NAILED 2s, 11 NAILED 3ra II NAILED NAILED ads 11 4-00 941-0 131F0 4-00 511-0 L60 Plate OlN CCYI- 11'038 EE 11{63&Etl I LOADING gal SPACING 2-0C CSL DER. In goc) hde9 VE PLATES GRIP TOLL 2DS Plate Grip DOL 125 TO 0.04 VeQLL) -0.0] 5 >999 240 M O!0 2441190 TCOL 10.0 Lumber DOL 1.25 BC 0.50 Vertl -0.15 56 >998 180 BCU- 0.0 ' Rep Stress hwr NO W B 0.11 HOG(R) 0.09 4 Na No BCDL 10.0 Cods FBC201,VTPI2007 Metrix-MS WeighD 511D FT=20% LUMBER- BRACING TOP CHORD 2M SP No.2 TOP CHORD Structural wood sheathing directly,applll or 35-12 pc purlins. BOT CHORD 2M SP No.2 BOTCHORD Rigid calling Clracmly,applied or 10A0 W bradng. WEBS 20 SP No.3 MIT9k recommends that Stabilitere Mtl required cross belong WEDGE De Installeddudng muse ere I'ku in ancd= ev4th Slasher Left:20 SP No.3 Right:2x4 SP Na 3 InaWhorl puIde REACTIONS. (INNe.) 1=8l (min.0.16),4=001N5-8 (mlrt0-1-PI Max Hort 1=4](LC 7) Max Uplift 1=-191(LC 8),4=-191(LC 8) FORCES. (lb)-Max Comp4M8x,Ten.-All forces 2W(ib)or less except when shown. TOP CHORD 1-2=-12]]299,2-13=1113 .l5 14=-11131298,314=-11l3 ,34-1277A299 BOTCHORD 1-1�-29'W1102,8-15=2351102,&18=23N1113,10-i]=-23N1113,51]=23011113, 5-t8=-234/1102,4-18=-23411102 WEBS 26=012W,35=0200 NOTES 1)Unbalanced root her loans have heal considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-saoon0 gust)Vasd=l Dl mph;TCDL=5S,,sf;BCDL=5.OPV,,h=251t;B=451t;L-24ft;were"ft;Cat. 11;END C;Encl..GCN�,l8;MW FRS(directional);Lumbar DOL=1.W plate gdp DOL,-1,60 3)Provide adequate drainage to prevent water policing. 4)This Wel has been desigr,M for a 10.0 psi Whom olord live Intl nnconcomenm win any other Ilya loads. 5)-TMs mus.bas Dean designed for a Ilya load of 20.Ops1 on the bottom chord In all areas where a rectangle 3-130 tall by 20-0 Aide wgl fit beMaen the bottom Ward end any other members. 8)Protide mechanical comectim(by Where)o trWe to beading plate capable of widlstantling 100lb uplift ad joint(.)except Ut=1b) 1=191,4=191. ])'NAILED'Inaloates 3100(0.14rV')or 3-12d(0.140'x3.25')toe nails.For more all refs to MITekS ST TOENAIL Detail. 8)In the LOAD CASE(S)section,loads applied to the face or the truss are noted As Iron)(F)or back(B). LOADCASE(S) SlandaN 1)Dead+Hour Urn(belancrell:Luber Incriona l 25,Plate Incresal.25 Uniform Loads(pll) Vali:1-2=60,2-3-60.3-0=60,]-10=-20 ConoeODaled Loads(Ib) VM:2=43(F)3_-43(F)13=-35(F)5--35(F)11-93(F)10.-43(F)15-90(F)18=35(F)17-35(F)18-90ft) Qsel An s,~,--1 RENO Names 9,N TelS1NO MLlYaEa YIIEN NEFE .Y00E.11l]m.f4R, KId1EV5E GM'JI wYaW aty..1.c ,k- IN,ae.4gnebaa]MYu1q,InlmmlmrM—9,N is"m�bbMtV cmyvn¢n,roi xrmaytlmn.Wlwe W.11'e1wWYgaaj]rermul vellN lnx4PlkdYty ItleaplrvanelenagrropalY2r[uWaw l2aAnLLarl lrau ltleoYeryl hMq-0'BldaWYLayu OloPJCWRWmINxMm�`Im B°"�rN.aa"rtly«U ra«� MfTek' .."AmestleYVNy.—schoo]hacanyor ourimagaBmcseexisal OWe.'eYMossacLAMgCmases" alErexa. assay.wJYAefian ln®IbN BYIxI1B.218 N.1ee5fiwL9Ha 312 NeBaxA1 VA2Y311. TnryB FL 33310 urbo mrd u roe no Mus 11835tH T65 Ngnike� 1 (��i,IDU geIBr0K9 Ilona Exed,Coxyl ou py,.Iw.lumNY.F133M8 Hun:Soul.Jua RID l e-I a dox Jun YS F018 Mnek lnEwours Irc Fn FW 0311th i 2011 Pq 1 ID:WuGe -,F]DCIw1W]EMM,7-G9LIFOIIcuT .FTf?h4 Z5_FWM3bkZNMet(zogq] 4b0 ir" 0300E 4a0 d-]o dao Scali 2Sf esIf ac 11 2 3 6 to 12 Y 4 it Id ll 6 13 14 6 15 16 3x3 II THO26 THOM aide 11 TH026 1HU26 4a0 830 1311-0 480 47-0 6a0 Plate 011eM (%VI-- I ' 00.2-11 Id'0-00 Q2-11 f$'9-0-00.1-BL IB'0-0-00-1-e1 LOADING(pd) sPACINO- 260 M. DER- In (loo) Vdell LA1 PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vett(LL) -0.12 5 >999 240 W20 244/190 TCDL 10.0 Lumber DOL 1.25 30 0.96 Vea(TL) -0.2] 5 All 160 BCU_ 0.0 ' Rep Stress(nor NO WB 0.46 Hor4QL) 0.02 4 We We BOOL 10.0 Cade FBC20PV7PI200] Wine MS LWelght:1241b F7=201%, LUMBER. BRACINO- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing i iredly appllad or 434 M pullirs. BOT CHORD 2eB SP No.l BOTCHORD Rigid calling Bloodyappliedar 1000 oc braving. WEBS 2x4 SP No.3 REACTIONS. gGsi2e) 1=2]881058 (min.0110),4=104N658 (min.Q2-6) Max Hoa 1=-55(LC 0) Max Up1I61=d40(LC 6).4=-568(LC 8) FORCES, go)-Max.Oomp.IMax.Two.-All fomes 250(Ib)0r was excepterommovin. TOPCHORD 1-2=fiO93912,2-3=55061661,34=E058R10 BOTCHORD tA.)5]/5383,613=-]]115503,1344=-Pi/5503.514=-]]t/55o3,545=-]5515381, 1515-]5516381,4-18=]5625361 WEBS 20=2]82501,35=2]52524 NOTES 1)2-ply Voss to be wmmued together Win 10d IRA 31'x3')nails es follows: Top chords comecte i m follows:2x4-1 mw at 0.8-00c. Bottom chords corrected as fdlows:2x5-2 rows staggered.10 50 oc. Webs connected as follows:2x4-1 row at 0-9 0 oc. 2)All IOatls we considered equally applied to all pile .except If noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to diddbute only loads noted as(F)or(B),unless otherwise Indicated. 3)Unbalanced tool live loads have been considered for this Easigm 4)Wind:ASCE]-10:Vill30mm(3-second gus9 Vas ll Intel TC01S.0psf;BCBL=S Opst;h=2511;B-15tt;L¢4ft;eave�tt;Cat. II;Exp O;EncL,OCp1-0.16;MWFRS innermost);Lumber DOL=1.80 plate gdp DOI-I.W 5)Provide adequate drainage to prevent water coming. e)This Imes has been designed for a 10ft psi bottom chord live load nonconcubeM with any other live loatls, ])'This times has been designed for a live load of 20.0ps1 on Ne bottom chord In all areas where a recharge 3450 be by 2 0 0 wide well if between the Whom chord and any other members. 8)Protide mechanical comecdon(by others)of Was to heading plate capable of withstanding IM Ib uplift at jolM(s)except gtdb) 1 d40,4=588. 9)Use USP THD26(With fm nails into Girder 8 NASD nails Into Truss)orequlvaleM spaced at 2-00 oc max.about at 6312 from Ne left and to IM 12 to connect Russians)T63(1 ply 2x4 SP),T62 R by 2x4 SP),T61 H ply 2x4 SP),T60(1 ply 2x4 SP)to beck face of bottom cbord. 10)RII all use holes where banger Is In coned with(umbar. LOAD CASES) Standard 1)Dead.Root Lt.(balanced):Lumber Increase=1.25,Plate Increase=1.25 Unit.Loads(toll) Verna 2=£D.2-3=E0.34-60,7-1 0=-20 fq gNN4 nWly Mflanryy,relxvcM PE4a Naiasionn ones eLYMOMI1EneE liciFPoEE.1173-ludemseEfaN . �-In la vxoNy WIIr MIIeA@<m,lelYvo.Rk lleY�ktras]wry urnnrsaunelers Ynwn.antlhlamYrJlutlM UltlYgem,p�renl,ml Irlmayvlem esMe us.IM1V IMpy LLya'melvellN aw¢pxmrny vl�tlan paanvlweVW WquIIYY {wldv RkdeLLJ,'nblMwaLL' , In11tp 6zYpI.BWpYYM:vleabbpewnllvJYpdYJ.kx[1 MmweDatl/a clvnO mNnbrsaiY.11W0utpinpgW m]Vv111wMnI bu:Yp 1e 4Wawrpxlad tm rttilNadlo PeveN M[pv who l+'�wMWdHlxYatlpc{IYdwr✓-0v.fes 9v1n1tl 0110.'xCerep�rl9M xbbotn[kmy.tldNay.eneCMnadlaarlpol V,m'. alnrypeluwa4M51Rw15..QIIwA.a9J1 OY K'L Y1MyCmIWnxY 6901 1L.L6W. f WlxYbmraal axltlHtan 1ni FMe MIMe.21e H,tee5lleel,eJb31201emvfY.VRR2J11. Tanpe,Fl 1A61D 6 yp4 v WHH6 11B&STOA TO N4 GiNa I `Jim BBIBIBIICB D IDIIB & g CwipcmM euwh,J.cmrca.Fl MW flun'BO1De JunA2D16 PMI8010a3un R6R016 Wick lnJitlbu.lrc RISEW14...01]Paput IO WccOeuC_ppF]aC 7EM]IWr]-C9LIFOgIcuzIOB.M?MVWu FWM3WNA46Kzap] LOAD CASE(S) Sl.dU GoncenVbied Loewe Ob) V90:13=P MB)14-1198(0)1x-1148(0)18-1148(8) QWIPXWY-YVDy MWyr AWWrMW�WMPFAp N0168OX)IW IWINCLI/OCO MIEN N6WINCE PIOEfiMl1Am.IDMNrb B30PE U5E Cir WpbrveaYYw'EE Wllek9cauiecbrs.Rh�LLT6 WeMONYrSF'^N�anelels flown,mOhla m MN[LM dIUV cmrp�rlent rwl Instyknr.BV Ka¢rm.lr¢diNrp tleNWe�mu51�Mh TegyAka'Ilholrleylrryamnlaew]µgwvlY Nciv{wrala A64erUn Mo pwovntll eWWemvr.amngkamrnaeEwno.errlwdlnpae wa.�lm,gw�mwor aoramrrm>el:onv. �Ilor�n wham mal>»rrrlm�r�luac6y 'I MiTek' tawvWlegAwwr malhmemwe�Ncay�W w9T Ws4M IwrWWnuvmnaw�lvmow». Rx pMrarN u�«n�rwauhe rre AbLUIblk Ya�e.O&RmY.eraclwnmy pocE'q ollns¢:aM 11rm M1emn reMXL/1%I Gutllh nllMa.U69-69aM bC5 EUYYIq ConpmwX i 6Wf P.-E- fyybYmrldyr prcltlYu kan lrlrgflalelMlMe.RIBN.Iae SRwl.Slle]12 Ne1arM1VRRRJII. --_ � Tarrye.FL 3]B,D o s r� WGGa 11Type city ply 935TOA Tea wastes 1 $ JOD Ion el a o rNs BYWYgCMPmxe ai4T!/,JSFeaMY.FI same Nui:DW JM252016PCl e M JM2a2 XF3NFInRYRa,hc. Fit FaDw14G4P2m)Papal ID:WccGeuC_PPF]oClxtVl]EMxIWY)9X1394e0BVED104deu2891OxloxepselgNBlDzoggS 280 6010 p-0td 1]91-0 19-01-0 ' 280 4810 316fI 31044 ID10 2-00 Sola�186.9 SPNW NAILED NALLD NAILED seaial 6.00 52 ]x10 NAILED 46 NNIFD 2x4 II NAMED Ia5 NNI£D h10 2 1. 3 P 19 6 19 20 6 21 6 6 4a. ] 1 la r 14 22 t9 as 12 11 26 10 2s 2a 2) a RB 16 NAILED x5= NAILED rata= Seto MT2LWS= = NAILED THD26 8 bA sp 9d = spans TND28 NAILED JUSRO NAILED NAILED NAILED ED THUM paries 5x10 MTGMS I I S JU624 JU52d JU524 TID264 THD-2a3 HO' 5-010 4148 13108 9-1F0 1p-11A 2-0 c 4--109 31344 31314 4810 I, b Plate Oma ,(XY)- 120-0-00-2-01 f5'04-80-201.17'0.2-402-01 WEdge.0-3-0119'03 01121110 D-3-004411130-240-2-01 LOADING(part SPACING- 280 CSI. DEFL. In 0.) Vtlaft Ud PLATES GRIP TCLL 20.0 Plate Cup DOL1.25 TC 0.53 Vi 0,15 1012 5888 240 W20 24M190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vi -0.31 1012 5)63 180 W20HS 1816143 BOLL 0,0 ' Rep w StraImr NO WB 0.89 HDrzQL) 0.05 8 We We BGDL 10.0 Cotte FBCMh,U7P12007 WIN,WS, Weigh:385M PIT=20M, LUMBER- ERMINE, TOPCHORD 2x4 SP No.2 TOPCHORD SimMurN wnatl sheaMing directly applied or 680 oc putllns, except BOTCHORD 2x6 SP No.2 and WMcdh+ WEBS 2x4 SP No.3 BOT CHORD Rigid calling cloudy applistl or 10 D-0 bracing. REACTIONS. (IWsi2e) 1571497N-SB (min.61-12),B=8834--7.54 (min.0-39) Mex Hoa 15=22(LC 6) Was Uplift 15=]814) FORCES. pid)-Max.Comp.4Aax.Tei-All forces 250 go)or less except arson shown. TOPCHORD r-2=410W58,2-16=919Y1364.310-91"1384,3-1]=115]&1169, 1]-18=-115]8ry 168,4-18=115]Bg x69.4-19=115]e1118$1920=115]Wri69, 5-2�-115]flq 1fi9,521-108BSI638,521=4008&838,&]=649W0,1-15=-4]11/Bfi3, 6=]354N BOT CHORD 14-22=64]/3528,1322=--4163528,13-23=-133]9193,12-23=-133)72183, 11-12=81&1pe85,)1-20=818110885,10-24=61N10885,10-25:4045725,25-26=0`5725, 2619-27-=01i, - 81 WEBS 2-14=1056'224,2-13=812728]1,3-13=-1Ae94,3-12=02838,5-12=21RO55, 510=6ea�ss5,SXR-]91reon,e-8=a3vsn,1-14---637/4S45,7-9=-2lnaaz NOTES 1)Special connection required to dlstMNe bottom clrortl loads equally thammen all plies. 2)3-ply more to be connected together Win 104(0.131'x3')nails as idlows: Top chords connected as follows:2x4-1 row N 09-0 ix. Bottom chords connected es follows:2x6-3 rows staggered at PMO NO, Weta'connededasfollows:2WL 1row M090oc,Exceptmember3-132x4 1rowai0+0dd,member4-122x4-1rowN04-0 oc. 3)All loads are considered be equally applied to all plies,wcad it n01atl w Dont(F)or Deck(B)race In the LOAD CASE(S)section.Ply to ply connections have been haveprovided n ormadele only loads ndetl w(F)or(B),unless otherwise Intllcaaed. 4)Unnd,.AB d fool live Ioatle Deva man wwl goal) for his 01 Mph; 5)11;E A;En]-116 VYt=180M IRS pi d 9wt)MnaA_101mpD;TG plate rp BGDL=S.OPM;h=25X;B7a5ft;1=24X;wvepft;Gat. q Elle G;Encl.,0Cp=Oae;MFRS(direc4Windl Lumber OOb1.fi0 plate grip DOL180 6)Provess adequate dmirege to prevent wYw Pdidate. 8)All plates ale A4F20 plates unless 10.0 iw IMicaaed. 9)TMs buss a has Deer tlesigned(.,a alive lPat ead cDordn If.M load nmcorlauneM vAm any other live loatla. 9)'TAta Imss Das beenttom Nor for a live loth of annessl on Me bottom cf1oN In all arees where a recaelgle 34O MI by 2-0-0v4tle wall fit be mrs l the DOVam connection aril any other mentals. 10)15-78 meWeWCN mnrrection(by otlxars)of three to beaDrlg plate raPaDle of vAMstantling 100 lb uplift a17oIM(s)except g1=1167 5-]B]. 11)Use USPTHD26(With 1M conails into Ginler8 NASD 2X115 P),Trans)plequivalent epecedly 1NSPoc Max. fees at4-P121mm the left and to 1]-812 to connect Vws(w)T15(1 ply 2x4$P7,T21(a ply N4 SP7,T22(1 ply 21N SP)to back face M boftom cDortl. D Wonval. x—ore'Fn Pa•slna Maar. xf80M)Me ANO MCLUOEa IMIEAl1EE9lANCF PI4EaLP1N m.140.NtlIb BEWPEVSE ce�WNMUPCnN vAT MIaIW ccnpcMs.11wtlaW�k Iwicaf unlY�r psmwlers Nvmn.oq k1wm MM1FI Ir.M'Ap cmpxmt rot Wtlr9 .m. 9aC"Oers" INt�lo geveN bxMlkgo YrM4A M1iml dCMtlmenLga�MY Y laryuaYaq MGa1' V k Wars reWlred In sNYAayaM logevaa wkwwllDwawa Par�rnla4+vmopoPe4vamma. fw(W�aMgub ca mpa�PlDa M ek' 10�Colka rlwpae.tlalrerv.CraCKn m]IxacLganuu®aaaglnYryAnnv H6VIWi%1 WdIly CWW,pseaaaMecu 4iJnpCwrywxM arRa Ewl eke. 3YtlY IMMrMan ahYatla M1an In®1bMMLle,RIB N.Imskeal,aM1e 312 PHxm�h VAZli14. Tarrys,s.FL 32410 e run We T1R6a9t6 119II1W Te6 ✓h Gude 1 3'i JOb Retelelce o timal &mnpconponwn BmgpM.JldmrvYY.Fl3ens BmIDWaeGJB p;7c I tW]ErM Wri9X 3g4 VEb1 Ma FdU2901dNNox6q OMBIDzapS NOTES 12)Use USP JU524(Wim IN nails into Girder 8104 nails Into Trues)cr equlvalenl spaced at 2-0.0 on mat startlingat"-12 from the leg end to 12-0-12 to connect trusses) T16(1 ply 2x4 SP),TIT(1 ply 2x4 SP1,TIS(I ply 2x4 SP),TIS(1 dy2x4 SP)to back fwe of bottom cMd. 13)Use USP THD26-2(Wilt lW nags Into Girder 8104 nails into Tmes)or equivalent at 1008 from the leg end to connect tr m(es)T20(2 ply 2x4 SP)b backfaos of bottom chord. 14)Use USP THDH2 (Wgh 1W nails Into Girder 816d nails into Truss)or equivalent at 1834 tram the leg end to connect mantes)T23(3 ply 20 SP)to beck face of bottom chord. 15)All all nall holes where ganger is in correct Win lumber. 16)'NAILED'indicates 3-1 W(0.146'a)or 3124(0.14 a,25')toe-nails.For more Wirds refer to MTek9 ST-TOENAIL Detall. 17)Hanper(s)or olM1er mnnaction defrosts)shall be provlded sufficient to support conceMmietl load(s)2(111,Mean and 110 to up at 2-00,and 2611,down and 110 to up at 17-114)on top chord,and 5Ib does,and 43 to up at 2-2-2,and 5111 down and 4311,up at 17-8-2 on bottom chord The draw gnAsetoctlon of such connad lon device(s)is the noWnsldilly of others. LOAD CASE(S) Standard 1)Deed.Roof Live(bNanced):Lumber Increase-1.25,Plate Ircreasa_1.25 Uniform Lintels(pg) Ver:1-2=bo,2-6=W.67=.W.8-15=-20 Colcantrated Loads(Ib) Vert 11-788(F=2,B—Weh 10.5(F)13-785(F=2,B=785)12=-M(F-2,B=78(l)10.2(F)9-5(F)22-11 W(F—2,B-1128)23-792(F-2,B=790) 24=-1401(8125=-1059(8)26-2(F)27=-1089(8)28=Wit(B) Q ad.-YMIyCWan yvmnrte=and PEADNTEa as—AND—L4OE0heades EENLNfEPIOE-1177—.140LNI6aEWaEWE Dlyr WNlw aN' .1Ir,ldla4®cmrecloa andefF}i61wv1.Y .,ln Pumo.e3 Twfm w'A.kx T irlN dMh3cmwrenl rot lap amen.aeMw ..lv4dn dawvm mut vedN.r "uufey of nosPn poonm—.poled,Lcwtwalafwdayr MO Xwovadl dWptMYo, adhg 1.k b 1.A ua4mu.1 .me WeDOWMC Admem[aaaey.M]kxXl bWO mFuaY and reotd¢de 4dwgs�ep4etlM pd;IdYu✓Jlo WevenicrNgng Min p-.ffiiMr Pnwnl feEym]PWeIY WIWo, fp g�atl gb�ce�p�tla0 fur es,rear QeaA a,u Ney name MW snwry4e31Z hAX9NRl VA MIA.ale,43adVaq LL9YMpCOmpwW4 960fPob.1. edeY pYplllplm vtldee pcm l�flalx lnslM4e.R1a N.lea Shwl.S1@312 NeLatlh VA MIA. Teirye FL S1a10 oy D S m S v vv S "os a JN O m°pnJmom-goni ¢Oomy�.m� o�zn�a � mFJ ^ a'JO_ a "' yogaFnn Jn omOm' D n S g7- o nz1 Oz " 1 JD ¢U' a6 . ° (Nf nogaolin4OJ."23gpJ33�sn2=m�f'mommm� j° �v.apoFQa �c3r- _ 0. aompomaxOnJ_' D, o �a W 0:FmOsouo, ma » < m o � 3 a ° „! 102, a cy C moJm ° ° 0mE0 om mfmm� ¢a mO nmm ° O . Oy� ' Fa3 _ n ° aom ° 0 m° o� m S m Z ° nO Om Jmp J Nmn0Oo m ° ao oo° Jno co2 - om ° tau oo Opn ro soN ? m - F 03 = ay n Z. Asa m TOP CHORD yam J Z J yD p C � o Qy//m_1 w m AH p A Fm n & ��'.,A g ,9,m c m N O m cr 0 sWo`i mim' my D " D 06 O ZD m c .m v a ss " w� xv Q � m m °' a� "' Yz O SS OX n �. m �• mnm D'O O z 05 m o x om Fn r �n O 90 m 3 m ° s ° n ^ �' mSS 0 n n v z O ! D /� [� J N m z o m J \V _m S Q n p x�E ° 3 A m m 33 g m d z Jmmi 8+ m c N m cas c » u n y m TOP CHORD 8' 0 4J qq g qn< 3A $g " a$ 8$ E b m $� S'� m nag r °e-S a m g" 4D 3 C ® o! $92 3 !x n3 ag3 sn oa °m m 3 sas m Rnp�p S8 0 20 m3® 9 on _ �4 �C� � �Q a� �p o �a 3 �=,n om gig g 0s Q N �1 ° 3�8 � t 8 sQ �Q & � m µ3° 33 m3� a1°$. �$ °m �3 xa o , Vi Q� IN Id.In> n i° 'o m.R °� xRq'� ��„ ¢� Wase ba O n9 mgas 9'-@ g n33 9m SR,, og p 7 g ¢J a P ski °a's.m _p a6 %a mag ° &� c3 3 $Bg R s Q Q�3 0za Sa lose eta 8 (-) �$S "3 3 °_ $! _° ao 3n m& °v am in aom °0 O O Q 9 Hi a 1 a 8 s o� 8 '�aaSq a s !oo $� n $ s'q m� a a a $° a 3a v� 03 "oa QRm mx o i z Zm 4 13 O°°' $a ° 2g n°^m N m 3 am ; F ° �8 a a m mQ a ma a D s 3 „ �m ma m Z 3� 3 p a rt N MAP SHOWING PLOT PLAN OF L 0 T 165 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOL` 67 PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNT)`g FLA, CERTIFIED TO. TOLL BROTHERS, INC. OFFICE COPY L 0 T 1 4 6 LOT 1 4 4 L 0 T 1 4 5 S03-33'50"E' 71889(CALL) 86-25'58"E 4 w� a� Pt0 �ZON'E"XEL 6 oV �a STORMW ®� WA TER MAN z PAC/LIT `GEMEN T NBIR•3o2'DATA�c2 DRAINAGE EASEMENT CH 22.7®° R 590.00' A 22.70' �! 02-1217" w LOTcvv 1s M (VACANT) c a- _ _,C2 BUILDERS QQQRSEMENT --ZA�TX7.3 SIGNED:A- ----- NAME:Z�an�pt DATEOOK LO : TJ� ALL PAVERS mJ J T M O ALL MEASUREMENTS ESTIMATED — - - __ _ _ - P31.7 -1 FRONT 5 !8± SQ, FT. -_ --- - � 2 ROP hl eRrckOPED c0VeRe® "1 -� BACK 317± SQ. FT. �J a�R PORCy I� J 55.0' w ® PROPOS �`- DENOTES DIRECTION OF FLOW aJ CUSTOMCR0; w TYPE "B" DRAINAGE J o MOD ELRESIpENCE J ELEVATIONS SHOWN THUS (11.90) J`J W==5,5.00, S O'°FZ" J o WERE TAKEN FROM ENGINEERING PLANS ®` J BY TAYLOR & WHITE, INC., DATED 04-15-14 Q F�F �(6®g®'M coj ELEVATI t'z�)PR , o NS SHOWN HEREON 4 )) (r oPmW J `- `� C� REFER TO NAVD OF 19$8 Q 1 Two CAR o J j wo f tai 0 0 2 i0, 7 �a+3acE o 0 4Q q J 0 DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN PROPOgEO 20 R L s ti 7J5• LOT 165 MODEL "SAN TROPEZ" BD&I VER Y 6RROPOSEO po Y m VN LOT SIZE 16,340± SQ, FT. 2 RECLAIM N'"ENT Y WALK--SEA cq DRIVEWAY TO R/W 382± SQ. FT. WATER ❑ El SEWER 7s'�Ea {'yi1;1'r L METERS 4 0 N8 EASEMENT ENTRY WALK 81± SQ. FT. z4)7W LZz RIGHT—OF—W Y LENGTH 70.01 FT. 23.3.�`" '47.,30• EWA TE R R TOTAL IMPER AOUS COVERAGE 3,612± SQ. FT. 22% CURVE DATA Cl TOTAL EASEMENT AREA 525± SQ. FT, �MBER PRopo� SE N81"•47'19"W • RIDGE CURS°&cuT�ER CH 22.70' TREE SCHEDULE (50 RIGHT c 1VA LANC R 470.00' Y) LOT SQ. FT. MINUS EASEMENTS/WETLANDS 15,815 A 22.71' ACRES=15,815 430560 0.36 02'46105" ACRESx40=RE IUIRED TREE INCHES 14.4 THE REQUIRED NUMBER OF TREE INCHES WILL BE MET NOTE ALL UTILITIES SHOWN USING 2" DIAMETER TREES, HEREON WERE FROM 70% OF REQUIRED PLANTED TREES SHALL BE CANOPY TYPE, AS—SULLY DRAWINGS WITH NO MORE THAN 50% OF THE SAME SPECIES. PROVIDED BY CODY'S PROFESSIONAL SURVEYING AND MAPPING, INC. i 12-18-14; JOB #10114 THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONES "X" & "AE" (EL 6) AS SHOWN ON FLOOD INSURANCE RATE MAP 0408HFOR THE CITY OFJACKSONVILLE, FLORIDA, DATED 06-03-13 L � AMERICAN SURVEYORS OF FLORIDA., INC. LAND SURVEYORS - 3751 SAN JOSE PLACE, SUITE 15 - 1ACKSONVILLE, FLORIDA, 32257 - 9041279-0088'- LICENSED LAND BUSINESS NO. 3857 L f _ F.F. -FINISH FLOOR ELEVATION COV. = COVERED A/C -AIR CONDITIONER SKETCH FOR PLOT PLAN ONLY - DOES NOT REPRESENT OR PURPORT TO SHOW FNM. - FOUND LD. - IDENTIFICATION BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY —*51 4 ESM'r- EASEMENT JEA - JACKSONVILLE ELECTRIC i - CONC - CONCRETE AUTHORITY MON, MONUMENT P.T. - POINT OF TANGENCY LP. IRON PIPE P.C.P.- PERMANENT CONTROL POINT A A - IRON ROD P.C. - POINT OF CURVE AMERICANAMERICAN CCH - DELTA ANGLE P.R.C.- POINT OF REVERSE CURVE SURVEYORS P.C.C. PAINT OF COMPOUND CURVE A =ARC LENGTH SURVEY NOT VALID UNLESS EMBOSSED BY SEAL R - RADIUS D.R.L. - BUILDING RESTRICTION JAMES D. HARRISON. JR,. No. 2647 OF FLORIDA, FLORIDA(CALC.)- CALCULATED f P&L' FPOWER do LIGHTM - DEED (TYP•)- TYPICAL MICHAEL A. GARRETT, No. 6643 P - PLAT NGVD - NATIONAL GEODETIC VERTICAL 1p pp s R� - RADIAL.LINE DATUM SCALE 1"=30' - CENTER LINE NAVD - NORTH AMERICAN VERTICAL { R/W - RIGHT-Of-WAYP I - POINT - S TOF INTERSECTION -x— - FENCE EOW - EDGE OF WATER DATE 11-14-16 (W) - WITNESS Toe -TOP OF BANK FL IDA R ISTERED S AND M P —S F.B. X DR. BY BRB DIR, P:\2016\81145-152609-plotplan ORDER NO. 152609FILE 81145 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. �. November 9,2016 O U a " 9 4.j yy « k Srir C% 6 t` /�\ bpi a 'L y x. m Y P U ;. % A, 93 Ayws ¢ e a U- kit Z ® `ted' a cn Ova G. Drummond, AIA ® � = AR 96399 Lu H Manuel Gonzalez, AIA 0 AR 96730 ce- z c Sang-Yub Lee, PE ® WABBREVIATIONLIST GRAPHICS LEGEND S UARE OT NOTES LIST OFD AINGS 72328 LU ce ® PARTIAL SECTION INTERIOR ELEVATION CARIBBEAN ELEVATION ■ "t N W = ¢ Abbrev. Description Abbrev. Description Abbrev. Description _ DETAIL# - DETAIL# AREA CALCULATIONS S.F. a > oo C1 COVER SHEET - Index of Drawings w w uu ® ___ DRAWING # DRAWING # GN1 GENERAL NOTES a ■ ® 0 = # NUMBER F.P. FIREPLACE PT. L.D. POINT LOAD FIRST FLOOR 2088 a M = F- & AND FRT. FRONT PWD. POWDER T DETAIL CALL-OUT FOUNDATION PLAN ■ "� � z - EQUAL FT. FEET PLW. PLYWOOD BUILDING SECTION �. .` _ SECOND FLOOR 1212 o A � o � LU � ® 00 @ AT FTG. FOOTING - - DETAIL# ( DETAIL# A1.81 FOUNDATION PLAN L.} w � � LU z R RISER ___ _ _ DRAWING # a --- DRAWING # A1.N FOUNDATION PLAN, NOTES, SCHEDULES, & DETAILS ■ o 0 > 0 A/C AIR CONDITIONING F.O.M. FACE OF MASONRY TOTAL LIVING AREA 3300 LU w 0 HABV. ABOVE RA RETURN AIR to ® ~" z ADJ. ADJUSTABLE GAL GALLON RAD. RADIUS % CEILING HEIGHT CHANGE FLOOR PLAN ® ■ U3 ® �� A2.81 FIRST FLOOR PLAN < ® A.F. ABOVE FLOOR G.A. GAUGE REF. REFRIGERATOR COVERED ENTRY 64 CENTER LINE SPANISH TILE A3.81 SECOND FLOOR PLAN �+ Cy- LU z A.F.F. ABOVE FINISHED FLOOR GD GARAGE DOOR REINF. REINFORCING , Q W ® � GROUND FAULT ROM COVERED LANAI 317 A3.N FLOOR PLAN NOTES, SCHEDULES, & DETAILS Q z w Ce z AHU AIR HANDLING UNIT GFI INTERRUPTER RM' ® ELEVATION MARKER SHAKE SIDING _, 0 GARAGE(s) 649 FRAMING PLAN o a A �- 4 ALT. ALTERNATE GL GLASS R.O. ROUGH OPENING SLAB RECESS SIDING P z R D. RE UIRED % BALCONY 72 FLOOR FRAMING PLAN, LINTEL &WIND PRESSURE A LU z w ALUM. ALUMINUM G.W.B. GYPSUM WALL BOARD Q Q A4.81 x o ��- R & SH ROD & SHELF FRAME BEARING WALL BRICK DESIGN a o ® © o B.B.Q. BARBECUE H HIGH R.W.C. RAIN WATER CHANNEL TOTAL 4402 A4.R.81 ROOF^FRAMING PLAN, HEADER & WIND PRESSURE ■ O N = z Q BD. BOARD HB HOSE BIBB INTERIOR WALL .� STUCCO FINISH DESIGN ® �, ® °C SF S . FT. S UARE FEET (NON-BEARING) A4.N FRAMING PLAN NOTES, SCHEDULES & DETAILS 1- 0 B.F.F. BELOW FINISHED FLOOR HD. / HDR. HEADER / Q Q a 0 J BOTT. BOTTOM HGT. / HT. HEIGHT SGL SINGLE CMU MASONRY WALL --- EARTH EXTERIOR ELEVATIONS ® o A5.81 FRONT & SIDE ELEVATIONS z 2-1 v C BR. BRICK HORIZ. HORIZONTAL SHT. T WALL INSULATION Ce ® z BKFST. BREAKFAST SH. SHELF GABLE END `t Ce ® INSUL INSULATION SHWR. SHOWER A5.1.81 REAR & SIDE ELEVATION, & ROOF SLOPE PLAN ® z 0 0 FRAMED KNEEWALL DECORATIVE STONE i ,© LU CALC. CALCULATIONS INT. INTERIOR SL. SLIDER A5.2.81 EXTERIOR ELEVATION DETAILS pC w ce LU �c W C.J. CONTROL JOINT I.L.O. IN LIEU OF SPECS SPECIFICATIONS DROPPED SOFFIT PRE-CAST LINTEL/ HEADER z U- Co BUILDING SECTIONS ® W �, z ® CL CENTER LINE S.P.F. SPRUCE PINE FIR A7.81 BUILDING SECTIONS = n tf o z CLG CEILING KS KNEE SPACE SPRG. PT. SPRING POINT ¢ � LnQ DESIGNCRITERIA = G, � CMU CONCRETE MASONRY UNIT STD. STANDARD E- � T L LONG STL. STEEL DIFFUSER LAYOUT C� C.O. CLEAN OUT Ce z COL. COLUMN LAV LAVATORY STOR. STORAGE TWO STORY: FIRST FLOOR - FRAME SINGLE FAMILY RESIDENCE: GROUP R3 M1.81 FIRST FLOOR DIFFUSER LAYOUT M2..81 SECOND FLOOR DIFUSSER LAYOUT m w N 0 COMP. COMPRESSOR LDRY LAUNDRY SECO D FLOOR - FRAME BUILDING TYPE: V - B w Q w w z o 0 CONC. CONCRETE LIN LINEN T TOP ELECTRICAL LAYOUT '� z z zLU ¢ CONT. CONTINUOUS LT LAUNDRY TUB T&G TONGUE & GROOVE RISK CATEGORY. II F- Q w cn w o FIRST R E E1.81 S FLOOR ELECTRICAL LAYOUT2w- co '�° ® TEMP. TEMPERED I DE WIND DESIGN BASED ON: ASCE 7-10 E2.81 SECOND FLOOR ELECTRICAL LAYOUT '—' 0 o m DB. DOOR BELL M.B. MASTER BATH THK. THICK DESIGN BASED ON LORIDA BU LDING CO ._�.. U ® a � � ® � DBL. DOUBLE MAX MAXIMUM T.O. TOP OF 5TH EDITION (2014 0 ce - STAN A D NOTES & DETAILS a Z -j ¢ o DR. & SH. DOUBLE ROD & SHELF M.C. MEDICINE CABINET T.O.B.B. TOP OF BOND BEAM F.B.C. 5TH EDITION (2014) RESIDENTIAL ULTIMATE DESIGN WIND SPEED - 130 MPH D3 STANDARD NOTES & DETAILS = °¢ `�' �`'� Lu_ Co DECO. DECORATIVE MFR. MANUFACTURER TR. TREAD - U (f' �- �► F.B.C. 5TH EDITION 2014 MECHANICAL NOMINAL DESIGN WIND SPEED - 101 MPH D7 STANDARD NOTES & DETAILS w z w DETAIL MIL. MILLIMETER IRAN. TRANSOM ( ) <C ® DET. D8 STANDARD NOTES & DETAILS c,n ® C:' Q (n � DIA. DIAMETER MIN. MINIMUM TYP. TYPICAL F.B.C. 5TH EDITION (2014) PLUMBING EXPOSURE: Bw OCA m m w DIM. DIMENSION MIRK. MIRROR F.B.C. 5TH EDITION (2014) ENERGY ENCLOSED BUILDING INTERNAL ® � � ® DN DOWN MLDG. MOLDING UC UNDER COUNTER +,18/-.18 VIE. HOUSE ELEVATION ABBREVIATIONS U 9 z = ® W CONSERVATION PRESSURE COEF.. ABBR. FULL NAM ~ N N 5. U) W cn DR. DOOR M.P.H. MILES PER HOUR U.N.0. UNLESS NOTED E ELEV. CODE �-- � �(2014) FOR WINDOWS/DOORS, SEE FLOOR MAN. MANOR o3 zU0 Q = OTHERWISE F.B.C. 5TH EDITIONFUEL GAS �- U U F- DS. DOWNSPOUT MT METAL THRESHOLD PLAN FOR ACTUAL PRESSURES: X I� C) ¢ o- m TRUCTURE V.B. VAPOR BARRIER F,B.C. 5TH EDITION (2014) ACCESSIBILITY WIL. WILLIAMSBURG 07 _ oc D.S.S. DENSE SELECT S c� LL, PRO. PROVINCIAL 08 w M HER N.T.S. NOT TO SCALE VERT VERTICAL z ® > DW DISHWASHER NATIONAL ELECTRI CODE 2011 NFPA 70 FEMA RULES RE ULATIONS � �- C>0- 1-4 �- ( ) & G 0 � CHA. CHATEAU 09 m ® ¢ L W 0 DWG. DRAWING V.T.R. VENT THROUGH ROOF z LU o ,z z � O.A. OVERALL N.F.P.A. 101 2014 ASCE 7-10. MINIMUM DESIGN LOADS vER, VERSAILLES 10 v t5 ® � w u, t CLA. CLASSIC 18 _ _ cn w ® z E EGRESS O.C. ON CENTER W WIDE THIS D WING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED ® v cn L9 w o MED. MEDITERRANEAN 19 z H END O.H. OVERHEAD W/ WITH � �4 � ' L.n z E.E. EAC AND SEALED OR WHILE CURRENT CODE IS VALID W �, TRA. TRADITIONAL 20 >- ® E.W. EACH WAY OPT. OPTION(AL) W.C. WATER CLOSET '� 0 Q j ® EL. ELEVATION OPNG. OPENING WD. WOOD COU. COUNTRY MANOR 21 ,--I 0 ELEC. ELECTRICAL OSB ORIENTED STRAND BOARD WDW. WINDOW HER. HERITAGE 22 ED J z ENCLOSURE PED. PEDISTAL SINK W.I.C. WALK-IN CLOSET CMN, CIMMARON 28 in ,._, ¢ ENCL. °1J w 'i POLY POLYVINYL WP GFI WATERPROOF GFI MSN. MISSION 30 � ® = z ENG. ENGINEERED „� o POUNDS PER SQUARE CFT. CRAFTSMAN 31 J Ce Q u, EQUIP EQUIPMENT P.S.F. FOOT W.W.M. WELDED WIRE MESH SCL. SPANISH COLONIAL 32 2-7 0 U3 EXT. EXTERIOR P.S.I. POUNDS PER SQUARE INCH W.W.F. WELDED WIRE FABRIC BOR. BORDEAUX 33 w = ® FIN.FLR. FINISH FLOOR PSL PARELLEL STRAND LUMBER BRO. BROUGHAM 39 ,--- REN. RENAISSANCE 40 Ln ® � FLR. FLOOR P.R. POWDER ROOM z ® � FND. FOUNDATION P.T. PRESSURE TREATED VIE. VIENNA 41 O � �.., W � � TUS. TUSCAN 44 00 z U- CLS. CALAIS 46 `r' z z 0 ITV. ITALIAN VILLA 58 Ln - cn 0 z 00 PBC. PALM BEACH 80 CRB. CARIBBEAN 1 0 ®Q � � I Q 8 � w Q CST. COASTAL 82 N U.J Wu- z W zW � 0 aj � 0 OFFICE COPY > < U-1® 0 w LU ~ O u; (j ® G.. 0 W z = � z REVIEWED FOR CODE COMPLIANCE ¢ oc � m U CITY OF ATLANTIC BEACH = v) p z = F- SEE PERMITS FOR ADDITIONAL, � W ce I r] r] c ® E- REQUIREMENTS AND CONDITIONS w > w m wV � � Q // 1 = Q = � S D w oo w flA'1'C: J 6 6 cn U cn z w z _J v REVIEWED BY. 1 14. 0 0 U- -J SERIAL NUMBER 0 v TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. Q GENERAL NOTES DOORS &WINDOWS PLUMBING NOTES C 0 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 j 1. IT IS THE SUBCONTRACTORS SOLE RESPONSIBILITY 0 DETERMINE ERECTION PROCEDURE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH 24 INCHES IN RESIDENTIAL « . HEIGHT &5.7 S FT.. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE l 3� AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS Q. ALL HOSE BIBS SHALL BE FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 26"ABOVEY � FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54 A.F.F. DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO,THE ADDITION OF GRADE. .L WINDOWS GREATER THAN 72" ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT �- WHATEVER TEMPORARY BRACING, GUYS OR TIE-DOWNS MAY BE NECESSARY. GREATER THAN 24" OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES PIPING EQUIPMENT, ETC. w CL THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. x3 $ �tk m SHOWER HEAD F- WINDOWS INDICATED WITH (E) OR(EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. ° ,� CODE W/ RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24, HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE 71-411 HEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL BE 6'-10" @FR 9f37 SLIDING GLASS DOORS ALL GLAZING AT TUB AND g ` ALL GLASS WITHIN 24 INCHES OF ANY DOOR, 't k. SHOWER ENCLOSURES AND WINDOWS LESS THAN 60" ABOVE STAIR LANDINGS OR TREADS SHALL BE N w GENERAL NOTESt TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2014 FBC 2411.1.2 M d ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND STRUCTURAL DESIGN CRITERIA t SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. �� z �- ROOF 20 PSF (REDUCIBLE) 3 ` O LIVE LOADS: SOLID WOOD DOORS NOT LESS THAN 1/ INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE p RESIDENTIAL FLOOR, UNLESS 0TH RWISE INDICATED 40 PSF STEEL DOORS NOT LESS THAN 1% INCHES (35 MM)THICK, OR 20 MINUTE FIRE-RATED DOORS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE ;M s 40 PSF NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. Ova G. Drummond, AIA 40 PSFz � BALCONIES/DECKS WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES, PRESSURE zSTAIRS 10 PSF TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4" DIA. x 3 1/2"TAPCON SCREWS, 6" DRAWINGS SHALL NOT BE SCALED. AR 96399 w ATTIC WITHOUT STORAGE FROM EACH END AND 12" C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ Manuel Gonzalez, AIA INSTALL SOFFITS PER FBCR R703.1.3 AND R616. O = 20 PSF (2) ROWS OF 10d NAILS AT 10 C/C. AR 96730 Lu cje F- ATTIC WITH STORAGE 3Q PSF LU HABITABLE ATTICS 30 PSF WIND BORNE DEBRIS REGION SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). Sang-Yub Lee, PE m 72328 z SLEEPING ROOMS LU J 3000 PSI EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE O CONCRETE CONCRETE UNLESS OTHERWISE INDICATED SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE ■ Q 00 p — r OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE w o STRENGTH MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE v, ® N M Q w @ 28 DAYS APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL REINFORCING: WELDED WIRE FABRIC SHALL CONF RM TO ASTM A185 PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. w w U-1 = m ASTM A615-60 60 000 PSI > �- AS O ALL REINFORCING BARS �+ ® � w GYPSUM WALLBOARD ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI p ® = POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS. OF PROVIDE 1/2" NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8°'TYPE "X°' GYP. BOARD ON ALL Z: = F-- FIBERS PER CUBIC YARD O Q <C o '°� H z GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE 0 o ® � O CONCRETE ASTM C90-01, STANDARD WEIGHT JNITS, fm=1500 PSI MORTAR TYPE "S" 1800 PSI RESIDENCE AND ITS ATAREA BY NO LESS THAN 1/2" GYP. BOARD APPLIED TO THE GARAGE SIDE. U w 00 00 > cn MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED ■ �' ■ ._jw z UNITS: DURING CONSTRUCTION HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8' ABOVE FINISHED FLOOR. o 0 O > 10 Q STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD E UNDER STAIRS SHALL HAVE WALLS UNDER-STAIR SURFACE AND ANY w ® STEEL: WELDS: E70XX ELECTRODES ALL OLTS CAST IN CONCRETE, ASTM A36 OR ASTM A-307 ENCLOSED ACCESSIBLE SPACE pSOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" INCH GYPSUM BOARD. a a-- _ WOOD BEAMS, RAFTERS,JOIST, PLATES: L.N.O. NO. 2 SOUTHERN YELLOW PINE (19% M.C.) O O LU ® FRAMING: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR, or OSB w V LU Q FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) GLASS BLOCK O '� LU a WALL SHEATHING: PLYWOOD C-C/ -D, EXTERIOR OR OSB MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S - 1800 psi AT 20 DAYS EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. a w = VERSA LAM BEAM: Fb = 2900 PSI ( .OE) CK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. a n WOOD COLUMNS: PARALLAM 2.0EU.N.O. GLASS BLOCK A LU �" z � x � � Q z w BUILDING IDENTIFICATION _ Q WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: av ~ oC TRUSSES: P CHORD LIVE LOAD: 20 PSF 20 PSF APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH w ® � TOP CHORD DEAD LOAD: 10 PSF 20 PSF POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE N J PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4" TALL AND 1/2"THICK AND CONTRAST WITH � C) BOTTOM CHORD DEAD LOAD: 10 PSF 10 PSF THEIR BACKGROUND. 1 F- O TOTAL. 40 PSF 50 PSF STUCCO z ® � J WIND UPLIFT RESISTANCE: 10 PSF 10 PSF � ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8 THREE COAT STUCCO V ,� SEE DRAWINGS FOR SPECIAL CON ENTRATED LOADS. DESIGN FOR NEW WIND FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL z w O UPLIFT AS PER SPECIFIED CODES, EDUCTING A MAXIMUM OF 5 P.S.F. DEAD PLYWOOD PANELS. 0 o QVC CTU L DEAD LOAD LOAD, BUT NOT EXCEEDING A . CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. > � I z w WOOD FLOOR DESIGN LOADS: OUTDOOR KITCHENS ce LU < oC °C TRUSSES: DEAD LOAD: 20 PSF w ALL CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. w w U u_ m LIVE LOAD: 40 PSF CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE = cn z ® TOTAL: 60 PSF FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR cn O Q GRILLS OR COOKTOPS. w w ANCHORAGE a- FOUNDATION/SITE PREPARATION: METAL AND WIRE LATH: M ca < > 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. � ® � 1. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOL BEARING PRESSURE OF 2,500 PSF, 2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL w < W O ® = FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE COMPACTED TO A DRY DENSITY BE PLACED NOT MORE THAN 6 INCHES APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE z z z LU OF AT LEAST 98% OF THE MODIFIED PROCTOR MAXI UM DRY DENSITY, DETERMINED IN TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. C!? (~j r' Q ® ® oI! ACCORDANCE WITH ASTM D-1557, TREAT ALL SOIL F R TERMITE PROTECTION. 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT \ O ''�., •,.,�, O OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST 4 INCH AND p z Z LU 2. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEOTECHNICAL ENGINEER BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH, METAL AND WIRE LATH SHALL BE 0- p ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. LU W ® � TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPA TION EFFORTS. LOCATIONS w 11 GAUGE BARBED GALVANIZED OR BLUED NAILS 1%" INCHES LONG HAVING A HEAD NOT LESS THAN ® w a O z FAILING TO MEET THE GEOTECHNICAL ENGINEER'S R QUIREMENTS SHALL BE RECOMPACTED Y8 INCH IN DIAMETER. 0 = m ® AND RETESTED AT THE CONTRACTOR'S EXPENSE, AN AS DIRECTED BY THE ENGINEER. ~ w z c�i 3. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY AND THAT THE MIRRORS z U) O 0 MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. Q z COMPACTION REQUIREMENTS HAVE BEEN MET SHAL BE MADE BY THE GEOTECH. ENGINEER. m w H,V.A.C. NOTES ® J LU TERMITE SPECIFICATIONS: > THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: z MECHANICAL RESIDENTIAL AND ENERGY CONSERVATION U_ �t ® ® z = ® w MOUNT ALL THERMOSTATS AT +4'-0" ABOVE FLOOR, °C LU ® cin w w SECTION R318 PROTECTION AGAINST TERMITES �-�' z Q = TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED ALL INTERIOR& EXTERIOR MOUNTED H.V,A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE J LU E- � � � � PESTICIDES, BAITING SYSTEMS, AND PESTICIDE APPLIED TO WOOD, OR OTHER APPROVED METHODS WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES, THE H.V.A.C. � � ' < M ce CO OF TERMITE PROTECTION LABELED FOR USE A PR VENTIVE TREATMENT TO NEW CONSTRUCTION (SEE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. ' 0 ce w z SECTION 202, REGISTERED TERMITICIDE). UPON OMPLETION OF THE APPLICATION OF THE TERMITE_ '� ELECTRICAL NOTES C° Z-1 O > PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING _ m o Q 5, cn w 0DEPARTMENT BY THE LICENSED PEST CONTROL C MPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE DWGS. ARE DIAGRAMMATIC &INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. z LU = THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR s w LU ® w z TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA TO THE COMMENCEMENT OF WORK, DO NOT SCALE ELECTRICAL DRAWINGS. Uj MER ERVICES. a U � w ® z DEPARTMENT OF AGRICULTURE AND CONSUMER ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL = z V ® NOTE: ELECTRICAL. CODE &ALL CODES, REGULATIONS &RESTRICTIONS HAVING JURISDICTIONS. LU 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION LIQUID BORATE GROUND-FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 &20 AMP OUTLETS INSTALLED m °� ® OR BORA-CARE" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT OUTDOORS, IN BATHROOMS, &GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. p < w O APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. LU - > U SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE)TO F- z _ ® 2) PRESSURE TREATED LUMBER THAT HAS BE N CUT OR DRILLED THAT EXPOSES UNTREATED NON-SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO U-1 0 J z PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE U) -� �CSHALL BEWISIBLE "POR LU w `� to OPTIONAL BORATE APPLIED TO ALL F ME MEMBERS WITHIN 24" A.F.F. BATTERYOBACKUP SYSTEM MDULTIPLE DETECTORS WE ®BE TINTER®NNECTED.EST BUTTON WITH w ®� O ALL ELECTRICAL SWITCHES SHALL BE 48" A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6" cn en cn FROM EDGE OF OPENINGS. O w w E THERWISE NOTED. ® p � � ALL WALL RECEPTACLES SHALL BE 12 A.F.F. UNLESS 0 Fw-- p ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12 aC = ® Uj CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY,THE LOCATION OF SERVICE AND V) Uj F-- SHALL LOCATE METER AND PANEL AS REQUIRED. Q O = p VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. w " � z2 z "- O ® � ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30"A.F.F. E z z IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM, O BEDROOM, RECREATION ROOM, BATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREA,ALL ,'-'o, p Q j 125-VOLT1 15- AND 20- AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. Q Q w d THERE ARE NO EXCEPTIONS. J c� 0 c j ° LU w ® z Uj w w u z a N z ;; O Uj ® ® O En :]= c.v Z a� z = � z '� v J Qw w DC in W � d m► o LU om0 =M w w c c �� o OFFICECOPY Q � w � z za' �, .� U ® u.i __j o 0 „ SERIAL NUMBER 1014.1 Q AC U t- 0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING 551.011 CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. November 9,2016 ® 231.411 311_811 811 181_611 8 111_211 Q,► ma (� (, Q � . .. �� "vim" " a G o 2 /A 7.81 k CO # z z ® 0_0 (n ® 01-01ELEV. t 73 I TOP OF PAD (TYP. OF 3) y x41 . z U_ I ® PRE-PLUMBING - z CD ® - FOR OUTDOOR 2'_21► d- Ovan G. Drummond, AIA KITCHEN 1'-21 a, AR 96399 Manuel Gonzalez, AIA � W PROVIDE GAS LINE AR 96730 1 a 0cy- FOR OUTDOOR I o Sang-Yub Lee, PE o =p. cc KITCHEN I , 72328 W 1Z ® I ® ON 00 Wim ® °° CL z — J Q r ----------- �-r- I i o w W = m 1 1 I ✓til W W F~- Q^ i i 1 c3 II cl w ® _ = i ii I I I 1 I1 C �° 12 -6 o Q ¢ o Q I~i z I I l i 1 - T l W 0 W a 1 A1.N 01_011 r `1 ® N ■ J W ® 1 c o o w o i i FINISHED FLOOR i HB W ® r-1 I I I _ w-i r-1 I _I �I2 ■ ■ I , ~ ® � � i II ® I = i u i a O U LU 1 1 I 1 i W Z r A ® Q 1 11_611 1 1 Q H W CL. 1 woCz o i n i i F � � a A v I_Gt1 (11_1n 1-1111 1 I I G 1 U I I 7 I I I f I a cn ::�l ' i t PROVIDE ELECT ICAL 1 1 I I A LJ }- Z ; � I , I I B . SINK 1 = z �' ' ---__-----_-_-_ I 4" PLUMBING 1 ' CHASE I I LI 1 o o -1 --I-- I I I I I I W/ pI P® ■ ® U ® 0 rB _ �_ _ i _ _I _I WALL, TYP. U.N.O. _ _� _ - - - - - - I - I irk II- - _ --�-�- - - - B N W L_ J I I I I I to I = a Q � I L�_� � �--- -- �=_ -� Ci—i i� i � i l 1 m mil GAS LINE i o _ I; ® ; ;' �; 6" PLUMBINGIWALL I 1 �LL�'J�I FOR o LU QI I ' 1 II I I COOKTOP z o o f I N I I I 1 ►--1 z 0 CL C13 ►i ' ' AIA W Q cn �n 1TYP. Q z QU ® -- ---_--- --, -5 2 1 I I L L J — I ce O 1 00 1 1 1 > LLJ M ce // \\ I _1 -- --------_J I I n - I rr Q t t 1 -11 1 O oC U LL m ° ��\ /� I ' I Ir�• ► ' I NOTES: I N LU W w z ® PROVIDE GAS ____ �, I I GAS LINA Q z I - -� I �L=_ I FIN. FLOOR TO BE �� cn cn �t LINE TO 1 - -=-- - I 1r 1 1 J � ' I I ----- _ _ FOR I 18° MIN. ABOVE W cC � 101-411 3 6 I I , I I = W TANKLESS GAS DRYER I I I'Z _ , , �- , I CROWN OF ROAD. I I I 1 ce 2p- w WATER HEATER �;' 6" PLUMBING WALL 1 I ;-i' _ -- L---------------------- m ¢ � I n r ------------------------------I o ca W J Q J o ® ; ; ; �-_'- 6 PLUMBING WALL - _1 F- *-� I I 1 1 111 n P'+ I 1 W Z W 2 z o ® _ 48"x96°' CONC PAD I l i II I I- r i I i � GL' z Q W to ° __ 1 I 1 W - 11- 0 o TO BE " ABOVE GRADE0 ca ' ----� 111_`_;�" 1 1 ' -� '�, zca H I I I I - - - I I I L_J I I _ I I 1 ® d_ Q a ® i i ' WATER---"' i 1 i °C u Z w o °e I I 1 i i i � ® w C,� O z " I I SOFTENER I , I , 1 = 0 ''� LUm ® ii ; I I1_911I - - - Looe I I LJ I 1_ II 1_ 11 1 II 2F ®11 �]1 011 2f 011 ~ W z SLOPE 1 3 9 8 ® 1 8 4STEP bb Q ® u, Q (D I ' W II I I RWzz co CID Q I I 1 r U W IV N Z„ W I I ------- I 1 I 1 1 W LU < L" - 1 A1.N W z F- r1 i 1 i i � o a 4 PVC CHASE FOR J P' ; L I ------ ----- c.� ®c W A/C @ E - m z Q O rn i ' i Q p Q w D H W ® cv F- cv oN i U ® W z N O N 1 =_----� 1 _ _ (n W ® Z i Ui LL �-- �- d U (.n CJ W o 1 F=- Uj zLUCL m Cie z00 C) UJ U HB z Z = I Wt7J (n 1� ,J Q I 1 W ® '�' 0 _ 1 oc ¢ ) 2 `� 121.411 121.611 o ® 1 40 ALN _ PAVERS ON _C ' 1 ® TYP. _ � FF_ V ®' ® -LLJ CD STEMWALL U LU E Q LU = c 1 LJ LJ ri �, z F_ & ' STE r—I �n z Qz Q ' 01.01, ELEV Ln � T.O.PAD 0 44Z 1 11 1 r 11 1-611 11 06 ® 0 W � a 1 -6 5 -0 1 -6 Q Q 0 Z c 11_411 8,_011 11_411 81_011 11_4,1 91_61 11_6" [1_011 ,-� e W Q Q `j tJ .j N W © � ? 29,_6,1 141.611 1 111.011 1� X: '..' a z Uj C=) 01 Uj U 'z 551.0,, V") J00 0 0'-0P1 z LLQ t M k 1--1 a� QWu T.O.PAD O Z z V A w C� c� W FOUNDATION PLAN ®® U) F=-' -1 rl w w m ® SCALE: 1/4" = 1 -0 CARIBBEAN ADDITIONAL NOTES, SCHEDULES, & DETAILS UJ ® _ M Uj 15o 01 ® Wm .. z , CAN BE FOUND ON THE A1.N SHEET. w `� �'- `� z J SERIAL NUMBER o o 1014.0 d Q U h 0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. SLAB LAYOUT NOTES : November 9,2016 1. SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS. fi cu •L ¢� 2. CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLSATk aft 3. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE10 v ® 4. ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. 4 y>. t R k - INDICATES DOOR OPENING L { 4 R .s x Q z w Ovan G. Drummond, AIA 0 _ AR 96399 V) w® Manuel Gonzalez, AIA = a 0C AR 96730 ® w J ca Sang-Yub Lee, PE U- [Z 5 72328 W H ® rn CL ? 00 oc 00 v1 Uj ■ M Uj W o W W a ¢ o ZZ = joG � U W 00 00O JWz ■ zn t 00 o _ O w Q CS � . w 0 w mow ® Q vcn <zt a w0� V) w zUj r Q a � V) U z w A = Q � "� x I– ® 0 ® ■ H Z J = 0 ® PLO N LL � 0 J Q 0 U m z U.Joe ® z z z 0 O ® ' LLJ r C w ® ac � LL- ® W w �pQ Q cn w w t=- V W mi TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS 551-011 DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. ci November 9,2016 L- 0 U 231.411 311_81 ate' ,i 181-61 81 111_2,, p1P es, _ 88 f 1 A b Q A f ca 7.81 tJ U _ _ x $ ; I� ' I I BOX BEAM TO I I I `� S COL. WIDTH I ` N z U- 91-11Y2I 1 'i11 61-31' 0 121-81117 -9/ i 0 CD ;c z V ® ( 1 I I d' ® Ovan G. Drummond, AIA COVERED AR 96399 Ly W ® I I LANAI I Manuel Gonzalez, AIA Q' m I 1 I I 10'-0°' CLG. ° ' I I AR 96730 ce z Sang-Yub Lee, PE o B = B I I 3 = B1 I 72328 W ce a z 00 N p M J W „i n W = m R'& S H ( I <C o w > o ------------ I I I B �, a w ` ■ LU = W - - - - - - - - - - - -- - z = W.I.C. I i BREAKFAST _ �, ■ Q z I 10'-0" CLG. I I 121-01 I AREA o Q Q w ' a i 1 '- U w o w z I 51.4,1 I I 171_811 I TYP. _ I 0 0 CLG ■ o > o _ 1 ® o wow ::. �r'; ®I I HB w ® I N IQ I W N I I---LINE OF SECOND W `t ® _ ®I IU O MASTER I I FLOOR ABOVE v x Q U Ln ca BEDROOM I FAMILY � W z 7 I0 ce 91.41, TO 101.011 I, ROOM Ln `_ ' i I'-i 0 COFFERED CLG. 1 11 ° I w �, Izlo o - 10 -o CLG. I GOURMET la z a o 51.011 �JIW I9'-411 s z _ KITCHEN o A :. ---_----- I I TEMP. GLASS SHOWE I 11 _ 2X WALL, TOP ` 10'-0" CLG. I A = z W R & SH I SNCL. ON FIN. FLR. J 3" 6 �, 1� 1 1 I 6 � � — — — 4 1/2 ROU H o ® rB = 4' 10" 3'-61 5'-81 3 31.611 N 221.411 I 81.21 B ® ® o ff = a I a I COOKTOP EAT SHOWER S ® �o I ao ' I moi- ® =I — I ° W i D/ SINK - - - MASTERS 8 _ `n; _ 1 FLAT SOFFIT N I ' ��-- I = C> _ ( asp 7 -® I i oI - W/ DIS,. ,,�, z W U oc m BATH M d" ( OC I @ 9i_®n CLG. I I i i' D.W. 7 z ce U z A 101_®i1 CLG. 1n I I �- --- I N ® z �s- — ULE o ® o Ln TANKLESS GAS ° I ----- ------ 121.211 6141 611 31.411 8,_211 0 EN u, ce - ° _ 13 DR SH 8 _ _ w > ' ce 11Z3WATER HEATER N r• (,,,� ce W z6 CD '� m iv - o I 10"X10" AIR �'r' I N Q W H LU 6„ N �- JUMPER I ___-= I `o _ V un _ 1.8,1 3'-10,1 31-2 5', 1 -IGAS r -= 10i_®1I I b- PANTRY ;; REF. II SPACE II t- 1-i I ® o FLAT SOFFIT @ Q z W - - - _ �r I u . SPS CE �- -� T' CLG. i ,1 N 'u-_- ---;,� ce m a > = 9'-611 u, - -I--= ' 9 '�' 9 -0 CLG. ® Oo ® A _ _ W N ® a I , 1 FLAT SOFFIT @ 3. _ a W W w `" ° UNDR I - - _ - I I z W '`+. I �- M 91-011 CLG. ® ® � KS u ACEI ®I_®ii CLG. MT I I - - - - - - - - -) ® ' J H a z W - Z z m be cJUn o YVYYYYYYW — — J FLAT SOF IT @ '® '—' ® ® OO ® � ,► CABINETS ABOVE 11 11 Uj P-4WATER _ 1 0 1 6 , 4„ ,I 19 -0 CLG. 11 TYP U 0 a �, > 0 13'-2 6 4 3 6 SOFTENER 6 2 6 6 b 1 111-611 I �, LU Q LU >- o _ ( LOOP 1 d" HAIL ® I I ® 6n C = ® W U ® � I STEP POWDER ® ----3 10'- " � I I I M I - U Cn ® � z Vi A/C COMP.#1 I , 1 I, I 8 CL `f' ( I I ,-� I Q Q � U) z ROOM En I I I I I W TWO CAR GARAGE I s s CLG. - I I I DININ ROOM op m 91-011 CLG. I I — — _ — -� 111.41 T 121.011 o — — — — — — I -- -- 16. - _ — — �- I COFFERED CLG. 121-011U o � � w = LINE OF SECOND I' ------ 0 3� ® I W �,.� 1 FLOOR ABOVE --- I I I _ Z z ULU ce -1 z Q ® ( _ �{ I __- FLAT SOFFIT N `_- u> ca 0 1 6 II - CD a m — — — --- @ 9 -0 CLG. I `� C�eo , '(D p° W z 1 1i ® ' N I i_ n II i n_ 1 1 1 If t-1 [V , �- ' zooms 19 -0 I I 101-211 - - -7 6 ;5 I - ,� I--- m z U c= 221 X 54" ATTIC I ,1 �' --- T 0 STOR d- 6 v w ® z B ® ACCESS I 42 OPEN STAIR RAILING ' �,;, OYER ' I ( FLAT SOF T @ 10'-0" ald = _ ,._, 0 W ® �.,� W/PICKETS SPACED TO � _ I ��CLG. A.F.F TYP. ® U � F z w I REJECT A 4" SPHERE - - 2 -4 CLG. -1 I I U. } Lf') U.N,O. ,� a z _LINE OF GAR. DOO ABV._ _LINE OF GAR. DOO ABV. I HAND RAILING _ ------ { I I 2 1 "' I I ®I W _ ® W I I I 4, =1 I I 3. 3. 11 U 1> � rl '� HB i i i li 36" ABV. NOSING °O I i I I ( UIm -1 _ z z = ® - - - - - - - - - - -Ln r14 OAK - �- -, W v, J `C i i i i I UP STAI RS ao' i i i 1 W I O LIVING ROOM I— � W = I I STORAGE AREA Flo L 0- ® u, o I I I , 9'-0 CLG. I T J ,� 12'-0" CLG. 0 W r - - ce V) c3c w z 6" o ® r1 I M 7i_1P1 ® _ _ I W = I I <O < = ® W I I I ,'I I C ® U) LLJ u- U) ® WW T-, i-- i I--I I-- 1---i I-- I - i I- -I F --I 1 --I I---i f- 1 I-- i I-- i I �1 - _' ::'.LJ:'•. :®•:.::' ®:':.'. -_ I I-III - I I - I I - I I - II 'I i -- O = [� TI I� I I I I I I I I I I - r-I z ~ II II I I I I I I I I I i I I'I II' I I I I I I I I I I III IT I STEP u L_J u u y, u u LJ u ® o z �i F�- r - 1 f 1 I --I r --1 r1 -1 r---1 r---1 TWO STOW( I D T+1 z o � C-- -n IT- � r---I r---I - r---1 r-1 r--I r -� r�- -I r---i r---I r--I -I --r r--I I- -� I I I I 1 1 1 I I I I I I I I 1 1 1 1 I I I I I I I l i I III p LL11 u u u u u u u LUJ u u u u u u u zLU b o ,� COVERED < V) ENTRY ' , tn ce W ec 20'-4" CLG. 'Q N ® � i_411 1P 1.4►1 81.011 11 ' 5i_1/11 11.6,1 5i_O,i 11.611 151.011 11.611 ° 51.611 o� LU 11-4 8 0 J 10 J 4 —40 �- ® W LL z W z U 0 201_011 91_6" 141_611 111_011 S3 5i .-1 a ------7 co W ® a- Q = � � /55 -011 0 ® cn �— U �— z z o BOX BEAM TO PAVERS ON _ Z 0 >: � U) z COLUMN WIDTH STEMWALL A Q c w � W ° _ W U ®® � FIRST FLOOR PLAN ® Ln UjUj W „ _ ADDITIONAL NOTES, SCHEDULES, & DETAILS w W W m W SCALE. 1/4 - 1'-011 CARIBBEAN _ _ 6j zJ � CAN BE FOUND ON THEA3.N SHEET. w U- z Q � ® oo SERIAL NUMBER 1014.0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. a November 9,2016 U W A � s: a 7.81 F` „ g 5 O I I has k ca N. E ROOF BELOW 0 . 35'-4" R � 7 u s &. 11 F1 C) 341-411I . ,. ® � op ,[ r 1 ( 1 11 cn 1 -5 91-611 - 5 Z cin oc I Ovan G. Drummond, AIA I-, � � I I I AR 96399 U) w ® I ( I _ , I Manuel Gonzalez® AIA � z � I F C I ( AR 96730 o w Sang-Yub Lee, PE U_ J - 7232 8 rz O off ® I I I ED ce- kn e 00 ui wZ >Uj = W I Icn ® M i I � a s b' ■ ® o Z 14 BEDROOM 2 ROOF BELOW `� o - 11 I ■ Q � � I 1 11 1 I 11 11 9'-0" CLG. � ® � Q 131-411 2 4 [51-4 ' I o A o > cn ® I ® N I U w o > o I M BEDROOM3 11 I ■ ■ LU � I i w ® � �-, r, 9'-0° C L.G. LI EN ®Q � I BATH 2 Vic Q I ROOF BELOW 611 17 9 - CLG. 1 611 U LU ® I t 11 N 11 II I O oc w I 9 -10 3 -6 7 -8 12 -4 w0cn i Q Q ce CLoc z Uj a ! 11 3'-6'°� 11 14 I a U q A w _ � - - - - - - - - - - - - - - - - - _ - - - - - - - -I - - o A 81 11 W ® __j I 11 11 R & S N I ■ ® N = z Q 1 _ ■ w ca o oc ICDCD 24X36 r----- _ � �- i MECH. I ,, I I _, , o ® u; I '-0" CLG ATTIC I ® o U 0- ! ACCESS� -+i M z U_ LU o Ln _ LOFT °O 6 11 I o z 9 0 CLG. Q LU LU I 6 n � ,- ,1 ® 0C w U U m I 5 -4 231-611 I � _ ROOF BELOW I ® w Z-7 �. Ln o z I _ ' I Q = n W th Q ® I .H.0 _ w p r - ® N I 71_611 16,_01, oo CD ce w N I N m0J � j DR & S , I 'O ca w N BAT 3 w w W = 9►_®11 LG. cnl ® lu, N 7 I Q z CL ¢ Z o ® � I r; �I �- W.I.C. I 3. I ROOF BELOW I ' ; �. U ® z w J I N ca pC 1 n 1 1 n 1 I n �-- Z w z LU 6 � o I � 3 -8 3 -42 8 -112 I ® ® m ce - o CL < 0 oc I 15 11 36 OPE RAILING I t,,,) , > oC cy- o ®N'- - W/PICK TS PACED I a- ® W U = m U _ 11 -° ---- - TO REJECT 1 4" I _ tet- ' U ® w z v; I Ln ---M - SPHERE z o c� - --- - - I Q ¢ w Uj n � z m I _ ----- - 42" OPEN S AIR LU RAILING W/ ICKETS I V ;Z Lij I w s V' w I ® SPACED TO EJECTA �-- NN �' ^�. �� = I ce ROOF BELOW _ --- - 4 SPHERE I I z U o Q ce- m I BEDROOM 4 --- - TWO ST 2f o > ® ® 9 0 CLG. - --- "Q4 m w o I FOYE >- w ® ! ----- - 201.411 C G. `� z 1 _ 1 11 � U � ® "' wvi I 11 _ - - - - 1 -6 I U 6 I w w � � Wz I 10,-10„ - - - — 1 I i 112.811 I I o v v=i LLJ 00 mo- z ® ce- < LU _ K LU to Q U z ® _ B B 8f1 STAIRS Q LU U) '�'� J Q cwn �t -1 I 611 1 B B Zrn Ln 611 aU, �- - - - - - - - - - - I 61.611 41.0►� I MCIJ ® I i 0 ® � W � I I I M ® ' I - - - - - - - - - A _ wZ - - - - - - - - - - - - - - - - - - - - - - - - - - - - ,- _ n IN � - AL NY ,d, 1 4 9 ',LL_ _ �G. ,_4„ 51.311 1 4 KNEE WALL WITH ARCH °�- cn t— oc c' z o o cn 4'-4" 3'-411 - - - - OPENING ABOVE SEE C> a- - L ® BOX MT -- ® z ,_-,, ELEVATIONS FOR DETAILS `; Z w (D COL. WIDTH o z ag 41_611 51_411 11 141-611 141_611 1 ® "' > Q Uj Uj cv H 35 1.411 z cr' w u z 'a C> w w L_ zw [ZQ W Q_ U) 00 u �' CSC > `� _ � A d o z cn U ui Ln < a ® 0 U) o Z oc ® = SECOND FLOOR PLAN o w cv U Coe w U w m ® z J U SCALE: 1/411 _ 11_®11 FIC d w w w ccs w CARIBBEAN � ' x = W = J z ® o < U l— o SERIAL NUMBER 1014.0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING WINDOWW TAG DOOR TAG CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. SCHEDULE CRB CALL-OUT DOOR SCHEDULE November 9,2016 ® WINDOW CALL_OUT DOOR C OU U ROUGH OPENING TYPE REMARKS TYPE SIZE REMARKS SIZE n f- w A SINGLE HUNG 2052 24 1/211 X 62 1/2It LOW-E VINYL/ TEMPERED 1 THERMA TRU INSUL. ENTRY DOOR W/ 12!1 SIDE LITE 3'-0" X 8'-0" DESIGNER yak rte _ B SINGLE HUNG 3052 36 1/21 1 Ir X 62 1/2 LOW-E VINYL/ EGRESS 2 O.H. METAL GARAGE DOOR 81-011 r n -0 X 81-011 ' m l $ t Y B1 SINGLE HUNG 3060 (2) 36 1/2" x 72 1/2" LOW-E VINYL/ EGRESS 3 SLIDING GLASS DOOR 12'-0" X 8'-0" TEMPERED C4 C SINGLE HUNG 3052 (2) 36 1/2" X 62 1/2" LOW-E VINYL/ EGRESS 4 NOT USED x *" 67. It 11 _ DOOR _ _ SELF CLOSING,SOLID WOOD NOT LESS THAN 13/8 D SINGLE HUNG 2052 2 24 1/2 X 62 1/2 LOW-E VINYL � �� ° ( ) 5 2 8 X 8 0 ry � F.�ffF THICK OR 20- MINUTE FIRE- RATED § U_ E SINGLE HUNG 2030 24 1/2" X 36 1/2" LOW-E VINYL ® z tt tl 6 HOLLOW CORE DOOR 2'-0" X 8'-0" � v - z 0 F FIXED GLASS 1428 16 1/2 X 32 1/2 LOW-E VINYL - _ z� 7 HOLLOW CORE DOOR 2' 6" x 8' 0'° Ovan G. Drummond, AIA AR 96399 0 � 8 HOLLOW CORE DOOR 2'-8" X 8'-0" Manuel Gonzalez, AIA cc LU 96730 ce Z: ccl9 HOLLOW CORE POCKET DOOR 2'-6" X 8'-0" SanAY ub Lee, PE o "' =' 10 NOT USED 72328 _ o U-i ® 11 HOLLOW CORE DOOR 2'-6" X 6'-81100 o z : ■ M UJ = 12 NOT USED > F- °° c w ® �' ® 13 GLASS SHOWER DOOR 2'-0" X 6'-4" TEMPERED `� a ■ � 11J z = 14 HOLLOW CORE BI-PASS DOOR 5'-0" X 6'-811 LU 0 15 HOLLOW CORE BI-PASS DOOR 4'-0" X 6'-8 U w � o > oG ® ■ o W o 16 HOLLOW CORE DOOR 2'-8" X 6'-811 o 0 ``'' ® ® 17 HOLLOW CORE DOOR 2'-0" X 6'-8" v1 ■ ■ LU = ® M x a � w ® ® ® A U V) z RAILING 42" W INSULATION HED LSC Uw � � z W = o LOCATION TYPE R-VALUE U.N.O. p A >- " - CEILING @ LIVING AREA FIBERGLASS 38 x W ' ~ DINING ; -UJ EXTERIOR WD. FRAME WALLS FIBERGLASS 19 a o a o LIVING 11 ■ a ® ® FOYER WALLS TO LIVING AREA FIBERGLASS N LU "- ; - ROOM ROOM - I _ ` _ ® � ® (BEYOND) ® (BEYOND) - ■ ~ ® � U_ I 1_21 51_411 21_211 2'-1011 1 5'-1011 , 21_411 ( 0 a w , - W ® oma - z 40 0 w ce � I Fi z LU 0 En < ce 0 I ®_ ® 0 LLJI Ua. I .�� i V) i Q x ce W e > e L]C W � W ce Z 11_ ® w W o < Cn "' W Q D ETAI L ETAI RS � � � 1 2 C� Q z w A3.N SCALE: 1/4" ® 1'--0" A3.N SCALE: 1/4" Q 00 ¢ > m w N o Q Q ,,, < LJJ W z ® _ z �- z F- ' ® ink � J � U � z W 0 oC F- z w � ® o0 � � Q U � o 0 m U o o- J d 0 z W U UJ (= 0 r4�C C13 ® NOTE*18 RISERS @ 7 5/8" U V ~ W v; 16 TREADS @ 10" STAIR RAILING < En 0 C7 1 LANDING W Q W z *ACTUAL STAIR RISERS GUARD RAILINGNOTE m C13 w TO BE VERIVIED BY J g CONTRACTOR IN THE FIELD U W Q ® c� STAIR RAILING AND STAIR GUARD RAILING z ® Ln SECOND SHALL BE CONSTRUCTED TO WITHSTAND A ce N N LU �— ® {" J = CONCENTRATED LOAD OF 200 POUNDS APPLIED w c N LU V) � = CD AT ANY POINT ALONG THE RAIL IN ANY � z Q_ Z d- ® 1/2" LYWD. 10 c.� oc w M DIRECTION. IT MUST ALSO WITHSTAND A ® o HALL o0 1"NOSING TYP. UNIFORM LOAD, NOT CONCURRENTLY WITH THE ~ m ® Q 5 H w = C) DINING BEYOND � = 2x12 W .CARRIAGE W d w z `f' ROOM ( } �� 00 (3 REQ'D.) CONCENTRATED LOAD, OF 50 POUNDS PER 'S UI-ii ® � w cn � o _ � LINEAR FOOT APPLIED ALONG THE RAIL IN ANY w w _ _ cn w ® 0 (BEYOND) o 00 2x D.TREADS U Ln = z v c' � � � (NOMIN L)TYPICAL , DIRECTION. INTERMEDIATE RAILS AND POSTS >" w ON � (IN-FILL) SHALL WITHSTAND A HORIZONTAL � Ln m ce a- Z I 61_411 ,� \� - ® � W 0 LOAD OF 200 POUNDS APPLIED AGAINST ANY � W e> LANDING 4R @ 7 5/8' =2'-6 1/2° _ -_= ONE SQUARE FOOT AREA NOT CONCURRENTLY CC) Z � _ ® FIELD VERIFY � „� z --- ___ WITH OTHER LOADS. WD. - 2x4 TUD WALLS - LU tn NAILER Ce W �= Z FIRST FLOORcL N .___-_-- WW 0 0'-0" FIN. FLR. H a � /a% 11, zz \JLU 4 Uj U w _ � _ 06 F-+ W F- c�l u- DETAIL ST IR SECTION E: z o W 3 7 Q (!� �- w LU A3.N scALE: 1/4" = 1'-o" A3.N scA 1/4 " = 1'-0" J � w z 0 0 � z a a - o .. z W rn ® b F- LU 0 r z � Q , `� 0 oc U ko z ® �- ate.. '-'-' z cri x ., F_ cU 1-4 LU U_ WLU cu azW _Za' V) 0 Ece LU z Z > `c = am '®' Z 1i a Z c U� LU-D W = W W = car) ® ce `o W �j WAl Uj OFFICg W W �� °`Y _U) tZ F- LU ® UJ co_ Z ULL_ V) z J � L.L_ Cn _. W W J J Q J00 LL � .U F- 0 SERIAL NUMBER 1014.0 0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. December 15,2016 O C.J � f A, k•N�LY � a T.O. RIDE � �::: W ~ ROOF PER t../ N. CONTRACT 4 WIN 1 s 4 5.2.8 a z 5.2.8 : w .. x � 5� Q -- --- -- -- --- --- ----- - --- ------- ----------- - \-- - ------- ------- - T.O. HEEL � R= �k a�� . ® z -- - — — — ------ - — — - — — — � , 14 z Q -- - ----- - -- -- --------- -—-—-—- - --------- --------------- -- hv: U) W Ovan G. Drummond, AIA LU Q � _ -4 AR 96399 Ce ® Ty Manuel Gonzalez, AIA CL c3C ------ 5 AR 96730 m ® w J 5.2.8 Sang-Yub Lee, PE U- ® 72328 � � ® , ® 00 o '�' ¢ LASHING — ■ M N ® �-- n I I --------------- --- ---T.O. HEEL LU ® o = 2ND FLR. HGT. --- ---------------- ------ I I' ----- - ------- ---- -- PLT. z = }— ----- --- --- - --- - -------- -- -- ----------- --- - �" HE HT. -- — —t' .-�'- — . �.�— " : _ � � � �' ■ ® � Q ------ ----------- --------- ----- --------- LU p> --------- --------- ----- ---------- ® ® W , o > o PLT. HT. : : :. n, �, ■ ■ > W : ` o w ® H LU Jn O r = oLU f3C W Z - f'� - I U (n ® ® t = 3 LU cn ® 2 = - � 5.2.8 Q z �✓ w oC Z ® o c� 5.2.8 ao 001O a A v w _ A ® Q ■ 00 U_ Q FINISH FLOOR :. ----- ----- = ----- -- - _ _ ,.�_- _T ' -= ---- �_. . FINISH FLOOR z ® -- - - -- — ---. ---- - -- - -. ----- -- ■ N (� Ce C� Q J Udo[] z LU c„ ("310 " ' TYP 5.2.8 �c Q O a L AM w � > Ln Q > tj W 0 Ce w r--' Cn F- Z ® W W ® Z Z (n U) FRONT ELEVATION w ® �.. � SCALE: 1/4" = 1'-0" CARIBBEAN LU mQ > J Q J w __j F- N LLJ LU ® ® = W z z w cn Q z < < ® Q � E- p z w ar.0 M0 gue ® b U ® � ~' Q Q U 0 w Q_ ® � ® z w U ca U ROOF PER CONTRACT _ 0 `� cn U ® Waw (n oto 8 < `z w z 5.2.8 W m °° w � m z = ® w ------------ - --------------- --- --- ----------------------------- ----------- - ------- - PLT. HT. H LU `LU ) — ILn W w DC N ® (n = -- ------------------------------------------------- /^ w Ce N /< Le�i// Ce W LU ' m Z Q > Q Q � cn Q o 7FLASHINGca>- � zV = - Q z � ® s- w cn �, LASHING uU., LU Ln M w ® U) z ui L >- � M ® T.O.HEEL _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ® a o PLT. HT.--- --------- ----------- ----- ------------------- Q U ------ 2ND FLR HGT. Q w ca — �_ HEEL HT.Ln Ul E �- W O PLT. HT. N LU � "' Q - " U oc < � z �' b- CD � Q = ® .o: �.:I. o A CD LU ©c z n n t _. a �- cn z Q FINISH FLOOR : : _ — - ==- - --- - -==—=--=- - -=- - - - _ - - - - ----- FINISH FLOOR <t w ® ® >- w '. LU i J I W L.LJ z w ® 6" STUCCO HEAD, 4" STUCCO SIL., (TYP.) w i ate, ® TYP . 7 cn oc 0 Uj ) rr W U 5.2.8 L �� o C COPYa H •7 to ~ mow Q U L W oC m = Ul Q ® <r ® � _ I T LEVATI © '� L � ; � � ASPHALT SHINGLE W ® W m ® z m SALE: 1/4" = 1'-0" CARIBBEAN = oC _ J 0 ® U_ W 00FING cn LL cn z Q U o —� SERIAL NUMBER 1014.0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. December 15,2016 Ci i U > k ,> w . •g --------------------------------------- a J 141 { "^ I 3:12 Q 2 tq ROOF PER R 91373 �� s CONTRACT 5.2.8 I g :zJ I 3.12 I4� b -------- - ----------------J--i-------------,------------ � � � 7 I V/ K � "D -'L LL I I b ® 5.2.8 � , � I ��,a¢M.�;� Z z HEEL HT. - ------------ — --- - --------- --------- ------------- ----------------- --- I I __ _ _ _ I i i i Ovan G. Drummond, AIA Q � ----------- -—-—-—- - - ------- -------- ------- -- ------------------ --------- ----- i AR 96399 Z to I I I I ® � - PLT® HT. — — — \ Mance Gonzalez AIA W ce �. v i 1 AR 96730 cn w 0 8 I ; I Sang-Yub Lee, PE ae M0 LU ca 5.2.8 I i i i i 72328 I I ® I I I ---- I I ® 00 00 ■ 00 M 1 I I V I z/1 z C) C14 ® W Q I I I j w w J I I i I f-1 ■ W = m °� I I N -- ® ~ � � ` 5.2.8 I i i � i �." � ■ p 0 0 = FLASHING - - - - I Q z s I-- I O a Q z 2ND FLOOR HT -------------------------------- --- - --- - -_ - -_- - -__- - �__-__ ; ; ; ; U w o 00 ■ w o - - ---- ----------- --- ----------------- ----------------- cn HEEL HT. --�� I I I I un �. oC ;� - - ----- - -. --- ---------------- - ------------------- ® I I I I o LLJ V-4 LU �-+ > N PLT. HT. ■ LU 0N to � � � � � . . .. • . . . � .. � .. .. .� .. I I upaQ ® i ¢ � U W ® ! I I W oC W z _ I /I I i Q Z H LU w CL ine Q O O CL �- :►- 00 :. I 1 I z I I I O O z W 9 = Q : _ ...... FINISH FLOOR , ------------ I ® � FINISH FLOOR � � _ --.- ----------- - --- -----. -------- -.---- ----- L � ----- - -- I LL - i I , ® o ui m U I i I- ------------ O z w 0 z ------------------------- C)e Q 0 � > I ® o n 5.2.8 "'Cie LLJ > Z � W W �...� LL1 W W zROOF SLOPE PLAN SLOPE: 6: 12 U.N.O. '� Ln `�' thz ® REARELEVATION ¢ SCALE: 1/8" = V-0" CARIBBEAN ui Lu SCALE: 1/4" = 1'-0'" CARIBBEAN < Ce ;;r LL' N mQJ ROOF VE AL TI < W W z ® F- Q Q < Q zLU L- in � ATTIC AREA (TOTAL UNDER ROOF) 3118 � J Z n z � 0 0 F--i ® m U D H U 0 DIVIDE BY CODE REQUIREMENT 300 U o Cl- Q- tom! ® � MIN. NET FREE VENTILATING �c ® LL' 0 Ce 10.393333 = `� 0 Q w v '� z AREA R E C U I R E D (.� 2 (n LU m ® ROOF PER CONTRACT ® w z vi 4 NOTE: FBCR 806.2 EXC. 2; PERMITS ROOF VENTILATING AREA TO L.L.I o0 z = � z 5.2.8 BE CALCULATED AT 1/300 PROVIDED THAT 40-50% OF THE ca >- o w REQUIRED VENTILATION IS PROVIDED BY ROOF VENTILATORS (� 7-1 0J., HEEL HT. LOCATED WITHIN 3'-0" OF THE RIDGE OR HIGH POINT (UNLESS H w o z = p w _—_—_ _ _—_—_—_—_—_®_—_—_— _—_---- --------------------------- _____— -- —_ CONFLICTS EXISTS) MEASURED VERTICALLY, AND THE BALANCE OF ~ w 0 � J w ------ - --------- -—-—-—- - ----- - ------ _ PLT. HT. THE REQUIRED VENTILATION BY EAVE OR CORNICE VENTS. z z U W — e ' '- W (� m 1 f- z ® > � _ -------------------------------- e I I Q oa ® Q c:) c� wz � Wz n I I I _ � © � W �n l � � I I = ; V ® 2Ln �- zw �- 5.2.8 _ m Ce a z FLASHING FLASHING ,--� © QWo ~ z = - ---------------------------------- ---- 2ND FLOOR HT. = Z Z7c� J z ----- ------- ----- - ------- --------------- ------ HEEL HT. U) __j <LU U) HEEL HT. ---------------------- ------------- - ----------- -------------------- --------------------- - 0 cL ocw = cn ---- ------------- - --------------------- --------------------------- ----- --.Q�T_. HT. LU LU ® � �.., ocCL Wzz 4 Uj w o Uj CD ,� - : ® T' z0W � '� o I I o ® 2 2;- Z! U- : . — � z � Z � z � � : : � �• �.. �. .• .• �• � � •� � � . . � •: •.. .�. � .�• �• � � � � � � �� .• .��..• �� : •� .. � . . . � . . . ... � : � . - • 5.2.8 � Q ® � ® E-- .. . •� � � . ' .. � ... . . .. � . . . .. . . cls T� z w cn w :... FINISH FLOOR 000 F- a- > FINISH FLOOR _ _o — --- - . --=--t --=------= . ..=— —= -----. - --------- ------d ----+-- - - --- z ,� -------- — _ - ------ . w � ;� ® Q � /� W w z )f W > W Li V 1 W c'J U i Z � LU ® " STUCCO HEAD TYP. 4" STUCCO SILL, TYP. z —� cr, ocLL, , ® 0 W H ,. a~. L U Ln� U Q w LL :� z ® it "IW f w (f) < � :3= FT EL VA ION ® z = � � LE ® � � m Ln� " - iI CARIBBEAN LU w w LU oc SCALE: 1/4 — 1 0 ASPHALTSHINGLEROOFINGLn C c=n z p � m � i W o o U- -J SERIAL NUMBER 1014.0 aCUF- 0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. a- T-0^ 11-411 November 9,2016 ® TRUSS V 9 2j' 1x4 T&G 0.H. Fs 1x12 TRIM It 015 BEAM / d � d u% k w� ' � •� N (PER STRUCTURAL) ti fiF FRONT VIEW 2ND. FLR.BRG. 4. . �-- SIDE VIEW FRONT VIEW Uj LU 2x4 FASCIA � ROOF PER SIDE VIEW ., ... f. ...// CONTRACT 2x6 RAFTER 11 _ I 2-PLY 71/6 s 0 4"CHAMFER SHEATHING I iN : 11 xdL . I - dCed yi of# y . 2x6 W 2 :, �'6" i L anye L z 0 ROUND VENT @ �''� 2X RAFTER � �� i � ® IP 11 - 1^I x L ,rte''<�`.i`wi ,� "3 z z 24 O.C. TAILS @ 24 e 0 10"WIDE I I FINISHED COL. s '4� 1x4 T&G O.C. � 3° w I i COLUMN an G. Drummond, AIA ev I AR 96399 " ° ; Manuel Gonzalez, AIA ® � = BETWEEN ,..� �, �. RAILING N . c,5 H EL M " `" � w 0 RAFTERS I I 3211 STRUCTURAL AR 96730 m METAL DRIP 1'-4" _ _ Sang-Yub Lee, PE 1' 4" i { Ix POSTTRIM BD. = 72328 Q 9 2x4 FASCIA 0.H. _ 2x6 RAFTER TAIL I I ' I I (TYP.) ---- ■ �, ,-1 " - I I O0 0 °� ® @ 241, O.C. _ ■ 00 M N LJJ 110'1 2X4 TOP RAIL 11' 00 U.jz 5" o ,�,N COLUMN— WALLz� N ca w LU <t SIDING PER PER PLAN I I BASE Q o w Ca > F- 0 ELEVATION 1++ ' a a ■ 0 0 = 1x6 BASE W/ z CHAMFERED EDGE STUCCO 2nd FIN. FLR. _ _ ® Q o '� 16"S . COLUMN FINISH W O0 O W 2 RACKET TRELLIS RACK T TRELLI R BASE ® � . C)dL ASCIA = 0 > 0 SCALE 1/2"=11.0„ 1/2„=1,_011 5.2.8 = QQ R SCALE 1/2” 1,_0 W 0 5■2'V 5.2•" 2X4 BOTTOM RAIL W/ ■ ■ V) p SLOPED TOP w F-- z _ 2ND_FIN.FLR._ _ _ _ _ v LU ® W Q Q U U-) 4: Q Z ~ A Wiz 5 AILING DETAIL o . 4 COLUMN DETAIL I� °,_ ,_ 11 SCALE 1/2'°=1'-0" x A ,�„ z SCALE 1/2 -1 0x O = Q 5.2.8 5.2.8o wLL. J ■ (� F- z �t LL- ® 0 a O � z z 0- m LU O cn 0 z 0 SHEATHING oC F-1 p a- INSULATION AS �/ > 1 �, 1 / T / 1 � 1 ii 1 y 1 z 0 w REQUIRED ® � w TRIM @ WATER-RESISTIVE a W SHINGLE BARRIER ® w �-- z sub LU SIDING \ 1x4 HEAD 1x6 RAISED STUD = &CASING STUCCO QLn c U) ¢ 21'x4" BANDING AS REQUIRED w s —JOINT FLASHING Z U-1 Q 1/2" SHEATHING 0 }- oC NAIL PER Ce Q > _ . NO SIDE MANUFACTURER co LU SPECIFICATIONS N ® � ,—° BANDING w Z w aC W w <t „ 1+_2z++ FOR STUCCO z GL Q ® = 4 x4 POST 3 . � � FINISH �,,�� .��.. a LAP SIDING Q J � z "Q UL w cn b 0 W a CONCRETE ' iZi p QC a ca = 11 00 CAP ABOVE. r14a0 ED 0 A5.2.81 5 :. a s FOUNDATION U 0 [Q I— w 1--1 _ / SILL U 0 J > �C d SIDING w J Q a 0 z M 1x4 RAISED = O LU U LU O A 1x6 STUCCO SILL APRON . : . : a. . z ® w � . . ,4 STARTER Q STRIP W PLAN � 0c� � � m a A , � wMz � - - C6W w M r� e w+ W-I1- 1 e_. D 9 ko � � w 6 OFILE DETAIL 7 WI DOW DETAIL s LAP SIDING z w U ui z U SCALE 1/211 1-011 SCALE 1/21'=1'-011 SCALE 1/2"=1'-0" _ 1 1 ce m _ 5.2.8 5.2.8 5. 1 w zQ > in z ~ mca � Ln 0 z � v I— _ 4,_5„ �11 w w 1 �� cnw ® z 5/ ® U t=!Y = zV ® N 5,_011 � F- Uj F- _ >- ® \ _ r-1 m � � z PLAN VIEW zzZ A z �— W V) Q Q 11 14a oc w = z 1x4 TRIM 0 w ®`r' o 14a A5.2.81 —� oc cn � cn ® ® � w A5.2.81 4" TRIM 4"x4" 4" TRIM p 4"x4" WOOD POST � v � ® ¢ _ ® = 3% POST p w w v O CID zO = � _ N 51/2" cn z� 0 z u, INT. EXT. I _ ,---I ® 70 1 1 1 M - 0 w 4.0 V I Li C) z a > 0 411x4" 0 4" TRIM 0 00 LU LU POST - �--♦ O Uj w t.- z `'Z ,--I U z LU 0 4" TRIM > E ce W A ® 0 J > `� _ � � i w o ui F- 0; z0 < � � U 310 LEDGE _ W -� ui 9 C ENCLOSUREF-4 ® z = F- ,1_ 1 11 SCALE 1/2"=1'_011 ® W w o �, SCALE 1/2 -1 -0 5.2.8 wn w w Qrj � � 5.2.8 (� _ = � oZm � � � w � z "�' _ ® ® U- —I SERIAL NUMBER 1014.0 M J - Q •4C V F- 0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WrTH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. a ROOF PER CONTRACT November 9,2016 0 (TYP) 1p SEE SHEET A3.N FOR L INSULATION SCHEDULE a- el rj rN C� �RADIANT BARRIER (TYP) ��J. . " TRUSS LAYOUT PROVIDED BY o TRUSS MANUFACTURER � � AR 967qk ta, y Zw H> ,x'"sn &bpm _k ' Z 'wi �`s13r x"'f r� '"�e8'&" Z knn Ln G. Drummond, AIA O _J_ IM 11-01 11-01 1❑ AR 96399 Lu w® Manuel Gonzalez, AIA 0- m AR 96730 O w J Sang-Yub Lee, PE ® BEDROOM 2 7z3zs Q LU 00 M ® W = ¢ > 1— ® - d w w W a a ■ 1— n 0 0 XFOYER �_�,�' � � ® 3: V Vo Q a j ,� (n w o 00 i' • N O > O C.S W0 � �, o❑ � tpw LU < 01/. RE D ® • Q � U L w ® .. � . ICY FAMILY ROOM COVERED LANAIcLZ ® a o O w _!� W www o J _ I T _ _ _ T I _ I I-I-I 1= I- 1=1 I-I - _ -III-I -I I- -I I III -I-i I- - - 1=i- -I I-I !I-1 I- I -I-III-I I-I 1-i I I j� I I I 1 I = -I T N = Z - - - - - _ _ - - - - - - - _ - _ - _ - _ - _ - - - - =I �T I I- - - - - - - --1Tf-Tff= - - - - - `� I _ I I I 1 1 I I I I I[=I ® cy- - _ - I _1T(I I _-_ I I F-1 SII- - - - - _ _ - - - - _ - - - - - - - - - p[ ~ a LL O O '. Z �`: •. _c s I I I-III-I1=I I-1-I I-I _I l= - III- " I - r-i Z W O z 0� V CL Q � W > Uj � W ® ce`_ °° A BUILDING !S►ETIN ® WQ Z LU � U) Q UJ \ A7.81 SCALE: 1/4" = 1'-0" CARIBBEAN W oc w mQ > O LU LU ® ® _ w57 Z LL W ® H < OOH ' J z ® z W m cUn RADIANAT BARRIER (TYP) ® ca u, ® t5 U o ® 0 cc P (,� ce � WW oC ace. p Z a ® J Q LL, m Q = a < W U LU, ROOF PER CONTRACT (TYP) z Ln ® 0 Q SEE SHEET A3.N FOR TRUSS LAYOUT �-' z ~ H D E PROVIDED BY W >- m w 3;: INSULATION SC E UL m I 2: 9 TRUSS MANUFACTURER W <C ® ® U � Z = © W �� H °—' 3r. (n W (n �— N o O z Uj QLLJ = Z w ce N U) >- U o >- w 13 w w 0 0 ❑0 0 C>D- ® Z U = Q Z a wZ / / 'S U �u M w (n (nW ® Z / / d = _ F MW ® CLOSET ® U (� � M ® TRUSS LAYOUT TRUSS LAYOUT � ® << > oPROVIDED BY PROVIDED BY (,;<t ///MANUFACTURER TRUSS 0 0 0 TRUSS MA UFACTURER LU 0 111irsn Wce w <[ tn FLOCR FRAMING LAYOUT PROVIDED BY TRUSS MANUFACTURER X_XI— �' Ln mn GOURMET KITCHEN --� o ® 2-w W !;Z WMA ® 0o oEd oa � o U ® W FAMILY ROOM t--� U w _ _ -- MASTER MASTER LL- T -� BEDROOM BATH I`�• Z O = Q ILII w L_ ce 11,11 O C Z 000 iL I I N Z ® Z I IIil1I I I r� o Z O z J I C> cn 11�11 IL r4 Uj Q W - - - - _ wil�W LL Zo W �� -W .IIIII...II ..III..I .� I.. I.. IIII .I . IIII T - ll .., .. .. ... ... .. ,.. I�f .. ... ... .. I 1- ... ... .. .. ... ... W a) Z LTJ ® Iss I I_I j' � Z0 00 (n FCwe CABINETRY AND APPLIANCES v WLi ' o LU SHOWN FOR REFERENCE ONLY a 0 \ \ U W �T U-0 W CA Z (u ® Z = Cn w ~� � ��' ® = BSE TION � ® � m�, Q BUILDING LU LU LU UJ LU W U A7.81 CALE: 1/4 = 1 -0 CARIBBEANLU ca LU 0 Rol C Ln m Ln a LL JOOu- S --J �' SERIAL NUMBER 1014.0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. n- November 9,2016 0 U k `Y3 rca t4S FS A Vca S a,a � CR. UL �z Ov n cac a G. Drummond, AIA O = I I ( I AR 96399 U.j ® I I I Manuel Gonzalez, AIA = aL ce I I I AR 96730 ce z co I (I II San9 Yub Le e, PE 0 W COVERED ® LANAI <7% 72328® � 00 N® M Uj LU Cm o w W o o � W Z 1— • F- 3: 000 I I o to W W v, 00 US z I - - - - - - - - - - - - - - - I t3 ® � ■ 0WO + Woo ® ® � z W.I.C. { I BREAKFAST LU W im ® I I AREA 0C W U6-c=n , N � z„ w V) MASTER W ®�-4 I � I BEDROOM W z w I H < { I <C x o A - ce I I I � ® W ® J I I FAMILY ROOM I r� ■ o110 = ZQ I I ® I I 1 1 ■ w N C7 ® oC I I 1 1 P O 0 � I I ® o ® 0 ca �- - - - I , I z W O - - - - - I I I � ce cs a ® II o z ® ® � ( - - - I i i � Z W I I > ; U-) ; `c � °C I I I I 0ce w �- W I I `�m I I GOURMET ® Wce Uj 0 z i W.I.C. I LJ KITCHEN Q = � u, Q ® \> I u' _ � a- e� ce Q >I UNDRY Q �- 10''x10” l J O J AIR JUMPER cn "� N 0 Q / Q w W c,nI � � t F— Z LU z w ® ® � MASTER BATH n o0 0 ca � ® � ® I I I (,,,) ceoz I II II - - - — _ _ � ' J LU m I _ _ _ _ _ _ _ � { = 0 Q W U rnmp. U) - - - - - - -I ! I I U V7 z ® � I POWDER I I I I Q `IcWzz I ROOMCa LU II I I W W I HALL { I DINING I U z ® LU A/C COMP.#1 I 'I --- --- I { I ROOM I � C) ocn `—L = I 11 I I I I ~ w af W z U F- I I - --- ce cn �.. - - - - - - - � I ( z U co 0 oC W }- z 0 > ! W � O ® I ------- I I I - - - - - - - - - -) Q m LLJ DQ o LU LU z I '�------- I I U ® 7 w cn I 'I ---- I � W W w cn ® z - - I II ---z ® U e-e " UI �� ------- TWO STORY I Ln �— W H m 0- � � , - I STORAGE AREA I - ----- FOYER I W `�> 0 2 CAR GARAGE I 11 ------- z z = ® I ------- II I ED W W II _______ wp U I---------------------I I----------- --____--�I ! I I I II I 0 oc oc W z w I I I �t- - - - - - - - - - - - - s p ® 's � i i i i I v i i i I W = a I I I 1 I LIVING Q cc ® W I ROOM ® W � I I I I EzOWO � ce z I COVERED N 0 0 I ENTRY L;. 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Drummond, AIA O Ln _ I I AR 96399 Manuel Gonzalez, AIA UJ 0 I I AR 96730 ce z °C° I ROOF BELOW I Sang-Yub Lee, PE � � O I I 72328 w ce I I ■ �, o � z I I ® 00 J w Q LU N > F— o I I W o w ® o = - - - - - - - - - - I C13 A who I I U Q w o iwz Lu> c� I .= oLU LU I I a ® o ae LU cUQ I I wQ LU 0 BE ROOM 3 _ BEDROOM 2 I Q z wMo 1I o -:4 Av w z z BATH 3ce I a A 6 0 I i a aN` ■ O = z Q I i ■ w N c� o oc c ~ � w I ® I ® o o 0 � I z U- U � m I z F....� Q o ® I A.H.0 v7 a � � I I w > o cvce Of LU I I ® ce zz® I I® W W U) o v v7 oc (hw Ce I MECH. UJ I C� � z w m ® > ( ROOF BELOW ( m L W N __j o ~ = I I w z Z z Q U- n `n I � I1 00 Ln I A.H.0 � ® zw LOFT Cie Vo _ o® Q m U ® U I - ROOF BELOW I 0 0- �'— Q 0 � I I U � W Z w < W ® 0 I I _ ® Q W U _ v I W.I.C. I U 2: Lf) ® LU ® u' I I < W m � W I BATH 2 Lu Q ® � I ------- I U 9 z o n I ------- I ~ � r� o LU ui o cn -i I ------- I ~ r w Z Z U H I ------- I U o ce V) m < z p > z I ------- (n ® o I -------- I Q °° � zV = I I z ® � LU L I BEDROOM 4 ------ I w _ ----- I Ll') ® v v �-- z w E_, I - - 2 STORY m cr_ Q- I ------ FOYER LU vLU i Q ® I ------ ® I wc? _j ¢ I ® ------- 1Z 0 M 11 l � w z z o C) w LU Q o w ® U- n ~ E W = ® I I- - - - - - - - - - - ! F- 0 I I I I ® � N z ® z `` 0 --FTEj- U) ® b ® � oc zwa Q 0 w ^ cn �, ® F�- � "' > N W W C ® Z LL wI.-, i Z `'Z F-- ® Z � w w LU � 00 '--' ce- E^' / LU LL- > = a~ OFFICE 4✓ Z tf F— U � J Z may„ LL- w U -O W ce o z � _ca FLOOR DIFF SER YOUT0 SEODIFFUSER LEGEND to o wLO W SCALE: 1/4" = 1'-0" CARIBBEAN w w w 'U m ® ® RETURNTMHA T FAN _ = ® z _j V SUPPLY U EX US U U) z w zU- LU o ® � FOR REFERENCE ONLY J Q U F— 0 --J SERIAL NUMBER 1014.0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. ELECTRICAL LNovember 9,2016 O SINGLE RECEPTACLE a DUPLEX RECEPTACLE °'` t . i .. vA, /0. ® 240V RECEPTACLE tC I ca SWITCHED RECEPTACLEAsk ~ DUPLEX RECEPTACLE (220 VOLT) f O 10 SINGE FLOOR 0R RECEPTACLE �5 tax DUPLEX FLOOR RECEPTACLEFT � s ® "' !! II IIII L)'. ,x oy� A o ] SWITCHED FLOOR RECEPTACLE w g fi R Z QUADRAPLEX FLOOR RECEPTACLE Z V) w AR 96399 I I -�- '—`�,� I I Ovan G. Drummond, AIA ® � GFI GROUND FAULT INTERRUPTER I I __ '� Manuel Gonzalez, AIA LU ce W P WEATHERPROOF GROUND I I AR 96730 ce z ca I ! I Sang-Yub Lee, PE ! ` �' COVERED I 72328 U w o EP ELECTRIC PANEL ,� LANAI p ~ VP VAPOR PROOF ! ( I I ® 0 '° � z ! ! �, I I N ® i„ s ® RECESS INCAND. (EYEBALL) FIXTURE ! I \ ` GFI I ® M LLJ WP a w ~ ® SINGLE FLOOD - WALL MOUNTED a w w z DOUBLE FLOOD - WALL MOUNTED -------------- < W � o �j SINGLE FLOOD - SOFFIT MOUNTED I �- �- — — — — ^__- — — — -� 1 \ ! o00 �a o z _ I W.I.C. DOUBLE FLOOD SOFFIT MOUNTED I I \ ■ N ■ W o E HANGING / PENDANT - CEILING HUNG MASTER BEDROOM ,I a �- _ ! � W = z INCANDESCENT FIXTURE - CEILING i - 1 , --- -- l I HB Zcon ® ,� BREAKFAST I � � I '� ago 0 w ® MOUNTED _ �, \ / AREA o 0 oc w z INCANDESCENT FIXTURE WALL MOUNTED , J a Q Q UcnQ , �, ! w a cn ® RECESSED HIGH HAT ; I I 9 w z ce z Q LU _ �? 2 FT UNDER CABINET FLUOR. FIXTURE a A w �= z F' F-- I FROOMAMILY GFI LU LU 3 FT UNDER CABINET FLUOR. FIXTURE I = 4 ce 4 FT UNDER . ____________ A 0 Ci 0 UJ z a STRIP LIGHT - I FOR HOOD VENT _ ® ® 12X24 FLUOR. FIXTURE ® C1- oU- ® 12X36 FLUOR. FIXTURE GFI - - - - � ® 12X48 FLUOR. FIXTURE � r ' I ! ® o CID ' ce UJ o cn 24X48 FLUOR. FIXTURE - - - �� TO DISPOSI L FI I I d- z z oc v z I ! �� rGFI ( ISG I ® z `t oc a EXHAUST FAN ° ` \ ® o cn VPI UNDER CAB. TO .W. o z w ! .I.C. I� DISH WASHER o -- L'1C > < � ce �o EXHAUST FAN W/ LIGHT \ - /" I ,` E L = B I LU w V � w M. WP GFI o 4 0o ELECTRIC CO. METER \ ! ---- -- ---- � I �, VE °C o I GOURMET i I UNDER CAB. ® W F- ®c z G.M. TANKLESS I �\� -- KITCHEN LIGHTING Q = � ❑ GAS CO. M ETER ,1- _ ,�, oc .. GAS WATER ( I I \\, I � L'U ®SD(CO SMOKE DETECTOR/CARBON MONOXIDE HEATER a LAUND �� \ ' \ " ___-__ IGF o �c DETECTOR J- \, m Q > sD SMOKE DETECTOR -GFS-; -,� _ ® --�\ II a S J I I ® 'SD/CO K �\�� \ .i SPACE i. == w N J ® -j MASTER L J s� \a `�_ II GFI11 w o ® _ SINGLE POLE SWITCH ' _ _ III I \ a_ u___ __�, GFI < w w cn $, 3 WAY SWITCH W BATH —i---= �, w z --_-- I I Q J ri z Q ® o 4 WAY SWITCH GFI I ! I ! P t ~ Q z w v ® GFI — GF ® IIIIFI 1 I POWDER ! I H ® o ccm _ oe cn DIMMER SWITCH I II II 1 I I I ROOM ® A/C COMP.#2 III"I- , I-- - - - - - -1 o �-- Q H o 4 PUSHBUTTON �`--- - - - - - - - ! , I I 0- „ W Q o z � DISCONNECT SWITCH . . I I I = ® ,; U LU m ® �, I GFI o I ! ! �'� o LU p O JUNCTION BOX MIN. 6 ABV-.l DOOR FOR \\ GF \ ! DINING I U p WP w z Ui ❑ TV JACK S CURITY SYSTEM �- \ I ! \ ROOM I Q z = ® z ® PHONE JACK - PREWIRE ONLY I �" I I I �_ I w >- m W T THERMOSTAT SURFACE MOUNTED I Im � o ELECTRICAL PANEL I / \ ' --- - ' HALL ® � H ■ PHOTOCELL - SOFFIT MOUNT O LU a ® ® ® - 3/4" EMPTY CONDUIT T 2 ,/ '� � s® ! I ! I U � Z = p w Q PHOTOCELL WALL MOUNT I GANG J BOX W BLANK I / ` ' - - - - - O -� I H w �-- _ � o cCD cn Q = O ELECTRICAL PANEL ' PLATE IN GARAGE �-/� - - - - -� h ce � U-11 cy- V) sP SPEAKER WIRE FROM TOP OF WALL i Z C R �� (- ---_ STORAGE I 1 II ------- ! I I - - - - - - - - -� � z Ce > z 4 KEYPAD ; GA E ./i� I ��\, AREA ------ TWO STORY ! ! ! � V w o CHIMES J Ic - -1 I 11 FOYER ©C z W d W z c=n STRUCTURED PANEL (A.K.A. SMART BOX, ! I ------- ® � w cn __-- �, / , __ TO TO LIGHT ! OPT. W �w w p z F----� COMMUNICATIONS BOX, MEDIA BOX, HOME ATTIC ACCESS- I� - - - I ,l ABOVE UJ o I LIGHT �/ ! OPT. o U � z w DIRECTORY) VERIFY LOCATION WITH WITH LIGHT & I ,� / ------- I ! I \ U") m ce ® INT. INTERCOM TOLL BROTHERS P.M. SWITCH IN ATT C I ,/ -------- I ! I �\ to W > 0 FOR REFERENCE ONLY E.M. G.D.O. G.D.o. I .�� __- -- r WALL I I ! -- o Ln < l � Zw~ z = ® --------- --------- ------------- ------ / ,/ I I I , LU Q \. �' e MouN I I ! LIVING ROOM M cn Q H B �-- �I- - - - - - - - - - - Uj 1 11 is °C W z W FOR IRRIGATION W DB < = = C AFI ! COVERED ---'� E z o W WP ! ENTRY ! ~ w = 0 ,/ - - - - GFI N z Ln o z C--- —I I --i F--I I-- 1 I— i �— i�— —1 F --I t — 1 I-- --i h --I t-- I f— —] / wly ❑ ❑ ❑ I I II II I I I IIII II p � Z 0 — — I I ——— Z I I I I d I L_— ® � � I I I I I I I I I I I I 1'h�-_ I I I I I I I I I I I I _--?"f I I ,I I I I I I I I I I —� -- ® I I I I I I I I I I I I I---I+-- u LJ u u u u u LJ u p z '�' - I- -1 r - r--1 1----1 17-1 1--1 ---1 r- - z w o Q C----n IT— r-� r- I I--�r--I r-� r--I I - r, --I r--I r- 1 I-- r--I r- --I r- 1 rF---� < n to t-- I I I I I I I i t I I I I I I i t I I I I I I f l I I I I I I I I `�1 I /' ■0 � p � � LuJ u u U u U LJ u u LJ LJ LJ u u LJ ® fle C w > LZL1 W ® Z U- C) w w W u z w 000 LU Q w � ® vj H V 1 Z j J Z z z Oce' Q ? V H Z ce -v W �. � m UJI ce w w ® z = FIRSTFLOOR EL CTRICAL LAYOUTcnE— ce -a c ® o _ CARIBBEAN , . ,; U UJ m ® b oc SCALE: 1/4 - 1'-011 � = J = � wmw Uj U' w cn z JOOU- <t U I- o SERIAL NUMBER 1014.0 I j TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING LER LEGEND CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW, November 9,2016 O U d) SINGLE RECEPTACLE DUPLEX RECEPTACLE ® 240V RECEPTACLEZ11 9jr) y ,: 3 m SWITCHED RECEPTACLE ~ DUPLEX RECEPTACLE (220 VOLT ee tJlj j SINGLE FLOOR RECEPTACLE 49f£ [a DUPLEX FLOOR RECEPTACLE y � ° r ® A SWITCHED FLOOR RECEPTACLEfy ® UADRAPLEX FLOOR RECEPTACLE o, Q — ® — — — — — — Ovan G. Drummond, AIA ru ® � GFI GROUND FAULT INTERRUPTER I I AR 96399 LU w Q I I Manuel Gonzalez, AIA +o-- m W P WEATHERPROOF GROUND AR 96730 ® W J I { Sang-Yub 72328 e, PE U- o EP ELECTRIC PANEL LU c ® VP VAPOR PROOF 00 ® z RECESS INCAND. EYEBALL FIXTURE 1 { ■ N M J w � ® � ) ROOF BELOW > ~' ® SINGLE FLOOD - WALL MOUNTED I { `� w w war, ` I I a ,� ■ h w � ® � DOUBLE FLOOD - WALL MOUNTED I I � ■ ¢n ® SINGLE FLOOD - SOFFIT MOUNTED � o rjw oC V7 - - - - - - - - U W ao wz DOUBLE FLOOD - SOFFIT MOUNTED 0 > 0 qp o {�- HANGING / PENDANT - CEILING HUNG { 1qp w INCANDESCENT FIXTURE - CEILING ui _ ® OPT 1 . I I x Q MOUNTED OPT. I o O 00 rct w z INCANDESCENT FIXTURE - WALL MOUNTED U U) w Q A LU a ® RECESSED HIGH HAT J d 1 Q z ru 0 2 FT UNDER CABINET FLUOR, FIXTURE ( \ BEDROOM 3 IBEDROOM 2 ROPT. I + x LU z 3s 3 FT UNDER CABINET FLUOR. FIXTURE I ` o`er ® 4 FT UNDER CABINET FLUOR. FIXTURE \ BATH 3 w L- --I0 ISTRIP LIGHT z Q \, /� ,/ I ■ N (D ® ,� ® 12X24 FLUOR. FIXTURE \ / / ® ® 12X36 FLUOR. FIXTURE 0 0 -j ® 12X48 FLUOR. FIXTURE I ~ \ �, '\ /' ,/ I o OPT. ,\ \ .\ 1 z z � ® z � 24X48 FLUOR. FIXTURE ,s ® I ®M _Q z 1 Q � �o EXHAUST FAN W/ LIGHT 1 SD __- _ SD - - - - - - - - - I Q U w M. F F Or_U-C13 ELECTRIC CO. METER I 3 qpI ® L W Q cn' GAS CO. METER w w SMOKE DETECTOR/CARBON MONOXIDE ( ��r� SD/CO li SD/CO 0 z W DETECTOR{ ATTIC ACCES r m ac J sD SMOKE DETECTOR O I WITH LIGHT & f J -� N LU Q i- a SINGLE POLE SWITCH J SWITCH 0 0= 1 w z 2 Z )~' LU U) 3 3 WAY SWITCH I 1 I "� F- _ Co e) $ 4 WAY SWITCH M ECH. c { F- Z ,--, z 0 C) V) I ROOF BELOW I ' W � w 4 W oc � DIMMER SWITCH ( /�� I U o Q �— , LU 0 PUSHBUTTON I /'- LOFT" ,l I (,,,� 0 a > 0 ce 4 I � ,/ { w Q 0 o z � DISCONNECT SWITCH I /L= db / ,� _ ® w U LU m U J JUNCTION BOX ROOF BELOW o I / LU El❑ TV JACK I VP - - - - - l _� /. OPT. Tv { Q Q W In z ® PHONE JACK - PREWIRE ONLY I I I W >-- m w Q THERMOSTAT I W.I.C. y -------------- 2: 9 _ 1 NT W a ® o O PHOTOCELL SOFFIT MOU 1 ,BATH 3 -_. SD/CO = w � CQ PHOTOCELL - WALL MOUNT 1 ® '� 3 3 3 I N `� 1 Z w oc cy o Q = D ELECTRICAL PANEL ( ' --- — oUj c U ~ SQ SPEAKER WIRE FROM TOP OF WALL { - o z V { _ �c a oc m K I Q o �- /- -- -- I , z © � z KEYPAD I FI so -- ---- o cls w U w 0 ® CHIMES I / - I Q ca z ,� LU z c=n STRUCTURED PANEL (A.K.A. SMART BOX, I / ` I -- ---- I v ® � "' COMMUNICATIONS BOX, MEDIA BOX, HOME I / -- ---- _ _ a U cn _ `U ® DIRECTORY ( ` ' --' ---- I !.n Uj ) I mz INT. INTERCOM I ------- w `�> ® FOR REFERENCEONLY I ` w - ---- OPEN TO FOYER ¢ I BEDROOM 4 OPT, __ ____ BELOW V _j Q i C)� LU -I- +\ vi cn ® { -- ---- C) w z W W = � o I ,F�, _ ® LU 1 0 UV; C TO SWITCH f`� LU 0��-; ELS A f BELOW 1 � 0wW 0 C� w E zo I w z 0 I >- w 1 N z ,--1 0 Z C:> a- z o I {- - - - - - - - - - - I I I C cr' z LU 0 I I I I { U z - - - - - - - - - - - - c, aC oCw ra - - - - - - - - - - - - - - - - - - - - - - - - U N LU w 1� wza ® c� jww W 00oC H z w �-' > w Z z = z 0L.L >� Q °C cn to w ce op p = LU SECONDFLOOR ELECTRICAL LAYOUT .■■�. Uj z 4t _ n w (,.� w SCALE. 1/4 1 0 CARIBBEAN - IT .H w cow w w a = LTJ = a - j : LL.J ,..., z U ..,.. a cn (n cn z W J Z J L.L .. �- c 0 ® a —� SERIAL NUMBER .� 1014.0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW, L 0 I _ TIE IN WITH WEATHER RESISTIVE BARBIER: EXTERIOR SHEATHING 0- INSTALLATION OF WEATHER RESISTIVE 1. INTEGRATE INS y y t P6 g' J ® FOLD UP WEATHER _ MECHANICALLY FASTEN AS WEATHER FOLD UP WEATHER f , a BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS HEAD FLASHING TIE IN m RESISTIVE BARRIER & INSTRUCTIONS; NECESSARY IN CORNERS RESISTIVE RESISTIVE BARRIER & Y £ y , ~ 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE TEMPORARILY SECURE THROUGH FLASHING BARRIER TEMPORARILY SECURE ' �3 TEMPORARILY < °J ,§ • u INSTALLATION 1. CUT FOLD UP & £F C� HEADER TO ALLOW FOR FLASHING SECURE WEATHER RESISTIVE THER WEA ° 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER ABOVE HEADER TO EXTERIOR �� ; E �� RESISTIVE d BARRIER ALLOW FOR FLASHING rISHEATHING M w INSTALLATION BARRIER 6k£ `®' ® 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD ® WEATHER TAPE SILL PAN z o FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE RESISTIVE 2. INSTALL HEAD FLASHING UNDER Q cn WEATHER RESISTIVE BARRIER 2 Ovan G. Drummond, AIA cc :::::. w::.. BARRIER z cn ,�, :::;:<�::...:: :::.. (ASSEMBLED 9 ::::::.�.:::::: �:::• Manuel Gonzalez, AIA O _ ' .................. 3. FOLD WEATHER RESISTIVE WINDOW ) 2 AR 96730 cwr, w o ;Tit" ® SILL PAN BARRIER BACK OVER HEAD s.,............:.. = ci :::::.. W (n Sang-Yub Lee, PE m FLASHING AND SEAL WITH TAPE ce z 72328 ® ,.,, J ::I:: :::::.. 2 z c FLASHING :.:,:.: t:4 :..:::::::::.. LA_ O O p ■ Ld :'.'.':.':.:'1.':. .V�^:�'�.ti'.':.'.:':.'.:'.:'.'::.:. 00 , cc ® :: ::::::::.:.. ::.. DO NOT FLASH •::r:: •:.'r;::::.. ■ of M zCOO OVER BOTTOM N J w <t yLU ca : ::':::; ::':.. CORNER NAILING FLANGE �, wUj w PATCH F- n a..• ::r::::::.:...Lu CC3 ® O :::. NOTES: ! o Q o : ::. :'::L: . 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE w O :< O �I °� ■ cn MIN. 6 WIDE). TO AAMA 771-07 w ( ) tS J w z : ::I:.: :..;;:.: , � O > 0 FLASHING ;::::::::.,:: ::r. 4 : FLASHING ` o 0 > 11J '-' :;r;:.:;.:.:;.:. 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF G`' N �� W w ® ® WINDOW SILL PLATE. ® ■ ®F- W ~ u �.. .. NOTES: 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. a o 4 `1J ® 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) ~� Q A UJ CONFORMING TO AAMA 711-07 4. INSTALL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED w Z j W ® :t..':.'::...... :r"'" " BARRIER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 ,:� A w ce Z G:. : "-' o 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS w w 3. MECHANICALLY FASTEN AS NECESSARY `� A c� � ® FLASHING 1-4 ® ® N UJ U_ IN DETAIL- EXT-2 TYPICAL WINDOW DETAIL � z (-ExT-iTYPICAL SLI G GLA SD O LASH o_ � �." 0 D3 N. s. (EXT-1) D3 N.T.S. (EXT-2) o c _ LL- OPTION - A LL z LL. ® ce_ m z z UJ o 0 z `s cc a �, FLASHING (n cc u z 6 LU> > Lu cc ® cn LU `t °� CANT STRIP CONT. DRIP EDGEce V � w ACROSS DOOR HEAD w H m z z ® TO DIVERT RAIN WALL PER PLANLU LU WALL PER PLAN 0 z SILL PLATE � Lf) _ � ' ce z w SEE NOTE #2 ce RAIN DRIP m < > 1" EXTERIOR REGLET LU o __jDOOR z zLU c=n WALL SHEATHING - EXTERIOR cn WITH WEATHER WINDOW L Z ® JO o RESISTIVE BARRIER � u ® z ce ` Q Z Q J > cccn cx. cOc . �- ® J C3- ® z � � 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) NOTE. 0 LU = m ® CONFORMING TO AAMA 711-07 THIS DETAIL ONLY APPLIES AT EXTERIOR ® u o � 2. INSTALL SILL FLASHING AS SHOWN ABOVE DOORS THAT HAVE NO IMMEDIATE OVERHANGS a zABOVE THEM AND DOORS THAT HAVE A SECOND m m w 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS STORY WALL ABOVE THEM. wJa ® z z = pw � w C> Ln w WWATERPROOFINGEXTERIOR DOOR EXTERIOR WI N DOW � w ® � J AT = J E AM _ HEA D RI P D TA L E _7 H EA D DRIP DETAILm _ EXTERIOR OPE ING OR EXT 6 Lu EXT � c.� ce w z D 3 EX -6 D 3 EXT-7 O p 3: D3 (EXT-5) N.T.S. ( ) N.T.S. ( ) m w S ��_. 11J 0 N.T.S. V ® tu- W :7p w Ln = w 2: 0 Lm ® v n = � wo cc m LLJ ce ® Q w 0 w -¢ > u � ; � Q � W Q w "� ® ' a, cCQ � �ci o ® zw twLU - c=,� � p ® U_ V) Uj Q x z Uj wce Z (n Z! �ECS? oz 00 2-'to2p- LLI � Qzcc F- d > LLJ C25 e W ® Z %D w LL. Z `Z LL_ rU. O Z U W ® w cy W r v I— [V p[ w N w S LL. O z v u;� c.ii C, cn LU 'Q wsCo w w w ® - w vi® �— _ OFFICE COPYw w m LU 0 WCoe 2: _ = � p z m LU cn to z Lij J o o z SERIAL NUMBER 1014.1 Q <c u F_ 0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING Q ROOFING PER CONTRACT: ON (2) ROOFING PER CONTRACT. (CONTRACTOR TO CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. V 7/16" SHEATHING PROVIDE PRODUCT APPROVAL FOR ROOFING � (CONTRACTOR TO PROVIDE PRODUCT SYSTEM) ivw�,. ... APPROVAL FOR ROOFING SYSTEM SEE PLAN ALL ROOFING UNDERLAYMENT TO BEat �� h a PLAN SEE _ w •L ALL ROOFING UNDERLAYMENT TO BE SELF-ADHERING POLYMER MODIFIED BITUMEN �� o SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET TO COMPLY WITH ASTM D 1970 SHEET TO COMPLY WITH ASTM D 1970co a cr` y `� ~ 2 X 6 W/ 2" DIA. PRE-ENGINEERED WD TRUSS, 24" O.C. d a . r O ROUND VENT @ INSULATION BLOCK `? *4 24" O.C. 2X4 SUBFASCIA5 METAL DRIP METAL DRIPS z U_ CARIBBEAN CLASSIC COASTAL EDGE Nil/ I EDGE aF< ® ® 1X4 FASCIA----_ CEILING INSULATIONvs z ® SEE ENERGY CALCS.) 1X6 FASCIA CEILING INSULATION ( (SEE ENERGY CALCS.) z 2X6 RAFTER TAIL Ovan G. Drummond, AIA AFERTAILLEGE11%N1DVENTED SOFFIT W/3111/2" RIGID GYP. BD. AR 96399 � O cy _ @ 24 O.C. 1/2 RIGID GYP. BD. DIAM. VENTS @ 48" Manuel Gonzalez AIA Ly °i o DBL. 2x SYP. WD. 0. C., TYP. DBL. 2x SYP. WD. = o-. oc 1 x 4 T &G M AR 96730 ® °° TP PLATE BETWEEN 1-4 0 TOP PLATE Sang-Yub Lee, PE ® � 0 RAFTERS OVERHANG 2X SYP. #2 WD. STUDS FINISH 2x SYP. #2 WD. STUDS 72328 I LU ® @ 16 O.C., TYP. I SH MATERIAL a ce � PER ELEVATION @ 16" O.C., TYP. ■ ® w Q 00 FINISH WALL INSULATION REFER TO WALL INSULATION ■ ' M w = MATERIAL PER m (SEE ENERGY CALCS.) ELEV. FOR (SEE ENERGY CALCS.) Lu o ELEVATION ¢ w � w ca ; 2x SYP. #2 WD. HEADER VERHANG 2x SYP. #2 WD. HEADER 1 `� a `1 z ® � -SEE SCHEDULE -SEE SCHEDULE W o SCHEDULED WINDOW SCHEDULED WINDOW `� w o 0 > 0 W N D W ATTACH PLAN) ■ � 0* (SEE FLOOR PLAN) o w ® 0 ENT WINDOW ATTACHMENT c3 o Lu �o ® COMPLIANT W/ FBC-R COMPLIANT W/ FBC-R tp w W „-, .� ® 2x��SYP. #2 WD. STUDS @ 2x SYP. #2 WD. STUDS @ ® - z Q v 16 O.C., TYP. 16" 0•C., TYP.LU cy- UJ x LU ®¢ WALL INSULATION WALL INSULATION w z (SEE ENERGY CALCS) {SEE ENERGY CALCS) Q z >. � ® EXTERIOR STRUCTURAL EXTERIOR STRUCTURAL .� a Ln SHEATHING AS REQUIRED ® a A }, z CONNECT WALL PER SHEATHING AS REQUIRED CONNECT WALL PER _ 11J BY FRAMING DETAILS FRAMING DETAILS BY FRAMING DETAILS FRAMING DETAILS A LU O ® 2x SILL PLATE FINISHED BASE MOULDING 2x SILL PLATE FINISHED BASE MOULDING `� ■ 10 = 10 o 3/4" GYPCRETEOPTIONAL ■ w N { } 3/4 GYPCRETE (OPTIONAL) 0 U_ WATER RESISTANT BARRIER TOP OF TOP OF ® J 3/4 THK. T&G SUBFLOOR FLOOR WATER RESISTANT BARRIER 3/4" THK. T&G SUBFLOOR o (2 LAYERS REQUIRED) TRUSS (2 LAYERS REQUIRED) TRUSS z ® � m POLYETHYLENE HOUSE WRAP POLYETHYLENE HOUSE WRAP � z LU o z OR APPROVED EQUAL SYSTEM OR APPROVED EQUAL SYSTEM P__4 z Q 0 ROOFING PER CONTRACT: ON (2) ROOFING PER CONTRACT. (CONTRACTOR TO 0 O 7/16 SHEATHING 2x RIBBON FASTENED w PROVIDE PRODUCT APPROVAL FOR ROOFING 2x RIBBON FASTENED cn a � ce (CONTRACTOR TO PROVIDE PRODUCT TO FLOOR TRUSSES 4 SYSTEM} TO FLOOR TRUSSES � w z U_ Cc APPROVAL FOR ROOFING SYSTEM) SEE PLAN PER TRUSS ENGINEER PER TRUSS ENGINEER > °�ceLUce ALL ROOFING UNDERLAYMENT TO BE � ALL ROOFING UNDERLAYMENT TO BE SEE PLAN w ,� I ce Q SELF-ADHERING POLYMER MODIFIED BITUMEN L WAINSCOT/TRANSITION SELF-ADHERING POLYMER MODIFIED BITUMEN WAINSCOT/TRANSITION Lu D 1970 - 2x RIBBON FASTENED gq� SHEET TO COMPLY WITH ASTM D 1970 u _ L, SHEET TO COMPLY WITH ASTM F �- TO FLOOR TRUSSES INSULATION REQUIRED 2x RIBBON FASTENED BATT Q PRE-ENGINEERED WD TRUSS 24 O.C. TO FLOOR TRUSSES INSULATION REQUIRED o z LU 2 X 6 W/ 2" DIA. PER TRUSS ENGINEER AT GARAGE (SEE PER TRUSS ENGINEER AT GARAGE (SEE m ¢ > ROUND VENT @ -' ENERGY CALCS INSULATION BLOCK o J 24" O.C. ''' PRE-ENGINEERED WOOD FLOOR } ENERGY CALCS) U j Q 2X4 SUBFASCIA PRE-ENGINEERED WOOD FLOOR 0 = TRUSSES (VERIFY W/ TRUSS 1/2" RIGID GYP. BOARD TRUSSES VERIFY W/ TRUSS w Q LU cn METAL DRIP ( 1/2 RIGID GYP. BOARD z z 0 0 EDGE ' ENGINEER FOR TRUSS LAYOUT) METAL DRIP 4 �\ �t �l ENGINEER FOR TRUSS LAYOUT) � �.� z w v 0 1X4 FASCIA— CEILING INSULATION 1/2" GYPSUM EDGE 1/2" GYPSUM `� W `� z m U, � ,� WALLBOARD ON STUDS 1X6 FASCIA CEILING INSULATION WALLBOARD ON STUDS z °� �`' ® m ® (SEE ENERGY CALCS.) DBL. 2x SYP. WD. TOP PLATE W/ WALL INSULATION (SEE ENERGY CALCS. DBL. 2x SYP. WD. TOP PLATE ® Z W WALL INSULATION o �, of O 2X6 RAFTER TAIL / I o z @ 24" O.C. 1/2" RIGID GYP. BD. (SEE ENERGY CALCS) VENTED SOFFIT W/3" (SEE ENERGY CALCS) LU J <C SCHEDULED WINDOW 1/2 RIGID GYP. BD. L, >- O DIAM. VENTS @ 48'" SCHEDULED WINDOW z °° t•' DBL. 2x SYP. WD. (SEE FLOOR PLAN) o "-' U � ® � - 1 x 4 T &G 0. C., TYP. DBL. 2x SYP. WD. (SEE FLOOR PLAN) � ® v o c"'� BETWEEN 1'-4" TOP PLATE WINDOW ATTACHMENT HEADER SEE FRAMING TOP PLATE WINDOW ATTACHMENT z � z 2x SYP. #2 WD. STUDS COMPLIANT WITH FBC-R PLAN FOR SIZE AND DEPTH COMPLIANT WITH FBC R HEADER , SEE FRAMING a w z �, RAFTERS OVERHANG 2x SYP. #2 WD. STUDS PLAN FOR SIZE AND DEPTH m m 2 @ 16 O.C., TYP. FFINISH MATERIAL @ 16" O.C., TYP. w ¢ 0 0 FINISH WALL INSULATION PER ELEVATION REFER TO WALL INSULATION z ® w MATERIAL PER (SEE ENERGY CALCS.) ELEV. FOR (SEE ENERGY CALCS. U ® � J w ELEVATION ) LL, z v 2x SYP. #2 WD. HEADER VERHANG 2x SYP. #2 WD. HEADER c°C.� J Q � cn m -SEE SCHEDULE -SEE SCHEDULE ca oc w z 3:: ® 0 oLU = SCHEDULED WINDOW SCHEDULED WINDOWSCHEDULED WINDOW SCHEDULED WINDOW m °° LU z u, (SEE FLOOR PLAN) (SEE FLOOR PLAN) (SEE FLOOR PLAN) (SEE FLOOR PLAN) zLU cin w ® z 1/2" GYPSUM WALLBOARD ON 1/2" GYPSUM WALLBOARD ON 1/2" GYPSUM WALLBOARD ON 1/2" GYPSUM WALLBOARD ON 'i LU = z v o STUDS W/ WALL INSULATION EXTERIOR SHEATHING TO STUDS W/ WALL INSULATION EXTERIOR SHEATHING TO STUDS W/ WALL INSULATION EXTERIOR SHEATHING TO STUDS W/ WALL INSULATION ® U 1_4EXTERIOR SHEATHING TO (SEE ENERGY CALCS} BE FLUSH WITH THE EDGE (SEE ENERGY CALCS) BE FLUSH WITH THE EDGE (SEE ENERGY CALCS) BE FLUSH WITH THE EDGE (SEE ENERGY CALCS) ,m z BE FLUSH WITH THE EDGE OF THE FOUNDATION 1/4" OF THE FOUNDATION 1 4" ® �t w O OF THE FOUNDATION, 1/4° 2x SYP. #2 WD. STUDS 2x SYP. #2 WD. STUDS / 2x SYP. #2 WD. STUDS OF THE FOUNDATION, 1/4 2x SYP. #2 WD. STUDS LU cn¢ `-� GAP BETWEEN FOUNDATION +" GAP BETWEEN FOUNDATION GAP BETWEEN FOUNDATION z z = ® @ 16 O.C., TYP. AND SHEATHING @ 16" O.C., TYP. @ 16 O.C., TYP. GAP BETWEEN FOUNDATION �, z AND SHEATHING II c� J 2x P.T. AND SHEATHING AND SHEATHING @ 16" O.C., TYP,� w Q a 2x P.T. SILL PLATE SILL PLATE 2x P.T. SILL PLATE 2x P.T. SILL PLATE oc W _ WATER RESISTANT BARRIER WATER RESISTANT BARRIER CONNECT WALL TO FOUNDATION WATER RESISTANT BARRIER WATER RESISTANT BARRIER ® � z CONNECT WALL TO FOUNDATION 2 LAYERS REQUIRED) 2 LAYERS RE CONNECT WALL TO FOUNDATION e CONNECT WALL TO FOUNDATION o (2 LAYERS REQUIRED) PER FRAMING DETAILS ( PER FRAMING DETAILS ( REQUIRED) PER FRAMING DETAILS (2 LAYERS REQUIRED) PER FRAMING DETAILS POLYETHYLENE HOUSE WRAP POLYETHYLENE HOUSE WRAP POLYETHYLENE HOUSE WRAP POLYETHYLENE HOUSE WRAP \ ® Uj � w OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTEM PROVIDE CONTI, METAL TERMITE Z ® � SHIELD UNDER SILL PLATE FLASHING SHIELD UNDER SILL PLATE FLASHING SHIELD UNDER SILL PLATE FLASHING SHIELD UNDER SILL PLATE w UMda ® FLASHING FINISHED BASE MOULDING = 0 LU _T_ FINISHED BASE MOULDING FINISHED BASE MOULDING FINISHED BASE MOULDING ® Ln U F MAIN FIN. FLOOR MAIN FIN. FLOOR MAIN FIN. FLOOR MAIN FIN. FLOOR Z o = ® - -,_ - :.� ELEV @ ®._®I! d 4 ELEV @ pI_O�I :� ELEV @ 0'-0►' - Q ca W F w ELEV @ 0 0 a ®a ,. . W 4 d d a a U-1 \ z " z I I II ( o o I I I o o I III U � tn0 U ® J N O �- 4 CONC SLAB W/ ( I I I 4" CONC SLAB W/ `� I ( I ( � 4" CONC SLAB W/ 411 CONC SAAB W/ z Q ( ( VAPOR BARRIER I VAPOR BARRIER °° VAPOR BARRIER 0 Ln a 0 z �- �, A a ( VAPOR BARRIER _ _ .� I _ N F � W > 1- _ w w ® � >- — a ( - — - REFER TO STRUCTURAL — — I - i, REFE1RIN0 STRUCTURAL J _ DRAWINGS FOR W - I I DRAWINGS FORCTURAL w REFER TO STRUCTURAL o� i to ED _ DRA GS 0 U _ _ DRAWINGS FOR, w "-" o a 11- COARSE COUNT& d a I = COARSE COUNT & M I a a. (_ COARSE COUNT & N � I I a. FOOTING SIZE . . � a a� ( = COARSE COUNT & Ll.� w FOOTING SIZE I FOOFOOTING• • . FOOTING SIZEING (Cly N "' °C W _ • •. I PROVIDED BY — • • ZE (PROVIDED BY _ • a • ( I ( _ I I PROVIDED BY `� _ . a OTHERS I OTHERS) OTHERS 4 OTHER C) o sT 1 i11 CECOPG d ?� P__4®' ~szV W W U Q FEXTERIOR WALLEXTERIOR L = W ,® SEC m 3 4 W® SECTIUN WITH WI JW TWU- TURWALL ECTIUN 3TI N WI I UW 4 TWU-ST Y WALL SECTION QWW � LU _ w z =� D7 SCALE: 3/4'° = 1'-0" D7 SCALE: 3/4" = 1'-0" D7 SCALE: 3/4" = 1°-0" D7 �T _ 1-011 `� v n z J 0 0, ,� SCALE: 3/4 - 1 \ � :;U - 0 �- SERIAL NUMBER 1014.1 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. d U SET MIRROR 3" FROM SET MIRROR 3" ND OFF BACK SPLASH MIRROR=VANITY -5" FROM INSIDE CORNER DRYER VENT (TYPICAL) . .: G - a3 k GAS PIPE (TYPICAL) � m� y, x '/0 FOR GAS DRYER ONLY O.i 9 fnx. S s_ 0 r- -- ca -2 i = oc 0 DRYER VENT (TYPICAL) h d M �I i Ce Q "% � k � COUNTERTOPS i � ,� o � � i 11 1-4 m GAS PIPE (TYPICAL) 36 HIGH X � � ` -. Asa:. V � � � "-' FOR GAS DRYER ONLY � a �a� i (VANITY-5") MIRROR `�' wru '^ o � ~ .s yfl BOX- -,;;r w OUTLET BOX -------------------- .Q / 4 Co 1 4 MIRROR DRYER VENT BOX- "'' 0 ATTACH PER MFR. a E 2 z z CENTER SIDEWAYS INSTRUCTIONS �I IN BACKSPLASH E== 0 0 11 Ovan G. Drummond, AIA <t ®U) � 1/2 RECESS DRYER VENT BOX- Q AR 96399 M (n w FOR MIRROR ATTACH PER MFR. Manuel Gonzalez, AIA oma = AR 96730 LU ce -1 = 2X4 HALF WALL o INSTRUCTIONS _ Sang-Yub Lee, PE CD M o 2 MIRROR TRIM P.T. SILL PLATE P.T. SILL PLATE 0 W J , (IF SLAB ON GRADE) r, (IF SLAB ON GRADE) 72326 "- tZ 000 ■ LU ce ® CABINET ■ M 0 w a V LAITY MIRROR INSTALLATION INSTRUCTIONS: a LU z WITHPEDESTAL LU 3: o_ 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. � ,� ■ ® � LU sk NOTE: z 0 2 AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE 11 ■ C RNER. (MIRROR TRIM WILL NOT BE INSTALLED AT INSIDE CORNERS.) 1. DRYER VENT BOX TO HAVE KNOCK OUTS FOR TOP, o A o C w ® NOTE: BRACKETS REQUIRED IF BOTTOM, OR REAR VENT LOCATIONS. U w 00 0 ce REMOVABLE CLIPS VERIFY MIRROR IS GLUED 00 o > COUNTERTOP CANTILEVERS MORE THAN 1®" 3 UPON INSTALLATION OF WOOD TRIM, REMOVE REM -� w z 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM 0 > 0 B FORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE o > w 1i LENGTHS PER MANUFACTURER'S SPECIFICATIONS. 1� .� � H wi 0 ® 1 z +/- FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. ■ ■ a TER BATH MIRRORWOODTRIMDETAIL- (,NT-3 DRYER VENT SOX FOR DRYER ONLY P o 0 Q � KITCHEN HALFWALL ETI (INT-2 82 w z INT-1 SCALE: 1 211 = 11_011 (INT-1) D$ " = " (INT-3) ® <c D8 SCALE: 1/2" = 1'-®" (INT 1) ®$ / SCALE. 1/2 1 0 Q z wLU � � Ua ® TILE OR STONE ON 1/2" COMPARE LU z z HARDI BACKER BOARD MANUFACTURER'S o A ac OVER 4" EXT. PLYWOOD DIM OF TUB & c; C) ® TOLL APPROVED TILE BACKER (REFER ON 2X4 FRAMING. PUMP LOCATION ■ a Uj U- � TO CONTRACT SPECIFICATIONS) ■ �+ N a ®pti f— 0 WALL TILE VARIES SEE PLANS 0 u, REFER TO FLOOR PLAN, z 0 0 °° VARIES BY MODEL F TILE 2-7 z 1 ROW O ® z `'U 0 � 2X BLOCKING BETWEEN 0 0 ® 0 STUDS (3 WALLS) ® Q 2X4 @ 16" O.C. `f' z w z w .� ce W CORNER SHELF W ce w VINYL LINER (3 WALLS) EXTENDED 5 o oc z U- m UP WALLS 0 (1) CERAMIC CORNER w t- z ® ® �- FLOOR TILE SHELF AT 48" A.F.F. _ 2X4 LEDGER � U) � V) ¢ 100% SILICONE SEALANT BETWEEN U- °° n _ �= TILE BACKER AND WET BED ® W H ;+ N cxv DROP IN TUB N 0 >- W Q 2 SHOWER DRAIN �- + 2X4 CRIPPLES m Q > FLOOR TILE 2-2X4 THRESHOLD w w oc Q Q FLOODSTOP � ,,_, z LU U- w cn z Q TILE AT DOOR Q 2X4 TO BE P.T. SUPPORT UNDER ~' ® W � z ® � THRESHOLD WHEN IN CONTACT TUB AS REQ. BY U Q o \ zo U 0 WALL TILE W/ CONC. MANUFACTURERS. o z CL z ., cer_^ O Q V l ® � ADJUSTABLE GAUGE COAT WETBED P N 'cs J ce CL 0 z SHOWER DRAIN LINER SET IN SEALANT @ (FR-�33D RO P I N TUB DETAI 0 w FF = m 2" SHOWER DRAIN FLANGE OVER ROOFING FELT F- ,I z NOTE: ®$ SCALE: 3/4'° = 1'-0" (FR-33) Q � ® z NOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL EXACT SIZE AND SHAPE VAIRES BY REFER MODEL S SHOWERELEVATION < m W BE USED IN LIEU OF CERAMIC WHEN MARBLE/ WELLAS PLUMBING ACCESORIES rya m J X MARBLE TILE OPTIONS ARE SELECTED. ARCHITECTURAL PLANS BY MODEL. z ® w �G� oc w L J WFLOOR T_ STANDARD SHOWER HELF LOCATION END POST TIED INTO FLOOR � '0 (INT_ S CU B ON FRAME ® I 5LU wz `z = 4 QP ac En >>- D8 11 _ 11 (INT-4) $ SCALE: 1/2" = 1'-0'° (INT-5) JOIST BELOW EXTEND TO ,�'� <ca SAL . 3 4 - 1 0 `` � � 1 < cc w m / BOTTOM OF FLOOR JOISTS. '� LL, z0 >Oz � E w 0 END POST TO PENETRATE z LU z `f' SUBFLOOR. w LU � wz ccnnw ® FACE NAIL END POST TO U z ® BLOCKING. o a j ® 2x BLOCKING BETWEEN ' z z = ® FLOOR TRUSS AGAINST ' w c� J z END POST. w � Q � Q V9 Z a ® = SUB FLOOR. , ' - .�, � Cn � a / � (n Uj L.0 ® (.l..lmoi' '^ �i moi'/\ Z 0 w w Z '' f'' ' ,///// \ \` y '' z ® i t--1 �- z 0 Q Z "" ® Ln 0 NAILS(TYP) T; w c3 �>►- FLOOR TRUSS. /',' '' c� g U.J - �"_ , w W Cn N zW �w- 0 � �— � � � ® z 0 o to oC w M w �a ® Z 00 � vi~ z ® U 1— w � � °w° w w F- LU OFFICE COPY < ® oc LU LU ca -v ® � FR-34 HALF WALL TIE-INETAIL LU LU ® wmV � `� z � c=n z w z JD$ N.T.S. (FR-34) Q � 00LL- SERIAL NUMBER 10 < U �- 0 TYPICAL HEADER NAILING DESIGN SPECIFICATIONS USP CONNECTORS TYPICAL DOUBLE TOP as WINDOW SILL SCHEDULE 0.131X3 TOE NAILS DESIGN CODE: COMPONENTS & CLADDING GARAGE DOOR UPLIFT TYPICAL STUD NAILING: TYPICAL TOP PLATE NAILING: '-0" MIN. SPLICE LENGTH OPENING 0 PLAIL SPLICE 2X6, 2x8 - (5) NAILS ROUGH DROPPED HEAD MINIMUM END 2014 FLORIDA BUILDING CODE - RESIDENTIAL ALLOWABLE DESIGN PRESSURES PRESSURES (PSF) CONNECTOR FAST HERS FL CODE „ 2x10, 2x12 = (7) NAILS FASTEN ALL TOP PLATES R SILL PLATES FASTENER EACH END 0.131x3 END NAILS: a, ,> / (16) 0.ACx3" NAILS 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS TE F THE ORIGINAL PLANS 1 CAR SYP SPF # 9a, LVL, 11 a,LVL = (7) NAILS TOGETHER wf (3) ROWS VENLY SPACED DESIGN IS VOID ONE YEAR AFTER THE A � TRIBUTARY INTERIOR EDGE STRIP (PSF): +22.9 2) @ 2x4, 14 LVL, 16 LVL = (9) NAILS OF .131x3 @ 12" O.C. STAGGERED. 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. AREA (sf) GARAGE USP A35 450 450 ( )1 Odx11/ ' �� . .r ZONE (PSF) 'a' = 4'-6" DOOR 2 - _ (3} ® 2x6, DESIGN LOADS: ACTUAL AND UNIFORM 10 -28'8 USP RT7 585 495 5 8d EA. END (4) @ 2x8. SYP#2 4 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS +25.6 -27.7 +25.6 -34.2 (8'x7') sYP#2 DBL. HEADER, � 12'-0" (3)2x6 SYP #2 (1)A35 + (4)124 TOE NAILS ROOF FLOOR 2 CAR USP RTSA 775 650 (5}104x11/ " EA. END TYPICAL WALL FRAMING NOTES: ROOF SHEATHING, 6"MAX. TOP PLATE PER PLAN 4-0 MIN. ROOF LOADING (cd=1.25) (cd=1.00) 50 +22.9 -25.0 +22.9 -28.8 GARAGE +21.8 USP MTW12 1195 860 (7)10dx11/ " EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS F TLou P o n t i o a n d TOP CHORD LIVE LOAD 20 psf 40 psf DOOR -23.9 USP HTW20 1450 1245 (12)104x1' 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 - Associates, Inc. TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 psf USP MSTA24 1640 1455 (9)1Od EA. END 2. USE SYP#2 FOR ALL TOP 2x-BLOCKING ONLY RAISED BOTTOM CHORD LIVE LOAD 10 psf O psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD}. THE PLATES AND SOLE PLATES. REQUIRED IF SHEARWALL -\BOTTOM CHORD DEAD LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY USP MSTA36 2065 2065 (13)104 E . END HEADER ARCHED TRANSOM OPTION: DEFLECTION CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 1/2"0 ROD TO FTG. ------, 2x SPF DIAGONAL BLOCKING 420 Osceola Avenue 3, USE SYP#2 FOR ALL � 1EFASTENED w/ 3-0.131"xJ'a Jax, beach, Florida 32250 ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 SHALL BE PERMITTED USP JUS28 1305 1305 � I DROPPED EA. END TYPICAL. Ph. 242-0908 Fax. 241-9557 FLOOR FRAMING: LIVE LOAD Lf360 & TOTAL LOAD L/240 (6)104 TO HEADER HEADERS �� HEADER >. COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 5/ "0 ROD TO FTG. --�_� I � VSHEATHING MAY EXTEND 2" FL: CA# 8344 SC:CA# 3579 0.75 MAX ANY CASE s 4. ALL WALLS SHALL BE C-'�� - - I I -_ PAST BLOCKING- WINDOW POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. USP HTT22 5370 5370 ' --_ ATTACHMENTS MUST /S O ROD TO FTG. BALLOON FRAMED FULL I I� I ____-- ARCHED LSYP#2 HEADER WIND LOADING: s �a HEIGHT TO ROOF OR FLOOR II TRANSOM , ANCHOR INTO 2x MATERIAL. ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 /g b ROD w 12 164 L-- ----J PER PLANS / ( ) BEARING ELEVATION, U.O.N. ON I FASTEN LOWER STUD OPTION 5/,,"0 PERMANENT TRUSS TO TALLER STUD w JACK AND MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF USP PAU66 2535 ROD w/ (12)164 PLAN. I / SEE RIGHT BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS PLUS = PRESSURE AND MINUS = SUCTION. BRACING BY OTHER 2-ROWS OF 10d COMS KING STUDS, > >• I » SEE PLAN �`'0 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 • DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE ) �� SCHEDULE �'`' R*Fx, LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED INTERIOR LOAD BEARING FULL HEIGHT ANCHOR {I a� ►jA� '� �, e BY 0.75 WHEN COMBINED w/ DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET WALLS TO CONCRETE SLAB {I FOR SILL SIZE AND ^" ""+° �+' , "; ''•, THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SIMPSON CONNE TORS AT INTERIOR WALLS I TYPICAL SOLE AT TWO STORY CONDITIONS "` w 10d MASONRY CUT NAILS @ 3 " E� CONNECTION EACH �. i+` 4 °` a BASIC WIND SPEED (ASCE 7-10) ---------- 130 MPH �, TYPICALLY FULL {; PLATE NAILING: END WINDOW SILL SEE PROVIDE SOLID BLOCKING , . cv a a 48 O.C. MINIMUM. SEE HEIGHT THREADED II 0.131x3" TOE NAILS: SCHEDULE WITHIN FLOOR SYSTEM AT ALL No. °; IMPORTANCE FACTOR --------------- 1.00 - --�I`- -�I� UPLIFT FOUNDATION PLAN ADDITIONAL RODS @ 6'-0" O,C, �' (3) @ 2x4, UPPER LEVEL POSTS & JACK - = 'r' MEAN ROOF HEIGHT ---------------- 20.0 FT o �-- --� a �,� CONNECTOR SYP SPF FAST N ERS FL# CODE ANCHORS AT SHEARWALLS � (4) @ 2x6, STUDS ROOF PITCH ------------------- 7 12 / a A35 450 450 12-84x1/2 10446.4 I, ; -- � ' f. (5) @ 2x8. sowc156a0 SCREW .. �TA7' � o BUILDING CATEGORY -------------- 11 BLOCKING ONLY REQUIRED �I - SEE 8/SD.O fi C � ° - DENOTES EDGE STRIP. H2.5T 600 520 5-8d EA. E D 11478.3 INTERIOR BEARING WALL: AT SHEARWALLS AND EI PT. SYP#2 EXPOSURE CATEGORY --------------- � SOLE PLATE r-- SEE C & C CHART HTS16 1150 1085 16-10d EA. ND 10456.6 STUCCO FINISH �, �'+ •4.,,,,. Lia c� ENCLOSURE CLASSIFICATION ------------ENCLOSED SEE PLAN FOR ST D SIZE 1 oy e� I ABOVE FOR 'a' DIMENSION , 1 ' / � INTERNAL PRESSURE COEFFICIENT ---------- f .18 2 AND O.C. PACING. ;� ,'�„elf MTS12 1000 860 7-104x1/ A. END 10456.3J i HTS20 1450 1245 24-10dx1'/2 EA. END 13872.3 SEE DETAILWALL THI S0.1 " . o CONTINUOUS BL CKING I / MATERIAL SPECIFICATIONS ° 1 ' a. � d '• a -- J MSTA24 1765 1270 9-104 EA. E D 13872.4 WITHIN FLOOR YSTEM { FOR SPLICING FOUNDATION SEE PLAN Christopher J S a b o u r i n P E Ir •' . WHERE POST IS ABOVE. 164 COMMONS OPTIONS . 12 1'/2 ' F L P E#714 61 MSTA36 2050 1870 13-104 EA. ND 13872.8 @ 8 ®C I MAX. MIN. SOLE PLATE ANCHOR: 0 1 1 6 r--- -, WALL FRAMING AT WALL FRAMING AT HARDWARE AND ANCHORS: L-- --a 18-16d TO TRUSS/BEAM FLOOR SHEATHING, , FROM SOLE SEE SCHEDULE HTT4 3480 3080 11496.2 8d @ 3" � SEE SPECIFICATION I I PLATE CHANGE CONDITION RAISED HEADED CONDITION PLATE BREAK REVISIONS DATE ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH [NOT ACTUAL PLAN] �a'r a'� 1-5/8"0 ROD TO FTG. I I: ASTM A 307 OR ASTM F 1554 GRADE 36. ,., ,__r�.r �I _ BUILDER MAY CHOOSE EITHER THE DROPPED 32-/fid TO TRUSS/BEAM � � �� ..��-.:�-r_ WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). SCOPE OF SERVICE 5 ,' �--I E _rte-- �� I HEADER CONDITION OR RAISED HEADER CONDITION WALL FRAMING AT NUTS. SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. HTT5 5250 4670 1-/s ROD TO FTG. 11496.2 0-------,-'`� I II ! DROPPED HEADER CONDITION METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO I I ,fig I 2 TYPICAL WALL FRAMING 6-1Od TO HEADER EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: LUS28 930 780 10655.113 I 50,0 RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE 4-10d TO JOIST Yz"x6" SIMPSON TITEN HD 1 " FOR CONSTRUCTION MEANS METHODS TECHNIQUES PROCEDURES OR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE /,� a , I I A _' SOLE PLATE ANCHOR 1 SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY 14-164 TO HEADER _ �� w/3X3x0.229 WASHER SEE HU410 905 785 10531.36 L---- --J I Q$HOLD DOWN LARGER THAN REBAR SIX AND /8 LARGER THAN THREADED ROD SIZE. , - I SCHEDULE FOR SPACING OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOIST Ii ,I (U.O.N.) THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT SYP#2 DBL. it SEE 1/SO.1 ' ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS ABU44 2200 5/8"0 ROD EPDXIED 6" MIN 10849.6 SEE 5/S .O -r --r (DUAL CARTRIDGE INSTALLATION ONLY): DOCUMENTS. a TOP PLATE {I BUTT JOINT� EPDXY: ITW RED HEAD A7 ABU66 2300 5/,5"0 ROD E OXIED 6" MIN 10849.6 {I 2„ 2„ REINFORCING STEEL: SHALL BE ASTM A615, LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: {, BLOCKING ONLY REQUIRED { GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A SIMPSON EP XY-TIE 11506.4 {I {' 1 1 FIELD ALTERATION AT SHEARWALLS AND ,� WALL SHEATHING STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, 1D-164 TO STUD/BEAM/POST I STUCCO FINISH II SEE DETAIL 1/50.1 h, 1. coNTRACTORSHALLCONTACTLou WELDED WIRE FABRIC (►/+1WF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 11496.3 {I I 1,1 - PONTIGO B.ASSOCIATES PRIOR TO FOR SPLICING I I LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-'/2"0 ROD TO FTG. I I� OPTIONS RATED SHEATHING, MAKING ANY STRUCTURAL FIELD 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 11 I' » _ BOUNDARY OF SEE GENERAL NOTES. MODIFICATIONS WHICH MAY VARY MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY FULL HEIGHT II {� Y2 THREADED ROD 1 -0 1 Y2 SHEATHING FROM THE INTENT OF THE ORIGINAL ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 1705 13-8d 10852.1 SHEATHING II I EPDXIED 4"w/3X3x0.229" PT. SYP#2 I�- CONSTRUCTION DOCUMENTS.ANY , ,i MAX. MIN. FIELD ALTERNATIONS MADE PRIOR TO TO BE •I WASHER SEE SCHEDULE SILL PLATE EXAMPLE OF PANEL CONTINUOUS FOR SPACING •• BEING APPROVED BY LOU PONTlGO 8 GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS II EDGE wf BLOCKING I SOLE PLATE BREAK ASSOCIATES MAY RESULT IN TO UPPER �I ' INTERIOR BEARING II WHERE REQUIRED BY ADDITIONAL ENGINEERING OR WALL: SEE SCHEDULE II EPDXY ANCHOR TITEN HD GENERAL NOTES. INSPECTION FEES. TOP PLATE FOR STUD SIZE s� OPTION ANCHOR OPTI( hJ 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON @ 6" O.C. EDGE & FIELD dl AND O.C. SPACING. {� - I WALL SHEATHING TO . . •. . ��-, ROOF SHEATHING SPECIFICATIONS: I• SOLE PLATE SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT 8 ;' RAISE Y8" FROM EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE SUPPORTED EDGES, SHINGLE- MIN, 7/ 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. WITH( 4'-0°" OF ROOF EDGE). " o� SEE DETAILS SEE DETAILS {I ANCHOR GENERAL NOTES �� a 8d @ 3 •I , BOTTOM OF SOLE SPACING SPACING SPEC. DEPTH DISTANCE I ON S1.01 ON S1.01 I -) TILE - 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 ROOF' EDGE). - Ia � - --- -� - �- PLAN AND FASTEN TITEN HD 42'° 24°' 3x3x0.229" 4" 2" F - II- -� r- _ -1 r � , w 8d ® 3 O.C. „ „ EXAMPLE OF UNSUPPORTED • •° " „ EPDXY 42 24 3x3x0,229 4 2. (UNBLOCKED) PANEL EDGE METAL - MIN. 1/2", 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2 RING SHANK NAILS @ 6 O.C. EDGE & 6 O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4 O.C. WITHIN 4'-0" F ROOF EDGE). I I • I MAS 42" 24" N/A N/A N/A (TYPICAL) . .". WALL SHEATHING SPECIFICATIONS: FLEXIBLE FINISH-MIN. '/16"a 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d C� 6" O.C. EDGE AND 6'° O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLAT TO UPPER TOP PLATE. I I I I I I L J FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO NAILING TO INTERMEDIATE OR VINYL SIDING, L--------J I_-,-------J L-------J as � 24f1fi, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLA E TO UPPER TOP PLATE, CORNERS AND PLATE BREAKS AND KING STUDS. SUPPORT IS 6 O.C. MAX. ROOF W STUCCO FINISH,-MIN. 7/,8 (LION) TRUSSES, OR MASONRY SPECIFICATIgNS MULTY STORY 2• WASHERS MAY BE SLOTTED FOR EASIER INSTALLATION FLOOR JOISTS. - CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF SINGLE STORY MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530 05, AND SHALL BE 3 �� 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER, A 3"X3"X'/$" W/ 11/2"4 ROUND 2000 psi PER ASTM C1 D19, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8 TO 11 SLUM^. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY E USED IN BRICK VENEER. STEEL WASHER MAY BE USED. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. 1 TYP. WALL SECTIONS 3 SOLE PLATE ANCHOR DETAIL Et SCHEDULE �4ROOF AND FLOOR SHEATHING NAILING CONCRETE MASONRY UNITS (CMUl: _ _ 11 S0.0 50.0 SCALE: 3/4" _ �'-o" US0.0 SCALE: 3/4" - 1' 0" CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, s iTH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELL CONTAINING VERTICAL REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY -NHEN THE WALL HEIGHT EXCEEDS 5'-0". MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE S MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE , " , ._ USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT, SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHAL BE REINFORCED FULL HEIGHT �`°` 1/2 1/Z a WITH - #4 @ 4'-C' O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS MINIMUM OF 40 BAR ~�.� (3) ROW OF 104 DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON NAILS @ 8" O.C. ° UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". '. 2 PLY STAGGERED 0 a. 1/S1.0. LE SIMPSON BEAM. 2x4 BLOCKING CLAY MASONRY (BRICK) SDWC15600 3 PLY BEAM. N BUILDING BRICK FACING BRICK & HOLLOW BRICK, RESPECTFULLY. SEE ROOF OCH O.C. FASTEN BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR 2x4 MEMBERS: EACH END w/3-104 FRAMING ° (1) ROW OF 104 ° ° TOENAILS CONCRETE PLAN FOR EXTEND SHEATHING VERT. (4) ROWS 12d ° NAILS @ 4" O.C. ° 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. � " CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. PROVIDE 2x4 BLOCKING AT 12 O.C. AT HORIZONTAL JOINTS. N N EA. SIDE. ° 2x6 MEMBERS: ROOF SHEATHING, SEE (2} ROW OF 104 STUD BELOW GENERAL NOTES: > _ SPECIFICATIONS BELOW. (3) ROWS 12'S O C NAILS @ 4" O.C. LOWER TOP 4-10d HEELSTAGGERED PLATE AT BREAK OVER LAP DOUBLE COMMONS FOO�NG AND FOUNDATIONS: PRE-ENGINEERED WOOD EA. SIDE. TOP PLATES FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RE OMMENDED TO VERIFY SUITABLE 2x SPF BLOCKING -.,, ROOF TRUSSES. 2 & 3 PLY BEAMS WALL INTERSECTION D 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 R 2x6 POST 2x8 POST ORTHOGONAL VIEW CONDITIONS SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED (CLAY) SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. WITH GAP SHOWN i.�i..1 OF CORNER o Ln FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE , '' ;. (3)ROWS OF 5" (3)ROWS OF 63/4" FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT SIMPSON �`,� "� TRUSSLOK TRUSSLOK DETERMINED ON PLAN THEN CONTACT ENGINEER of RECORD (EOR) SDWC15600 ENGINEERED WOOD ENGINEERED WOOD SEE ROOF FASTENERS @ 24"o.c FASTENERS @ 24"o.c UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 48" O.C. OR ROD CHAIRS. FRAMING II AS SHOWN AS SHOWN PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 PLAN FOR SIMPSON CORNER WALL INTERSECTION BAR DIAMETERS SHEATHING MAY (� SDWC15600 DETAILS I TER (NATE AT SIMPSON ,I SEE ROOF CONDITIONS CONDITIONS SIMPSON_/ FRAMING -PLY 4-PLY NOTES: FmIIIIIIIIIII 2 CONCRETE SLABS ON GRADE: TOP OF DBL. SDWC15600 .I SDWC15600 ;� PLAN FOR 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS 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 � „ TERMITES. • 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. �- DENOTES 3"x0.131" GUN NAILS @ 6" O.C. VERTICAL 0 0 TYPICAL CONNECTION 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE WOOD FRAMING SPECIFICATIONS: 5" < HEEL < 1'-0" HEEL < 5., NOTES: 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 WITH MASONRY, CONCRETE OR 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE SOIL SHALL BE PRESSURE-TREATED. IF, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTAC ED FASTENERS SHALL BE NOTES: JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. OPTIONS ARE SHOWN _ STAINLESS STEEL. 1. TOP PLATE TO STUDS WC ONLY REQUIRED WHEN STUD iS DIRECTLY BELOW TRUSS 2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY PRE-ENGINEERED WOOD TRUSSES, AT TOP PLATE TO STUD, SPACE @ 48" O.C. IN ADDITION TO (2) PLYS FRAMED WALL CORNER AND SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NEPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTAL ED AT ALL TRUSSES AS r5ROOF TRU S 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 S0.0 S0.0 SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER, S0.0 KING STUD TO TOP PLATE: TRUSS TO PLATE: DESIGN ROOF COVERING SPECIFICATIONS: SDWC15600 SCREW. '�-.. SDWC SCREW 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 MANUAA TURER'S REQUIREMENTS. CLAY NOT REQUIRED AT GABLE TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED TOP PLATE TO HEADER FASTENING: CRITERIA Y ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E15 4 AND BE INSTALLED ENDS OR OPENINGS LESS SEE DETAIL AT RIGHT. NOT REQUIRED � � AND TILE ROOFS SHALL BE INSTALLED PER THE CONCRETE AND COLA FOR GABLE ENDS. Q �`'�. 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. SDWC15600 SCREW ~; ,, AN D WATERPROOFING: NOT REQUIRED AT GABLE TOP PLATE TO HEADER FASTENING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. ENDS OR OPENINGS LESS SEE DETAIL AT RIGHT. NOT REQUIRED v�v,a THAN 4'-6" FOR GABLE ENDS. °�.,4.> GENERAL WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS KING & JACK PL SDWC SCREW STUDS SEE PLAN KING JACK NOTES MEMBERS CONNECTION FASTENER STUDS SEE PLAN 24" O.C. TYPE LINTEL DIMENSION MIN. BRIG. MAX. SPAN INTERIOR LOAD BEARING WALL ® BU LT-UP POST IN THE WALL (2)124 TOE HEAD OR SILL DO NOT SCALE DIMENSIONS FROM TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS @ 12" STAG. NAILS E.E. PLATES SEE L31/ x3'/2x1/ 4°' 6°-q'° GABLE X-BRACE, SEE DETAIL 10/SD.1 HEAD OR SILL - 2 a ,�- (MIN) SCHEDULE � y�-� 2X6 WALL THESEUNCLEAI RGREFER p THE 1S TOP PLATE, LAPS INTERSECTION FACE NAIL (2-164) 3-GUN NAILS L4x3'/2"xl 4 6" 8°-0'° HEADER SIZE, JACK AND KING STUD - - PLATES SEE / (2)2X8-1/2 SCHEDULE ARCHITECTURAL DRAWINGS OR DESIGNATES SHEARWALL. THE QUANTITY. ROUGH OPN'G SEE ARCH ,. CONT,acT THE E.o.R. DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS "X1/46 10-D _ HIDDEN LINE DESIGNATES SIDE OF HEAD OR SILL KING STUD TO FRAMING BELOW: _ TRUSS TO PLATE: L5x3/2 " " --- WALL THE SHEARWALL SHEATHING AL PLATES SEE CS18 STRAP w/6-10dx1Y2" ROUGH OPN'G, SEE ARCH SDWC SCREW ``; PLAN NAME RIM JOIST To TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6" 9 „ 1/4 „ , " sw TO BE APPLIED. 8d 0 3/6 SCHEDULE NAILS EACH END. STRAP L6x3/2 x 6 12-0 NAILING: � CEILING JOIST TO TOP (PLATE TOE NAIL (3-8d) 5-GUN NAILS " DESIGNATES 8d COMMONS @ 3" KING STUD TO BOTTOM PLATE ATTACHMENT CAN BE INTERIOR OR ~'' "'^� SAN TROPEZ - CARIBBEAN L7x31/2"x1/4 6" 16'-0" 84@3" 6 O.C. EDGE & 6" O.C. "IN THE CONNECTON: SIMPSON '� ROUGH OPN G> SEE ARCH. EXTERIOR SIDE OF WALL, ��.., CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS FIELD" SDWC15600 SCREW. OMIT IF STRAP NOT REQUIRED AT THE4 DESIGN/DRAWN/CHECKED 1. STEEL LINTELS TO BE MINIMAL 36 SHEARWALL HOLD DOWN IS FOLLOWING: GABLE ENDS OR PLATE TO HEADER, CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION BRICK SPECIFIED. NOT REQUIRED AT CS KE LAP RESISTANT COATING OF EPDXY BASED F VENEER ADJ - ADJACENT LG - Lon JACK TRUSSES LESS SDWC SCREW @ GABLE ENDS OR 2-STORY 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. DATE - WEATHER BOT - BOTTOM MONO - Monolithic WALLS RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS BARRIER BRG - BEARING OC - On Center - THAN 3'-6" - 2X4 WALL 02.15.17 2. LINTEL MORE THAN 8'-0". SHOULD ► ��, HEADER FASTENING SECTION JACK RAFTER TO HIP TOE NAIL (3-104} 4-GUN NAILS BE LATERALLY SUPPORTED NOT TO I CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board SCALE _ I DBL - DOUBLE PERP - erpendicuiar I Al.I A .V1 A I ROOF RAFTER TO 2x- P'IDGE BM. TOE NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. O.C. w/ 2-1/4x3" WD. I'-� DIA - DIAMETER PRE ENG - Pre Engineered KING. STUD TO FRAMING BELOW: AS NOTED SCREWS INTO HEADER PROVIDE A '/2" =s� LINTEL EA - EACH PSF - P ands per Square Foot a �� f• _ " ;.Ir CS18 STRAP W 6-100X1 '° LPA No CONT, HEADER, TWO PIECES FACE NAIL 16d@ 16" O.C. @ EDGE ATTACHMEIIT / - VERTICAL SLOTTED HOLE FOR SCREW. EE - EACH END PSI - Po nds per Square Inch NAILS EACH END, STRAP ATTACHMENTAIJ„I'3 CONT. HEADER TO STUD TOE NAIL (3-164) 4-GUN NAILS -- SEE NOTE 2 TOLL-16-01060 --� EOR - ENGINEER OF RECORD PT - PR SSURE TREATED STUD OR 2X10 INTERIOR OR EXTERIOR SIDE OF WALL. 3. BRICK VENEER ATTACHMENT: EQ - EQUAL QT - Quik Tie SOLE PLATE CONNECTOR SOLE PLATE ANCHOR STRAPPING NOT REQUIRED BLOCKING FASTEN STRAP NOT REQUIRED AT THE FOLLOWING: CONTROL No. STUD TO SOLE PLATE TOE NAIL (3-164} 4-GUN NAILS HORIZONTAL TIES @ 24" O.C., VERT. EXT - EXTERIOR REINF - einforce LOCATED WITHIN 6" OF PER SCHEDULE AT LOWER LEVEL HEADERS W/8-10d COMMONS GABLE ENDS OR SOLE PLATE TO JOIST/LOCKING FACE NAIL (16d @ 16") GUN NAIL 0811 TIES @ 12" O.C.. (FOR 11 Omph HEADER,� FLASHING FBC � FLORIDA BUILDING CODE SF - Square Foot STUD PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN MULTI STORY JACK TRUSSES LESS 45$2 WIND-ZONE VERT. TIES @ 16 O.C. . SEE PLAN FDN FOUNDATION SPF -Spr ce Pine Fur HOLD DOWN IS SPECIFIED THAN 8' SHEET BRICK LINTEL, SINGLE STORY MULTI STORY TDR CODE COMPLIANCE MAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN FT - FOOT SYP - S uthern Yellow Pine (STACKED WIND®WSJ THAN 3° e! „ as s " SEE SCHEDULE FTG - FOOTING THRU - hrough CITY BEA CH 3 xq.131 � = GUN NAILS 2%0.113"0 = RINK SHANK 12 OF OPENINGS. PROVIDE /,6 � WEEP UNSTACKED WINDOWS 2"x0.113'°O = 6rJ 21/2x0.131'°0 = 8d HOLES @ 33" O.C. IMMEDIATELY ABOVE SECTION VIEW HDR - HEADER TYP - T ical 8 TYPICAL H ADER STRAPPING HORIZ - HORIZONTAL LION - Unless Otherwise Noted REQUIREMENTS LBS - POUNDS VERT - ertical Aid��„�� 3"x0.148"O = 11:Jd 31/2"x0.162"o = 164 FLASHING. OF BRICK LINTEL S0.0 ��- Soso 11/2'°x0.148" = 104x1 1/2 B9 11/2%0.131"0 = 84x1'/2" WWF - Welded Wire Fabric SHEET 1 OF RE�pr tna nv- 1 I 2x6 SYP#2 BLOCKING BETWEEN 2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP PLATE w/ 10d @ 4 O.C. FASTENED TO TOP WALL SHEATHING STUD WALL FRAMING PLATE wf 10d @3" O.0 8d COMMON WIRE NAILS w/ 2x SOLID BLOCKING TO BLOCKING @ 3" O.C. II AT SHEATHING EDGE i I e 6" 4 BLOCKING ONLY REQUIRED DBL. TOP MAX NOTCH HEADER AT SHEARWALLS AND Vm PLATE BELOW TOP PLATE 2x4 BLOCKING BETWEEN EA.1::�s � Lou P o n I TRUSS. ATTACH AT EACH WALL STUD w 3-16 NAILS AT EA. STUCCO FINISH SECS SPECIFICATIONS I PORCH / ~ � 5-8d COM HEADER I Associates, Inc. EACH SIDE 16d COMMONS OF SPLICE 16d COMMONS BLOW EN® I °of HEADER FRAMING INTERSECTION. (MIN. OF @ 8" O.C. o� SHEATHING SPLICE @ $" O.C. 2x4 SYP#2 HORIZ. BRACING @ I 8-GUN NAILS---- 2x4 °I SEE PLAN. 6-16d BETWEEN EACH TRUSS) 24" O.C. BETWEEN OUTER WALL HEADER & SUPPORT 420 Osceola Avenue PORCH PARALLEL FULL HEIGHT Jax. Beach, Florida 32250 Z & FIRST INTERIOR TRUSS. NAIL T® WALL PORCH POST, PER PLAN. I (2)MSTA24 ANCHOR OR DTT2Z Ph.242-09Q8 Fax. 241-9557 CONT. RIBBON CONT. RIBBON 8d COM 0 EACH END w/ 3-0.131x3" NAILS PERPENDICULAR I STRAPS HOLD DOWN AT MIN. (2)2x4 WOOD PERPENDICULAR TRUSS BOARD (TYP) N BOARD (TYP) 3" O.C. (TYP) TO WALL BASE OF POST BELOW. & (1) ADJ. DETAIL B FL: CA# 8344 SC:CA# 3579 r G EACH SIDE FLOOR OPTION A TO PORCH HEADER. SHEATH N WALL FLOOR FLOOROF SPLICE TRUSS TRUSSES TRUSSES 24" 16 GUAGE POST BASE: OR JOIST. OR JOIST. 2x4 SYP#2 STRAP w111- POT 24" 16 GUAGE 4x4 POST:ABU44 [I STUD WALL FRAMING SHEATHING SPLICE DIAGONAL 10dx1Y" EA. END BELOW STRAP w/11- 6x6 POST.ABU66 I /-w/ 2x SOLID BLOCKING FASTEN EA. � 10dx1Y2'" EA. END LSTA12 FOLDED OVER TOP �, � ��,�,i DOUBLE TOP PLATE 8d COMMON WIRE NAILS I ` AT SHEATHING EDGE END w PLATE w/5-1 Ud NAILS / I' ,*� in Al" 3/4" OSB or PLYWOOD INTO TOP PLATE & 5-10d / PORCH. CONTINUOUS OVER TO BLOCKING @ 3 O.C. .�'' '°,�� $• ( '�, 3-10d COMMONS I PORCH HEADER, I - SLAB 6�, HEADER NAILS INTO BEAM. SPACE ,L F __�� I ! ,�^ +'+°�, '�• `' Q- SEE PLAN � ,_ RIM BOARD 4 --- ---- Z , SHORTER THAN - WALL FRAMING-/ FLOOR SYSTEM. ALIGN CEILING 1 STRAPS MAX @ 48 O.C. OMIT T WALL s SHEATHING IS INSTALLED ! (� WALL FRAMINGWALL FRAMING MSTA24 ROD z VERTICAL JOINTS WITH LINE ROOF TRUSS N STRAPS EPDXIED 6'° MIN ON FACE OF BEAM OR JOIST SHEATHING SPLICE WALL SHEATHING °° tI -��FOR PERPENDICULAR JOINTS INSTALL FLOOR TO PLAN VIEW F PLAN VIEW OF ELEVATION VIEW OF o a .11`- TRUSS CONNECTION = .p 114 �TA '+� o BLOCKING ONLY REQUIRED FLOOR STRAPPING PER 5-8d COM 8-GUN °o SEE DETAIL B ABOV = cv AT SHEARWALLS AND EACH SIDE OPTION 1 OR 2 PO CH HEAD R PORCH HEADER PORCH HEADER NAILS CO TIN RUS 2 T SYP#2 M�„� +,,`+9'fi< F: STUCCO FINISH OF SPLICE AT CORNER P ST AT POT AT POST FULL HEIGHT E FAS EN WITH '�, ` `�.QR OPTION 1 OPTION 2 " '' °'""".* � ,4�``w ANCHOR OR DTT2Z 5-0.131x3 EA. STUD. �y �. OVER LAP SHEATHING APA RIM BOARD OPTION FLOOR TRUSS PARALLEL HOLD DOWN AT MIN. (2)2x4 WOOD _ pelf". t� i"I AL � �r•�```�` BASE OF POST BELOW. & (1) ADJ, PARALLEL TRUSS NOTE 1: 3/8" (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS @ 6" O.C. EDGE AND FIELD OPTION B TO PORCH HEADER. DETAIL A Christopher J S a b o u r i n PE 1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED FL P E#714 61 1 FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS 2 TYPICAL PORCH FRAMING DETAILSr7% TYPICAL PORCH BEAM CONNECTION , ,EN 4 WALL ADJ. TO ROOF CONNECTION OTEO S0.1 SEE CONSTRUCTION SPECIFICATIONS FOR ROOF REVISIONS DATE S0.1 SO.1 So.1 AND WALL SHEATHING AND STUD FRAMING. SEE DETAIL 5/S0.1 FOR DIAPHRAGM ATTACHMENT WHERE APPLICABLE IF TRUSS REACTION EXCEEDS 23001bs PROVIDE CRIPPLE STUDS ROOF TRUSS. DIRECTLY BENEATH TRUSS SYP#2 2x4 NAILER FASTENED TO TRUSS � 1 FIELD ALTERATION TR ROOF / �� II II I� - SII 2-SIMPSON H2.5T. A B A B FLOOR OR FASTENED RTOwSHEATHING w/ 8d @ 3 O.C. ROOF A 2x4 SYP'#2 CATS AT 12" - -------- ---------- O.C. FASTENED TO TOP ROOF TRUSS. 111/ TRUSS. SDWC 15600 ________ CTO SHALL CONTACT LOU Ft ASSOCIATES PRIOR TO PLATE w/ 4-0.131x3" 4 SHEATHING FASTENED TO - @ 32 0.C. I I I I I I I I MODIF COATIONS WHICH MAY VARY MAKING ANY STRUCTURAL FIELD COMMON. MAX. /TOP PLATE w/ 10d @ 3" O.C. VSCREWS FROM THE INTENT OF THE ORIGINAL I SHEARWALL FIELD NALTTERNATONSSTRUCTION CMADEPRIOR,TO 2x SYP#2 CONT. ATTACH 16UMENTS.ANY " MAX. OSB WALL FASTEN CATS EACH END w/ II SHEATHING B C B C B D D D D QJ . BEING APPROVED BY LOU PONTIGOS 3-0,131x3" COMMON TOE NAILS TO TOP PLATE AND TRUSS ASSOCIATES MAY RESULT IN II w/ 0.131x3" @ 3" O.C. EDGE OF ADDITI®NAL SPECT ON FEESENGINEERING OR II 2x MAY OVERHANG TOP PLATE. SHEARWALL SHEARWALL OR II SHEARWALL C C EXTERIOR WALL S 8d@3" 6" SW 8dC�3"f 6°' ALTERNATE A ALTERNATE B ALTERNATE C ALT RNATE C PERFOR TED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST TO POST BELOW WITH 2-CS16 STRAP KING POST TO Q- UPPERTO LOWER STUDS - UPPER TO LOWER STUDS STRAPS WHEN FULL HEIGHT STRAPS BELOWWWITH N FULL HEIGHT FLOOR DECK 10d @4"O.C. SW 8d@3 6: (2 CS18 STRAPS SW 8d@3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED 71,8" OSB DIAPHRAGM FASTEN ROOF ) FLOOR ANCHORS ARE NOT USED TO NAILER w/ (1) ROW 8d TRUSS. - 2x4 SPF#2 CONTINUOUS TRUSS. END STUDS TO FOUNDATION END STUDS TO FOUNDATION HEADER DOWN CONNECTION HEADER UP CONNECTION @ 3'° O.C. FASTEN TO TOP ' ' - ` %' LEDGER FASTENED (� / SW 8d@3/6: HTT5 OR HDU5 W 8d@3 6: HITS OR HDU5 PLATE w/ (2) ROWS 7/iB�' OSB f TRUSS WEBS WIT _ _ s,• ,' BLOCKING SO PLATE ANCHORS SOLE PLATE ANCHORS CONNECTION UPLIFT CONNECTOR CONNECTION UPLIFT CONNECTOR OF 8d @ 3" O.C, ;% w 3-0.131x3" / SHE RWALL NOTES: EE SCHEDULE ON DETAIL 3/SO.O EE SCHEDULE ON DETAIL 3/SO.O CALL OUT CALL OUT COMMON. A H2.5T @ 32" O.C. TOP & BOT A LS18 0 32" O.C. 2x4 SPF ;% ';>,,,:;,PANN;EL FLOOR 1. A ROOF TRUSS I !„'�� '"� FRAMING CON RACTOR MAY SHEARWALL NOTES SYP#2 2x4 NAILER FASTENED I� ALL AROUND TO TRUSS 80T. CHORD w/ j1 1, I CHOOSE A,B,C,D, OR G. 1. PROVIDE 7/16 OSB SHEA HING WITH 8d COMMONS @ 3 O.C. AT PANEL BOUNDARIES AND 6 IN THE FIELD. B SEE PLAN B SEE PLAN FASTEN CATS EACH END w/ I72x4 SYP#2 CATS AT 12" PROVIDE 2x BLOCKING AT LL PANEL EDGES. (2)CS1fi STRAPS C 1 MSTA24 STRAPS C(2) ROWS 0.131x3" @ 3" O.C. 3-0.131x3" NAILS @ 6" O.C. .C. FASTENED TO TOP O _ INTERIOR I 2. USE ALTERNATE A. II �, 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 SW-2 SHEARWALL. I� COMMON. ENDING BETWEEN ROOF END POSTS FOR SW. OR HTT4 HOLD DOWN AT BASE (1.O.N) OR HTT4 HOLD DOWN AT BASE (U.O.N) 5-16d NAILS SHEARWALL LLORJ TRUSSES.� EXTERIOR WALL ALTERNATE D ALTERNATE E (TYPICAL) 3. FASTEN ALL INTERIORS TO ROOF OR FLOOR TRUSSES PER 5/S0.1 U LU ALTERNATE F 3. USE ALTERNATE E & F FOR FLOOR 4. INSTALL INTERIOR FOOT( G BELOW SHEARWALL PER DETAILS ON S1.0 TRU S ATTACHMENT 5 SHEARWALL ATTACHMENT AT ROOF a FLOOR 6 TYPICAL SHEARWALL ELEVATION WHEN 7 HEADER "TIE DOWN �-- S0.1 S0.1 PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. OTEO SO.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN o a L X wNI X Z-4 P m < Uj 8d COMMON NAILS 4-12d TO MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. SINGLE ROOF NAILS (TYD.) 2x4 SYP#2 OUTLOOKERS TRUSS BRACING AT 3" O.C.(TYP) TRUSS @ 24 O.C. 1.)ALL BRACING LUMBER SHOWN, EXEPT 2x4 BLOCKING. FASTEN FOR T-BRACE SHALL BE 1x4 SYP#3 EACH END w/3-10d H3 OR H2.5T HURRICANE CLIP @ EA. OR BETTER OR 2x4 SPF#2 OR BETTER. WALL STUDS WALL STUDS 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 i 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 OVERFRAME RAFTERS, SEE PLAN. TO BACKSIDE OF WEB. I,I DELEGATED TRUSS ENGINEER. In a 1 2X6 I°I 3.)PERMANENT PERMANENT BRACING 0 BRACING APPLIED TO WHERE NOTED ON TRUSS MFR. SHOP ROOF TRUSS-/ ROOF TRUSS ANGLE I 1 SIMPSON H - 3 w 10 8d COMMON DRAWING R EOFW 5. S, THE CONTRACTOR F ONT SID EB SHALL H DBL SYP 2 LEDGER 7 / BRACE I SYP 2 LEDGER ATTACH NAILS FROM RAFTER TO LEDGER # PROVIDE 1x4 SYP 3 OR BETTER # # TO EACH STUD PER ATTACH TO EACH STUD AND LEDGER TO ROOF MEMBER. THESE STRAPS I I BOTTOM CHORD BRACING � MAY BE OMITTED 2X4 T-BRACE. ONLY WALL SHEATHING UP ° ° T-BRACE FASTENED TO I°I SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 REQUIRED FOR BRACE GABLE END TRUSS. BLOCKING WHEN OVERFRAME ° ° ° a a o WEB w/ 12d @ 6"O.C. I I PERPENDICULAR TO TRUSS BOTTOM A-SINGLE LEDGER B-DOUBLE LEDGER ALT, TO BOTH H3 ABOVE RAFTER LENGTH LENGTHS > 8'-0". ° ° ° T-BRACE TO BE THE CHORDS AND ATTACHED TO EACH PRODIDE MTS12 OR CS16 DIRECTLY LESS THAN 4'-0" FASTEN w/10d COMMONSSPECIES, I°I TRUS WITH 2-8d COMMON NAILS. AT SAME SIZE VERTICAL VERTICAL @ fi" ON-CENTER 2X4 #2 SYP BLOCK @ EACH AND GRADE AS WEB I I GABLE END WALLS PROVIDE DIAGONALS 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 TRUSS SHOP DRAWING FOR QTY. AND TO BE BRACED. AND ROOF MEMBER. END W/ 3-10d TOENAILS I I (APPROXIMATELY 45%) TO THE 0 0-775 2x6 w/ 5-0.131x3" 1850-2345 2x8 w/ 6-'/4"�x6" SDS SCREWS LOCATION. IF MORE THAN (1) LATERAL I°I ADJACENT EXTERIOR PERPENDICULAR 776-1250 2x8 w/ 8-0.131x3"'9f 234fi-3125 2x12 w/ 8-i/4"4x6" SDS SCREWS 1251-1540 2x10 w/ 10-0.131x3 BLOCK TO DBL TOP BRACE IS NEEDED, OVERLAP BRACE „ � PLT W/ 2-H2.5T 11 I°1 T'0 FORM ALL TAEZIGZAG PATTERN BRACING 1540-1850 2x12 w/ 12-0.131x3 AS SHOWN. CONSTRUCTED OF THE SAME BRACING PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT C° 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 @ 8 O.C. ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, I FROM BOT. CHORD OF TRUSS ALONG EXTERIOR WALLS PARALLEL TO BOTTOM CHORD BRACING PROVIDE THE LEDGER IS BEING USED TO ATTACH THE ADJACENT TO DBL. TOP PLATE ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE 1 DIAGONALS IN THE END SPACE ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 2x4x6' SYP#2 LATERAL BRACE EA. I BETWEEN THE WALL AND THE FIRST X-BRACE w/ 2-16d INTO BOTTOM 8-1 Od I�LSTA12 @ 48" O.C. OR DBL TOP PLT LINE OF BOTTOM CHORD BRACING AT A CHORD OF EA. TRUSS. COMMONS TO GABLE TRUSS BOTTOM CHORD W/ MAXIMUM SPACING OF 20 FEET. TYPICAL 8 LEDGER CONNECTION WHEN g DECD LEDGER AT OVERFRAME RAFTERS 10 GABLE END BRACING SDWC15600 0 36" O.C. OMIT IF SHEATHING OVERLAPS GABLE 12" MIN 11 PERMANENT TRUSS BRACING FIDNJAMING OTED SO 1 TRUSS TO LEDGER CONNECTION BY TRUSS OTED S0.1 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. 50.1 NOT S: 1, SPACE GABLE END BRACING @ 4'-6" MAX. S0.1 SCALE: 3/4" = 1'-0" 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 'a ITS ACCEPTABLE ITS ACCEPTABLE GIRDER TRUSS �AOR BEAM GIRDER TRUSS WASHER PLAN 1X I FULL HEIGHT TO SISTER A SISTER A MIN 2 PLY 36" LONG STUD [TO 36" LONG STUD OR BEAM ANCHORING SPECIFICATIONS (1)MSTA24 STRAPS STUD FASTEN w/12- FASTEN w/12- � - %C . © 0 e FOL OVER TOP PLATE (2)MSTA24 STRAPS ! " °i '® / ' I 0.131x3 GUN I 0.131x3 GUN NAILS ' FULL H T. ANCHORING SYSTEM: THE THREADED ROD ANCHORING FASTEN w/18-1Od FOLD OVER TOP PLATE SIMPSON HTT5 OR h II NAILS (2)M1S12 SOLE FULL HT. DOUBLE - ANCHOR SYSTEM SHALL CONSIST OF %"0 A307 THREADED FASTEN w/18-10d HDU5. FASTEN [[� .m.� I� I .o (2)MTS12 UPLIFT PLATE TOP PLATE. RODS, ORIENTED VERTICALLY AND ATTACHED TO THE 26-10d COMONS I'I , I',, CONNECTOR ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE i SIMPSON DTT2Z j DO NOT SCALE DIMENSIONS FROM DOUBLE TOP LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE .m PLATE SEE PLAN TOP PLATE, PROVIDE A 2'°x 2"x }�" STEEL WASHER. . w/8- Y4"x1Y2" THESE DRAWINGS.IF A DIMENSION IS WALL STUD FASTEN WITH A NUT AND ALLOW AT LEAST 3 . SDS SCREWS UNCLEAR REFER TO THE THREADS TO EXTEND ABOVE TIGHTENED NUT. TYP. o SIMPSON FULL HEIGHT ARCHITECTURAL DRAWINGS OR (�A OR POST. (TYP.) FUL HEIGHT MINIMUM 2 PLY I LTT20B THREADED ROD (2)H2.5T (2)H2.5T CONTACT THE E.Q.R. FULL HEIGHT - --a -- ROD INSTALLATION: AT ALL PLATE PENETRATIONS, ROD STUD I .... Y2" THREADED ROD -1 WITHIN 6" OF MINIMUM MINIMUM THREADED ROD -__ PROVIDE A HOLE IN THE PLATE 9" LARGER THAN THE 2 PLY ( ° ' I EPDXIED 4" MIN OR } . GIRDER SEE PLAN FLAN NAME �' DIAMETER OF THE THREADED ROD USED. WHILE TURN TITEN HD AT 2ND STORY THREADED I I a __ ( ) 2 PLY AT 2ND STORY SEE PLAN ELEVATION STUD I Y2x6 TITEN HD I STUD STUDS PROVIDE SAN TROPEZ - CARIBBEAN SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER COUPLER TIGHT STUDS PROVIDE ROD EPDXIED II �1 O (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES AGAINST PLATE 1 CS18 STRAPS I 1 7.5" MIN 10° ° I;' Y2 THREADED ROD 2 CS18 STRAPS I I Y2xfi TITEN HD (FLOOR TO STUDS DESIGN/DRAWN/CI{ECKED STEEL COUPLER WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE AT BASE OF STUDS I I I EPDXIED 4 MIN OR AT BASE OF FLOOR) (OPTIONAL, LOCATE FULL HT. SIMPSON TITEN HD ROD COUPLER I I " CS o KE /LAP - � ! ROD SHALL BE INSTALLED APPROXIMATELY CENTERED (FLOOR TO FLOOR) I i I� MINIMUM ANCHOR - IN HOLE. RODS MAY BE SLANTED FROM TRUE AS NEEDED) I_ s�" RODS - THD37634RC 3 "x6%" AT SILL PLATE AT TOP PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO (� ) I' I 2 PLY HOLD DOWN SEE PLA AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. ®ATE THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SIMPSON DTT2Z STUD %' ROD = DTT2Z 02.15.17 SECURED OVER THE WASHER TO A SNUG-TIGHT _ " 5/8" ROD = HTT5 FLOOR FALL HEIGHT ANCHOR INSTALLATION CHART CONDITION PLUS ONE-HALF TURN OF A STANDARD SDS SCREWS HTT5 BUILT-UP POST, BUILT-UP POST, SCALE FRAMING WRENCH (APPROXIMATELY 30 FT.-LBS. OF TORQUE). THREADED A C DO E F DUE TO SHRINKAGE AND COMPRESSION OF BUILDING SEE PLAN. SEE PLAN. AS NOTED FULL HEIGHT ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CONTRACTORS SHALL RE-1IGHTM NUT TO 30 1 LOA THREADED ROD FOUNDATION, HOLE HOLE SPEC. DEPTH DISTANCE FT.-LBS. OF TORQUE AFTER ALL TRADES ARE LFA No. SEE PLAN PER PLAN. 3/8 14"o '/a"o 2x2x'/8" 4" 4" 2" 3" �E AND PRIOR TO INSULATION. TOLL-16-01060 EMBEDMENT 5/8 3/4'r� 3/4" 3x3x'/4" 7.5" 12" 2Y2" 3" EPDX r'-ANCHORING: ALL THREADED RODS SHALL BE HTT5 or HDU5 QTT2Z T208 OPTION 1 OPTION 2 CONTROL No. DRILL(t) & EPDXY ANCHORED. SEE INSTALLATION ALTERNATE FOR ALTERNATE FOR DEPTH QE MONO STEM MONO STEM CHARM FOR EMBEDMENT AND EDGE DISTANCE 3 ss 5 '= FULL HEIGHT TR CONVENTIONAL 45$2 FULL HEIGHT ANCHOR REQUIREMENTS FULL HEIGHT ROD /8 FULL HEIGHT ROD SHEET WALL SECTION THREADED ROD INSTALLATION CHART �r`g" ULL HEIGHT ROD ALTERNATE 12 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM 13 AT AC rl4-s\ FULL HEIGHT THREADED ROD 15 HOLD DOWN ATTACHMENT DETAIL WHEN 16 GIRDER / BEAM STRAPPINGSoo] 50.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN So,1 So.1 ALTERNATE S0.1 OTED S0.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLA*1 SHEET 2 OF 9 i I 'I OVERLAP SIDEWALL TOP PLATE H 2.5T TOP & BOTTOM 0 ALWAYS PLACE 32" O.C. CRIPP E HEADER AT STUD TOP OF ROUGH ROOF SHEATHING PER OPENING CONSTRUCTION SPEC's a 5/,,"0 THREADED ROD GARAGE HEADER, w. • ' — w/3x3x'/4" PLATE SEE PLAN ROOF TRUSS T.R. Lj (ONE IN SIDE 1�� 1/2"x10" S.S LAG BOLT Lou Pontivo and . . . . . 2 Associates, Inc. WALL) MAX : : : . . SDWC15600 : �I EXTEND HEADER TO UPLIFT ATTACHMENT NON—STRUCTURAL SPLICE 2x6 x 4'-6" P.T. SYP NO.2 420 Osceola Avenue FAR SIDE OF WALL W66 0FH GARAGE HEADER, PER PLAN WOOD BEAM PER EXPOSED RAFTER TAIL TO EACH ROOF Jax. Beach, Florida 32250 (2)2x6 (2)2x6 SPF#2/ AS SHOWN. SEE PLAN ARCH TRUSS ® 24 O.C. Ph. 242-0908 Fax. 241-9557 JACKS k FASTEN POST 0 AND 1 • '— '— " PIECE OF WALL ` GARAGE HEADE (2}2x6 POSBRACKET FL: CA# 8344 SC:C.A# 3579 ( ) 4 Ox4 O T AT EA. iKING. SHEATING INSTALL AT UPPER T5 w/ w/ (3}MSTA24 CORNER 1" BELOW GARAGE HEADER DETAIL A 8» THREADED ROD (2)SDWC15600 ON EXTERIOR STUD TRIMED AS 3, gyp.. ( EPDXIED 12 4x4 HORIZONTAL LEG PRE—ENGINEERED 1..' u SHOWN) _ 13 10d TOENAILS � 2x SPF BLOCKING WOOD ROOF TRUSSES. � � 4;+�ti4a►'Eaas�aaaaFeraei,� .. . S EACH SIDE %"x8" LAG SCREW 12d COMMON RIPPED TO FIT r�''Prri �.. . FASTEN SHEATING TO HEADER w/ 8d COMMON Q$ GALV. BOX NAIL PACK SOLID RECESSED WIRE NAILS �� WITH GAP SHOWN >. �R�w 1mai` m�"• '"� '*✓ HTT5 w/ IN 3" GRID PATTERN AS SHOWN AND 3 O.0 IN ALL FRAMING �� y / � `+~ `�+✓ r$�w`� � THREADED ROD (STUDS, BLOCKING & SILLS) TYP. w/LUMBER 6x6 SYP#2 OST. FASTEN POST 4x4 DIAGONAL D' STAGGERED EPDXIED 12 TO FOUNDA ION WITH SIMPSON ALL EXPOSED METAL � SOFFIT, SEE .� ;` � N ARCH. ; n DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS ABU66 & 5/ "0 THREADED ROD CONNECTORS AND %"x8" LAG SCREW M „ FASTENERS SHALL d No. 1 p -+ EPDXIED 8 IN. QE TAINLESS STEEL RECESSED e s m • m a I.. . >. .o'. DOUBLE-//f4 -*y 'e STAT 5/8 b THREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN THICKENED SLAB EDGE AT I 2x6 VERTICAL STUDS) DRILLED AND EPDXIED w/ 12" EMBEDMENT & 3x3x'/4" WASHER. GARAGE OPENING. 1x4 P.T. SYP TOP PLATE 1 —4 FASCIA '�' _ 4 OR i s Awe "'MMM,e�,y`R CV SHEATHING MAY / AV'r� fit L. pa TERMINATE AT Raaaas�a TOP OF DBL. C h r i s t o her Sabourin PE TOP PLATE. P I � NON-STRUCTURAL BRACKET CONNECTION FL PE#71461 DETAIL, REFER TO DETAIL 3/A5.2.81 ON RAFTER TAIL DETAIL rFvlsIONS DATE MN 1 GARAGE PORTAL WING WALL 2 GARAGE CENTER WALL FRAMIN 3 ARCHITCETURAL DRAWINGS 4 0TE0 SO.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN 50.2 SCALE: 3/4" = 1'—O" SO.2 SCALE: 3/4" = 1'—O" SO.2 SCALE: 3/4" = 1'-0" I K�RBC STUD TO TOP PLATE: L SDWC15600 SCREW. ALTERATION CONTRACTOR SHALL CONTACT LOU it ' PONTIGO 8 ASSOCIATES PRIOR.TO MAKING ANY STRUCTURAL FIELD STUD TO TOP PLATE: SDWC15600 SCREW. FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY ® 32" O.C. FIELD ALTERNATIONS MADE PRIOR TO STUD TO TOP PLATE: � BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN STUD TO TOP PLA TE: SDWC15603 SCREW.—` ADDITIONAL ENGINEERING OR SDWC15600 SCREW. 0 32" O.C. INSPECTION FEES. 0 32" O.C. STUDS TO TOP PLATE STUD TO BOT PLATE: BOT PLATE O TRUSS SDWC15600 SCREW. Y4`°x4 C LA G SCREW 0 32" O.C. HEADER TO JACK STUD: WITH ROUN WASHER AT EACH FLO R TRUSS 1—MSTA24 4<BOT PLATE TO FRAMING y BOT PLATE TO FRAMING BELOW CS180 32" O.C. BELOW CS18�i 32°° O.C. STUD TO BOT PLATE: BOT PLATE TO TRUSS TRUSSES PERPENDICULAR TO WALL ABOVE SDWC15600 SCREW. W Y4"x4X" LAG SCREW 0 32" O.C. WITH ROUNDWASHER AT EACH FLOR TRUSS ------- - LLJ W l TRUSS OR BEAM PARALLEL TO WALL ABOVE0 WHEN 5 WALL STRAPPING DETAIL MEN 6 WALL STRAPPING DETAIL 7 WALL STRAPPING DETAIL LL] OTED 50. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN a0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN OTED S® THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN UJ 0 Vn Z 00 V I MISC F RAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME SAN TROPEZ — CARIBBEAN DESIGN/DRAWN/CHECKED CS / KE `LAP DATE 02.15.17 I SCALE AS NOTED LPA No. TOLL-16-01060 CONTROL No. 4582 � SHEET %."E COPY S002 SHEET 3 OF 9 55,_x„ 23P-4„ 31 )-8)) SYMBOLS LEGEND ~ 8" Fir 18 -6" 11 ,-2,> ----- DESIGNATES FOOTING LINE 8,) - DESIGNATES SAWCUT LINE INTERIOR LOAD BEARING WALL 00 - - - - - - - - - - - - - - - - 0 DESIGNATES SLAB RECESS Lou Pontigo and Associates, Inc. ! 10 I 420 Osceola Avenue )ax. Beach, Florida 32250 I S1.01 ri0 I I Ph. 242-0908 Fax. 241-9557 10 PAVERS S1.01 I I o FL: CA# 8344 SC:CA# 3579 S1.01 BY OTH-RS I I Il o ! ! ISOLATED FOOTING i 1r-9 SEE DETAIL 11/S1.01 I ! 0§1! R P ,IQ0011 I 0#�9l1tiil tfilrltPld? 51.01 I # ' z'`'°, a ♦ s S1,01 t t 4 ■ R t. -9 TAT w N MONO FOOTING TO t� � •., ,,. , ! STEM WALL w/ 2-#5x30" 0 If I » !'wsPr�r ��® ■P,■■■•' ®��♦oma+yes N ! I DOWELS EPDXIED 6 MIN. I 4 ✓',�i'f � A L 1i11 ° 111 ` S1.01 I Christopher J Sabourin PE ! ! ! I 4" CONCRETE SLAB w/ ! w1: F L P E#714 61 ! I 1 ! Q ! o I FIBERMESH @ 1.5 L S/CU.YD. ! . OF CONCRETE OR 6 '6 W1.4xW1.4 °' REVISIONS DATE � I I 51.01 WWF ON EMIL VAPOR BARRIER ! ! IN PREPARED GRAD \ ! I I . 13>-5„ I 'I I 6 f PROVIDE SAW CUTS PER 5 S1.01 BUILDER T � ......_�., - - - - - - - - ! / E FIELD ALTERATION COORDINATE WITH FINISH I I I O I °v CONTRACTOR SHALL CONTACT LOU -- - _ ,� ! FLOOR MATERIAL. 1 I �``,. 1 .._ �_ - _� _ .�c I_ ( PONTIGO&ASSOCIATES PRIOR TO MODKFNCATIONS WHCHG ANY UMAY VARY L FIELD 51.01 I ! ! I _.- I I FROM THE INTENT OF THE ORIGINAL F .O CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO& ASSOCIATES MAY RESULT IN I ,> ADDITIONAL ENGINEERING OR K ,,��.--'"""._°"-..•. `''. ,j, 6 , ,) s , INSPECTION FEES. 7B 11 -9 I . . S1.01 _ I �, I 0 _ _� I III �- 1 5 -g 4 -8 3 6 -� 9 -11 .. © L_ ! I 51.01 I 1 Iz ® la I `V CD I I I - I I - - � LO L_ - - - i - - - - - F3,5 ! y< I i Ljj 51.01 Uj I STAIRS BY BUILDER I 12'-3 x 4 Ix -.j S 1.01 r SAwCU T - - ! s1.01 ! v S1.01 I I LLJ ! Q ! : I . _,. g I I I Ln I I l I ,� s1.o1 3 - ! �-- 3 3 F3.0 S1.01 c� _._. .w. �N _ i MONO FOOTING TO �) S1.01 51.01 - I STEM WALL w 2- 5x30 I a �- F, > >, / / #„ 12 -4 I DOWELS EPDXIED 6 MIN. 813 S1.Di 813 F3.0 �` �._._ I � �� F2.5 F2.5 I x1.01 s1.a1 - - - � � r- - -! 1 r- - - - - - - - � I x O a r _# { �1744-T-J- 11% I F2.5 co O '.M..e. - \\ _ STAIRS BY 1 -4 1 -4 a BUILDER 1 ,_4„ ,) 14 4 .1 ----11 '-6" 1 '-6" , ,> 1 '-6" , >, FOUNDATION 29)-6 14 -6 11 -0 /55)-®„ PLAN 16x16 PILASTER BUILT INTEGRALLY w/STEMWALL. T/PILASTER - F.F.E. DO NOT SCALE DIMENSIONS FROM REINFORCE w/1 -#4 AT EACH THESE DRAWINGS..IF A DIMENSION IS UNCLEAR REFER TO THE CORNER (3 PLACES). ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. FOOTING SCHEDULE AND NOTES FOUNDATION PLAN PLAN NAGE SAN TROPEZ - CARIBBEAN 1 -0 /-+ DESIGN/DRAWN/CHECKED SCALE. 1/off a >a TYPE LENGTH WIDTH DEPTH BOTTOM BARS CS / KE /LAP F2.0 2)-Opt 2P-091 1 P-089 3-#5 EA. WAY BOT. DATE F2.5 2P-6'P 2P-61P 1 P-090 3-#5 EA. WAY BOT. 02.15.17 F3.0 3°-®'° 3P-099 1 P-099 3-#5 EA. WAY BBT. SCALE F3.5 30 -6Pf 3P-6B9 1 P-Opp 4-#5 EA. WAY BOT. AS NOTED F4.0 4'-08P 4'-BPP 1P-009 4-#5 EA. WAY BBT. � LPA NO, F4.5 4'-699 4*-6a' 1 P-O" 4-#5 EA. WAY BOT. TOLL-16®01060 1. THIS FOUNDATION 'PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE CONTROL Nc�, FOUNDATION, FOR GENERA>,L FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR 4 2 REFERENCE ONLY. SHEET 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES, 1 SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 959 MODIFIED S160 F4 �7 � SHEET 4 OF 9 PROCTOR IN ACCORDANCE WITH A . i i I I I I TYPICAL WALL FRAMING AND TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING ANCHORAGE PER PER CONSTRUCTION SPECS. AND ANCHORAGE PER CONSTRUCTION SPECS. L P (1)#5 CONTINUOUS, PROVIDE CONSTRUCTION SPECS. r�__ r CORNER BARS (TYPICAL) A- AT WALLS GREATER THEN 12" HOOK INTO SLAB. 1 —#5 CONT., PROVIDE SOLE PLATE ANCHOR, 4'-0" HIGH, NOTIFY E.O.R. SEE 7B/S1.01 8" CMU OPEN BOTTOM LINTEL_ SEE 3/SO.O Lou P on t i go a n d FOR TEMPORARY BRACING MONO SLAB FOOTING AT PORCHES, CORNER BARS (TYP.) BLOCK w/ 1—#5 CONTINUOUS Associates, Inc. WHEN SPECIFIED ON PLAN. /,,-'' ,, LAYOUT PLAN AND SEE ARCH PLAN PERMANENT LATERAL 420 Osceola Avenue SUPPORT DETAIL. SLAB ON GRADE, 51" _ „xp SLAB ON Jax. Beach, Florida 32250 S SEE PLAN. • 2 i ' — r GRADE, Ph. 242-0908 Fax. 241-9557 ,. FL: CA# 8344 SC:CA#3579 ; — r ' , SEE PLAN. GRADE OR CONC. _,-'\ \ ' SLAB, SEE PLAN. ....._ \ -` #4 DOWEL TO MATCH VERT. -°' \`� - \ SHOWER PAN SLO ES TO DRAIN, SEE ARCH " 4 VERTICAL DOWELS @ 24 0.C. '' •*'* "' ''_. STEMWALL SCHEDULE STEMWALL REINFORCING (SEE \, ',,,� SLAB ON # - 90 BEND INTO FTG. a N " -'' \ PLAN. MAINTAIN MIN. SLAB THICKNESS. GRADE _ V � . '.•` �'" °• '<. SCHEDULE) w/ 6 HOOK INTO z \ M \�,e',\, SEE PLANUj ° CMU REINFORCING '�`#�' F < TING. LAP VERT REINFORCING 00 — \ 1-1-, ` N°' COURSES -y' �. �\ F0,0 \-' ' r \.- ° \ a, \\ °, Qf 25 IF STEMWALL IS GREATER ,- `\ Q o 1 TO 6 #4 VERT. @ 48 O.C. •. � • \\ \ \4{ W = STe�7' o THAN (3) COURSES. TO 10 4 VERT. @ 24 O.C. ,. °\\ 7 # •- ,-- ,�, STEMWALL, SEE 1 /S1 .01 • `:s CONTINUOUS CONCRETE :, •° R rO U �B 4mrt�ra+•• t� CI 11 TO 12 4 VERT. @ 8"O.C, CONT. CONCRETE FOOTING \ :. • -� a> FOOTING • •��` # \\` 3 CLEAR `1 �121IAL f' ,,•`" STEMWALLS OVER 6 COURSES TO 8"d x 16 w 1—STORY, w/(2)#5 CONT. -. ,;k,£ \\r�- TYP �� ' HAVE TRUSS TYPE HORIZ. JOINT �bw REINF. BETWEEN EVERY OTHER 10"d x 20"w 2—STORY, w/(3}#4 OR (2).#5 CONT. Christopher J S a U o u ri n PE 10"x20" F L P E#71 4 61 COURSE. FILL CELLS SOLID. w/ 2--#5 CONT. REVISIONS DATE 1 STEMWALL FOOTING 2 FOOTING / SHOWER RECESS 3 GARAGE STEM WALK �01 SCALE: 3/4" = 1'-0" 51.01 (IF REQUIRED) S1.01 (IF REQUIRED) TYPICAL WALL FRAMING AND ANCHORAGE —' PER CONSTRUCTION SPECS. FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD (1 5 CONTINUOUS, PROVIDE MODIFICATIONS WHICH MAY VARY \. )7T CORNER BARS TYPICAL __4 FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY STEP SEE °� FIELD ALTERNATIONS MADE PRIOR TO 12 HOOK INTO SLAB. —_._ ARCH. BEING APPROVED BY LOU PONTIGO& d ASSOCIATES MAY RESULT IN �/ ADDITIONAL ENGINEERING OR (4" MAX.) EQUAL TO SLAB INSPECTION FEES. THICKNESS. SLAB ON GRADE, 7B @ SLAB RECESS SEE PLAN. � — BRICK VENEER IS ACCEPTABLE WITHOUT WALL FRAMINGFOOTING •� WALL FRAMING SIZE. 8" CMU STEM WALL W/ 1 DEEP SAWCUT w/ LAB ON GRADE, #4 VERTICAL DOWELS @ 24 0.C. SLAB ON ELASTOMERIC SEALANT /SEE PLAN 2—#5 CONT, INTO TG. __ _ STEP, SEE ARCH. PLAN. N BEND 0 F _. a GRADE— _w_- _ a_e �� SLAB 0 — _ w SEE PLAN SLAB ON 0 �.. � � GRADE, Uj —.—— _ _.. _.e __ __ GRADE, _ , LAN Go NOTES: ., � �, - SEE PLAN, ,= _J I 1) PROVIDE SAWCUTS T CREATE M ., ,/\ A , ,� co CONTINUOUS CONCRETE • APPROXIMATE 12' X 2' MAX. SQ. __ FOOTING a, 2) SAWCUT CONC. SLAB WITHIN 4 TO 3 CLEAR 12 HOURS OF CONC. PLACEMENT. " „ 3" OPTIONAL 8 x1fi TYP 2" FLAIR 1 —STORY, w/(2)#5 CONT. 1—STORY, w/(2)#5 CONT. 10"x20" 8'x2o 2—STORY, w/(2)#5 CONT. 8"x16" 8"x2o" 2—STORY, w/(2)#5 CONT. L••L w/ 2—#5 CONT, W 4 STEM WALL. AT GARAGE 5 SAW CUT DETAIL e BEARING AT INTERIOR 7 MONO. FOOTING AT STEP-DOWN OO as a as 51,01 SCALE: 3/4 = l'-O" S1 .01 S1 .01 51.01 TYPICAL WALL FRAMING AND ANCHORAGE PER o Ln Z MATCH DOOR 3�4 TYPICAL WALL FRAMING CONSTRUCTION SPECS. TYPICAL MONO— WITH, SEE ARCH. RECESS AND ANCHORAGE PER PAVER BY FOOTING NOTES, SLAB ON CONSTRUCTION SPECS. OTHERS SEE DETAIL 9/S1.01. BOND BEA w/1—#5 GRADE, SEE PLAN, SLAB ON PAVING _ -- '- ` BY BUILDER Q `\ 8" MASONRY GRADE, 12"x12" 1 5 CONT. SLAB ON v ,,•-` STEM WALL w/ SEE PLAN. ti �e �? DETAIL 8B � • �---.�-- ,�� . � GRADE ..� �\I`; �` .� E.J. ,� ; ; SEE PLAN GRADE OR CONC. N - �� /� :- \-� \ �� MATERIAL — � \\ SLAB, SEE PLAN. ,�' ,,.--\ SLAB ON z a 00 —I 1 �, '; , -' / \\�� \ \� w ' ` ALT. FOOTING AT \� cn - GRADE 4 , :�� . SEE PL Q _ --' . \ _ .'` .,-'` BUILDERS DISCRETION. / \ ;11,/" ALT. FOOTING T ;\ a C14MISIC °'� ' \``�`"�°� BUILDERS DISC ETION. ~` � • / .• THICKENED EDGE $a,x$„ as ��',` • . 4 FRAMING w/ 1 —#5 CONT, DETAIL 8A #3 @ 48 O.C. OR .. 3—#4 HOOKED \ \ - ROD CHAIRS (TYP.) (2)#5 CONT. \- \ 244 as � \,l�l DETAILS VERTICALS 8 0.C. 12 1—STORY, w/(2)#4 CONT. 2" THICK x 20" WID as ISOLATED FOOTING, REINFORCING, 16 2—STORY, w/(2)#5 CONT, SEE PLAN SEE SCHEDULE. 8 THICKENED SLAB g MONOLITHIC EDGE FOOTINGr7o-� PORC STEM WALL 11 ISOLATED FOOTING UNDER MONOLITHIC EDGE HE NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS — UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR 51.01 S1.0� SCALE: 3/4'a = 1a_01a �.O �-o SCALE: 3/4" = 1'—O" CONTACT THEE-O.R. PLAN NAME I I SAN TROPEZ — CARIBBEAN DESIGN/DRAWN/CHECKED CS / KE /LAP I DATE 02.15.17 SCALE AS NOTED LPA No. TOLL-16-01060 CONTROL No. j 4582 SHEET VO - �, � 4 . ' S1001 ///— SHEET 5 of 9 SYMBOLS LEGEND Ma ._ DESIGNATES SHEARWALL. THF HIDDEN LINE DESIGNATES SIDE OF WALL THE --SW 3 6 SHEARWALL SHEATHING TO Bt- APPLIED. 8d @ j DESIGNATES 8d COMMONS 0 3" O.C. EDGE & 6" O.C. "IN THE 6x6 P.T. SYP#2 POST FIELD" DESIGNATES THE HEADER SIZE, NUMBER VA W/ABU66, SEE DETAIL (2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED _ (2)1.75x11.875 2.0E LVL ( ) 2/S0.1. (TYPICAL), 2 2X1 2 FOR SUPPORT HEADER. d Lou Pontigo and i. _.1 -------- BEAM OR TRUSS, SEE PLAN Associates, Inc. ANCHOR LEGEND 420 Osceola Avenue Jax. Beach, Florida 32250 Na" A307 DIAMETER FULL HEIGHT Ph. 242-0908 Fax. 241-9557 X THREADED ROD, SEE DETAIL 12/SO.1 FL: CA# 8344 SC:CA# 3579 X N " A307 DIAMETER FULL HEIGHT X5 THREADED ROD, SEE DETAIL 12/SO.1 I I " �r,�,�Z4i4�a141�lrt urrr'c►tt,�f� SW 3"/6" SW 319/6" I A307 DIAMETER THREADED4;'� 11 Y ROD TERMINATES AT FIRST FLOOR.41 j ' '"✓r, �-' il SEE DETAIL 3/SO.1 FOR TOP PLATE, SEE DETAIL 12/SO.1 .�`* ,�+"`* /V' 2 2x6-1 1 (2)2x6-1/1 C(2)1.75x9.25 2.0E LVL-2/ (3)2x10-1/2 _- w BEAM CONNECTION. (TYP.). " A307 DIAMETER THREADED = ,.'`� * ter / _�: v ROD TERMINATES AT FIRST FL04R m No. N _ „ .. - - TOP PLATE, SEE DETAIL 12 S0.1 - �' STRAP HEADER (3)2x6 _ p STRAP HEADER SIMPSON HTT5 SEE DETAIL 15/S0.1 .�! T`� v EACH END SPF#2 # I PER DETAIL i �.tr, '� ''°��O IR! '• ,�`'�` 4ensew` 4 w/ 2 MSTA24. POST. I 7/S0.1. X ' � ` °` SIMPSON DTT2Z SEE DETAILI5/S0.1 �ISPlf� 1V A,t V) Christopher J Sabourin PE r' U SIMPSON LTT20B SEE DETAILI5/Sa.1 FL P E#714 61 ' I I O % I N I 12" LONG LIGHT GAUGE STRAP REVISIONSIdB DATE I LSTA12 FASTEN TO TOP PLATE AND STUD LL_ Cq ✓ WITH 5-10d COMMONS I , Ld WALL STUD SCHEDULE > N O I __- - PLATE STUD SIZE N m I _ w_1 LOCATION HEIGHT & SPACING (4 2x4 Q � (3)2X4 "�' � EXTERIOR 9'-1" 2x4 SPF#2 @ 16" O.G. 2)2x6 ter- MAX ( SPF#2 f I �_._. _ EXTERIOR SPF# 1 SPF#2 (4)2x4 IE _ I P 0 S T. I POST. # I _._ I w a'-1 2x6 SPF#2 16" O.C. POST. SPF#2 �.._. MAX 2x4 SPF#2 0 12" O.C. _ - _ POST. 2 I I I EXTERIOR 10-1 TO 2x6 SPF#2 @ 16" O.C. TRUSS T27 ABOVEC(2)2x8-1/ 14'-0" FIELD ALTERATION f I I - 1 w 1D'-D" CONTRACTOR SHALL CONTACT LOU I cfl INTERIOR MAX 2x4 SPF#2 0 16" O.C. (2)2x6-1/1 LLi;. (2)2x 1/ - PONTIGO E ASSOCIATES PRIOR TO MAKING ANY y� � MAX 2x4 SPF#2 0 12" O.C. > r INTERIOR 12'-0" 2x6 SPF#2 C� 16` O.C. 9r MODIFICATIONS WHICH MAYFIELD VARY (p !r' I FROM THE INTENT OF THE ORIGINAL X m 51<1JD NATES CONSTRUCTION DOCUMENTS.ANY N I I Q I I FIELD ALTERNATIONS MADE PRIOR TO N ,, W, I V) 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE BEING APPROVED BY LOU PONTiGO 8 �✓ _ > I I ASSOCIATES MAY RESULT IN B 0 0 - 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. ADDITIONAL ENGINEERING OR I 0 CONTRACTOR MAY INCREASE STUD SIZE TO MEET INSPECTION FEES. 881 Q �-- W µ � j. ARCHITECTURAL REQUIREMENTS. I �,._._ _.�_ 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN N I e ' YELLOW PINE. r 4.} USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. -�-- FASTEN TOP OF WALL E17-o �11_._ - �- �- ce `~ {4 � 2)2X6 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS I IPER DETAIL 6/S0.1. z I ° SPF -F-#,2.- - / TO CONCRETE SLAB w/16d MASONRY CUT NAILS @ 16" O.C. I- MINIMUM. SEE 3/SOA FOR ADDITIONAL ANCHORS AT C� `j P OSS -- OST - SHEARWALLS N Id r \71 - �' o 2 i I 2x6 COMBINED USE PANEL NOTES (2) ,' (3)2x6 PF 2 ° `, SPF# SPF#2 # '-' rN SW 3"/6" 1. EXTERIOR WALL SHEATHING SHALL BE Uj POST. -_- OST. I CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST W _ POST• „ I OSB WALL TOP PLATE. SEE DETAIL 1/S0.1 FOR SHEATHING _ ! _ I SHEATHING. SPLICE LOCATIONS FOR MULTI STORY CONDITIONS Ij -------- ------ N C] _ t �f ff C 2xb-1 � �n SW (Ar 0I 2. SEE SHEET SO.O FOR WALL SHEATHING J II .I p ] N SPECIFICATIONS. J OSB WALL W OSB WALL J IL w 3. UPPER MOST TOP PLATE SUPPORTING ROOF Uj A=_ 1 SHEATHING' I S EATH`I`NG` o I MEMBERS SHALL BE STRAPPED AS SHOWN IN H I o0 N STRAP HEADER N DETAIL 1/SO.O EACH END w 4. INSTALL SOLE PLATE ANCHORS PER DETAIL I - x I _ . w 2 M STA24. > 3 SO.O m0 CL GENERAL NOTES 100 I I r � ? W BRACE TOP I 1. SEE DETAIL 2/SO.0 FOR WALL FRAMING DETAIL. W ,Ew_.,OF WALL PER SEE WALL STUD SCHEDULE THIS SHEET FOR STUD > I Cn SIZES AND SPACING. AT GIRDERS AND BEAMS, V ! m I .._ 1/S0.1, SIM. - - - " ---- - - PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER Q oY PLIES. � ` _ _- - � I ' 2. SEE SHEET S0.0 FOR ROOF AND FLOOR " STRAP HEADER I - SHEATHING SPECIFICATIONS. �r ^� Y EACH END w/ 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE U7 ' Uj I =m- SEE 3/S®.1 FOR BEAM I I (2)MSTA24. I PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES - 0 TOGETHER PER DETAIL 6/SO.0 0 Ln � I s �� ... w CONN. (TYPICAL) 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 2x8 SPF#2 @ 12" O.C. I 3/sa.O -- i FULL HEIGHT -WALL. 00 I 7 � � cv 5. AT SHEARWALLS, PROVIDE DIAPHRAGM 6X6 POST W ABU66. 3 2X6 _- . -- .I € ! ATTACHMENT PER DETAIL 5/50.1 / { � STRAP _ .. IL L-_-..... .-. I. N HEADER PER ,, _.._..__w p I 1 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT {3)2x6 SEE DETAIL 2/SO.2. SEE DETAIL POSSPFT. / 2 2x6-1 1SHEATH CONTINUOUS SEE 5A/S0.1 I DETAIL 7 S0.1. O / E(2)2X8-1/3DE PRIOR TO FRAMING TERMINATE BETWEEN TRUSSES, 0 SPF# 1 /S0.2 - __ ' TRUSS T6�6 ABOVE - - _ - �._..�-_.W 4 �---_ - ---- I BUMP OUT. 7. AT PORCHES, SEE DETAIL 2/S0.1 FOR FRAMING POST. - _ - AND HOLD DOWNS C(2)2xl2-2/2 ((2)2x12-2/2C(3)2x12=1/2 3 x8-1 2 (2)2x10 O / owl _ _ �." _ _ _ _.ry .__., _ CS18 STRAPPING DETAIL - - - ' 1 , H U C21 0-2 ,. _-_- _ - - - -_- L_:. ,I. CS18 STRAP w/ 10" SEE DETAIL I a I ! 22X1 0 -° r END LENGTH. FASTEN H AN GER ;_ h- --- "µ ..._� ' THIS END w/ 9-10d. 1/SO.2 _ ._ -- SW 3"/6" o ST AP HEADER PER w BOX COLUMN, SEE BOX COLUMN, SEE WALL FRAMING ,� ca DETAIL 7/S0.2. DETAIL 7/SO.2. NON-STRUCTURAL DE AIS 7/S0.1 a� FIRST FLOOR NON-STRUCTURAL GARAGE PORTAL FRAME, BRACKET AND - y---_---� BRACKET AND SEE DETAIL 2/SO.2. (2)2x10 CENTERED ON TRELLIS BY BUILDER. --- - FRAMING TRELLIS BY BUILDER. BOX COLUMN w/HTS16 Q EACH SUPPORT. IN NAILS REQUIRED PLAN FLOOR a IN CLEAR SPAN TRUSSES- SHEARWALL RUSSESSHEAR ALL NOTE: SW: 3 6 OR JOIST. WALL FRAMING SW: 6 DESIGNATES SHEARWALL g� W / q� J DO NOT SCALE DIMENSIONS FROM NAILING - 8d 3" EDGE AND 6" "FIELD" I' CS18 STRAP w/ 10" THESE DRAWINGS.IF A DIMENSION IS END LENGTH. FASTEN UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR SOLE PLATE ANCHORS - SEE SCHEDULE ON THIS END w/ 0-1Od, CONTACT THE E.O.R. ON D TAIL 3/50.0 FIRST FLOOR FRAMING PLAN (SAN PLAN NAME TROPEZ - CARIBBEAN SCALE: 1/4" = 1'-0" DESIGN/DRAWN/CHECKED SOL PLATE ANCHOR SPACING SCHD CS / KE /LAP ALL EXTERIOR WALL 42" O.C. DATE UNLESS OTHER NOTED 02.15.17 SHEARWALLS SCALE (SW d@3"/6") 24 O.C. AS NOTED LPA No. 50-� PLT 0 WHEN NOTED ON PLAN TOLL-16-01060 SEE NOTE 2 CONTROL No. 1. INSTALL SOLE PLATE ANCHORS PER DETAIL 4582 3 0.0 SHEET 2. ANCHOR SPACING SHALL BE AS NOTED. FOR EXAMPLE - SOLE PLT @ 36" = 36" OFFICE ON CENTER SPACING S101 SHEET 6 OF 9 SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. PORCH SHEATHING AT RAFTER TAILS, SEE FRAMING PLAN NOTES: BOTTOM CHORD OF 2 DETAIL 4/S0.2 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. TRUSS SEE 2/S0.1. S®•1 (TYP.). 3, FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.0. 4. WHEN USING (2)H2.5T CLIPS ON V/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. ,.. . . . ._ ...._,_ . ..,. .�_.. �.�_.. W.. LOU Pon a n d �. _ t1�O ` . r r f C4 TE Cf? `� d § TRUSS ASSOCtclteS, IIIC. Frri D77 I FASTENING DETAILS 420 Jax. beach, FloOsceola venue ,r f, a 32250 V/ 2 Ph. 242-0908 Fax. 241-9557 ' FL:CA# 8344 SC:CA#3579 (2)HTS16 ,�; a ,XI'I�Allllj, HTS16 4 SHE TH UPPER WALL ;. lfiffltet8 s ' ' I TH R LOWER ROOF TO8,�,. .r d !f s/ ai►� 41i So.2 / 1 ST EVEL BOTTOM PLATE. F`'rx e ,�,. ..� E * ' , 1 `, + f,.. i .f ,i ,,. ,. �„ . a.r° ; ► r sem+.r'+ . ' 'Y {y '>�,f �-I SOA `Kc�;, F 0 1 ..__. 2r'—,'"... •�.,, J_, /„ ! o, ✓' ." s. ' ✓" °" ''',r' r .c .. 'd ' ' r,'"T _'`--_ e m t, o � N N; -:--.� (V � M M C) pr® TAT - = ' p O • H �' F03 THD46 {2}HTS16 ~ _ �_ ;-J,�� ♦+s--�`; T34 f- T04 R! , F03 THD '✓`�'�o ��L.�+ ,.yt`�`w~ N STUD DIRECTLY TOP PLATE TO �l`�0`Jr,ill tt�+�e 00% T33 o 00111111 F03 T BELOW TRUSS SDWC15600 STUD SDWC15600 JU2IZ L0 THD46 Christopher J Sabourin PE oIn `� FL PE#71461 U 2x6 BLOCKING BELOW =o F03 T06 0 o WALL. FASTEN EA END W/ 0 a TRUSS TIE DOWN WITH SIMPSON SD --- THD46 REVISIONS DATE RAFTER TAILS, SEE 1— � (4)10d TOE—NAILS (TYP.) ' " F03 1Z. T® Rafter to Top Plate shown DETAIL 4/50.2 (TYF'.), cin � THD46 S1,3 Truss to Top Plate similar D � LTJ 1W- Q F03 y_EJ:4 Optimal 22/2' J � � THD46 � � - r Floor Truss Connector List Roof Truss Connector List 1°' HTS16 (2)HTS16 F03 EJO " (2)HTS16 THD46 _. Manuf Product Qty Manuf Product Qty 30• ; F03 USP MSH422 1 USP JUS24 15 FIELD ALTERATION I USP THD26 9 THD46 I t USP THD46 2 CONTRACTOR SHALL CONTACT LOU STUD DIRECTLY PONTIGO Et ASSOCIATES PRIOR TO _ I t JU824 j MAKING ANY STRUCTURAL FIELD OSB BLOCKING F03 BELOW TRUSS MODIFICATIONS WHICH MAY VARY , I JUS24 EJ0 USP THD26-2 1 � Max PER DETAIL FROM THE INTENT OF THE ORIGINAL 3 I USP THDH26-3 1 THD46 CONSTRUCTION DOCUMENTS.ANY �, 5E/S0.1 FO BEING APPROVED BY LOU PONTIGO E FIELD ALTERNATIONS MADE PRIOR TO JUS24 SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR W THD46 E INSPECTION FEES. t STUD SDWC15600 ° ` I TRUSS ROOF RAFTER NOTES: STRAPPING NOTES (vote: 1. Sloped—roof rafters may be sloped u to and including JUS24 F03 P Y P P 9 and st be 1 4 2. 1Reference hdetail 4ufor installationo�instructions. 4 -- _,.. THD46 SO.2 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING SO.2 `��---� -.;� - :. _ .. _.-..�.____ -== F03 WITH 2-12D TOENAILS �c 1-SIMPSON SDWC15600 _._ ...._m... . SIMPSON SDWC INSTALLATION RANGE z a._._.._.. (2)HTS16�` SCREW UNLESS OTHERWISE NOTED OSB "BLOCKING ( } 2 H TS16 � Jus24 -� PER DETAIL-` F04 Liu V gma 5E 50.1 . r n OSB BLOCKING PER a / V 1 + i DETAIL 5E/SO.1 Jus24 % {2)HTS16 , F04 0 B BLOCKING PER DETAIL 5E S0.1 NI a I o a o F04 / I _ L U_ LL. j _ z �- cr H TS16 H TS16 _I (� a o j , r z F06 .'` a . S TO P PLATE w SD 0 z 0 � z TRUSS TO LA / WC1560 0 0 0 LLJ_.. w I— I 01— <t RAFTER TAILS, SEE u __--- I W J - <j F- < w DETAIL 4/S0.2 _,.. Q QQ � IL 24 <c I ,,, W TYP. ri - I .___. .n.__ W r STUD NOT DIU-iRECTL0Y .t 1 w °� -F07 �� F- n w �,�. _ Y -�______.._ F07 a- J � Y BELOW TRUSS ----.-... - - 2x6 BLOCKING BELOW > cn > ___I W >- PRE-ENGINEERED \ `3�0 �DWC15600 -- - - ;' WALL. FASTEN EA END W/ I W J > <C WOOD ROOF TRUSSES. . ~`� Note: Reference detail 2a for installation angle limit Uj 4 10d TOE-NAILS (TYP.) EJO ( } _ _. y Q cn SEE DETAIL c, __.—_ _,-- _ �, SDWC INSTALLATION �— I W _ n�.--._. ._.. 6/SO.2 FOR {;_._a.. ... _- tea ^ ` .'` RAFTER TAIL. C� ._ - s , c0 Rafter to Top Plate shown i �� -° (Truss to Top Plate similar) EJ24 1H 112x6 BLOCKING BELOW w} = I I �� Ln WALL. FASTEN EA END w/ (4)10d TOE-NAILS (TYP.) II 1 2x8 SPF#2 @ 12 ac , 1.2 4 I �Z STUD NOT DIRECTLY11 IL I � lEj2FULL HEIGHT WALL. BELOW TRUSS I= SDWC15600 1'-4" Do not install SDWC in I ® 1 pp 0` CA (" Q N rN C14 0 p M �(2)HTS16 2x4 NON-LOAD BEARING hatched area (2)H TS16 I = r D :D I— �- TZ N = SDWC15600 1 T66/F- `� �� '~ ~ ~ T01 PONY WALL. FASTEN TOP t �� & BOTTOM W/SDWC15600 ° FRAME UPPER I' C 32" O.C. 1 1/2" MIN ._, �-- ._ M_ -__. _ .. LEVEL C 0 N T. Overhang 2" MAX FROM 1ST LEVEL TOP PLATE �I - - 3 1 — 4 - TO 2ND LEVEL TOP PLATE. f F I I I ._.. i SO.2 -_ _ - ROOF SHEATHING. I I, _ _ €7 �- -; ._ �-1 - ,. v.i DO NOT FRAME KNEEWALL 0 � 5-1 Od. — SDWC INSTALLATION RANGE —\ „_ FLOOR SYSTEM ELEVATION. RA LL R TAILS;` S..E SO.2 S0.2 .:: PRE-ENGINEERED FLOOR AND DETAIL 4/S0.2 (TYP.). WOOD ROOF TRUSSES. ROOF TRUSS i 2x6 LEDGER, 2x4 BLOCKING �„ Rafter or Truss PLACEMENT FASTEN minimum edge Q 24" 0.C. distance for full values with or W/5-10d � without(a plate Splice may be in upper or PLAN FLOOR AND ROOF TRUSS PLACEMENT PLAN EACH END. I splice) ower plate SCALA: 1/4" = 1'-Q" DIAGONAL 5-1 0 d. DO NOT SCALE DIMENSIONS FROM BRACE ® �� THESE DRAWINGS,IF A DIMENSION IS UNCLEAR REFER TO THE I 24" O.C. A" from top plate + ARCHITECTURAL DRAWINGS OR . . CONTACT THE E.O.R. splice Offset for full values STUD NOT DIRECTLY BELOW TRUSS PLAN NAME SAN TROPEZ — CARIBBEAN DESIGN/DRAWN/CHECKED f CS / KE /LAP I DATE SDWC AT TOP PLATE SPLICE 02.15.17 SCALE AS NOTED LPA No. TOLL-16-01060 CONTROL No, 1 SECTION 4582 SHEET S1.2 SCALE: 3/4" = 1'-0" `��F F �: t S102 � �ry SHEET 7 of 9 SYMBOLS LEGEND C7F `-� -- DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW 3 6- SHEARWALL SHEATHING TO BE APPLIED. 8d @ j DESIGNATES 8d COMMONS 0 3" O.C. EDGE & 6" O.C. "IN THE FIELD" !3 DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. Lou Pontigo and -- BEAM OR TRUSS, SEE PLAN A s s o c i a t e s, Inc. ANCHOR, LEGEND 420 Osceola Avenue Jax. Beach, Florida 32250 A307 DIAMETER FULL HEIGHT Ph.242-0908 Fax. 241-9557 THREADED ROD, SEE DETAIL 12/SO.1 FL: CA# 8344 SC:CA#3579 X5 %" A307 DIAMETER FULL HEIGHT SHEATH UPPER WALL THREADED ROD, SEE DETAIL 12/SO.1 �tsr TH R U LOWER ROOF TO „ �� / ' �,� 1ST LEVEL SOTTO PLATE. `.� '�+ V A307 DIAMETER THREADED 4�`` '4 CO TOP PLATE, AT FIRST FLOOR `.� CO 00 00 SEE DETAIL 12/S0.1 '.",1 • • L, �'. A No. 7 4 . z cn cn (2)2x6-1/2 _ to.• ,.><,. v {2)2x6-2/2 U {2}2x6-1/1 U A307 DIAMETER THREADED - ---- ---- --- - - ---- W ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 m -_ _ _.... ..�.�,___._ I • (2)2x6 SPF#2 0 00 ST �q1 .� • r �° � rU i • y POST. STRAP TO � SIMPSON HTT5 SEE DETAIL 15/S0.1 w��'►,r� U U I BELOW w/ (2)CS18. � .,r,,,°�`, 'c OR!• ,, �t•��a°` N mI Cn 0 < SIMPSON DTT2Z SEE DETAILI5/S0.1 �'�+'pr��A�ti��a'�;�=�� EC r` ____r7l I ~ _jIn I TRUSS T63 ABOVE CIDI Christopher J Sabourin PE 0 Q i _ s SIMPSON LTT20B SEE DETAILI5/SO.1 FL P E#7 1 4 6 1 J Ld (n I (2)2x6 SPF#2 Q " Q I POST. ST AP TO ~ 12 LONG LIGHT GAUGE STRAP REVISIONS DATE < EC CC W LSTA12 FASTEN TO TOP PLATE AND STUD w ~ BELOW w/ )CS18. WITH 5-10d COMMONS Z � 4 Li WALL STUD SCHEDULE -i mn S0.1 I PLATE STUD SIZE Q LLJ i 3: LOCATION LL m I ® HEIGHT & SPACING 91-1. 2x4 SPF#2 16 O.C. {2)2x6 SPF#2 w EXTERIOR " POST, STRAP TO � MAX BELOW w/ (2)CS18. - Cn EXTERIOR MAX 2x4 SPF#2 0 12" O.C. 10'-1 2x6 SPF#2 0 16" O.C. 9� 10'-1 To „ FIELD ALTERATION " _..w"" "_" � EXTERIOR 2x6 SPF#2 016 O.C. 14'-0" INTERIOR 10 "MAX2x4 SPF#2 0 16' O.C. CONTRACTOR.SHALL CONTACT LOU FASTEN WALL TO TRUSS - 0 MAKING ANY STRUCTURAL FIELD PONTIGO 8 ASSOCIATES PRIOR TO BELOW PER DETAIL 7 S0.2. _...Au_ INTERIOR 1r-O" 2xfi SPF#2 0 16" O.C. MAX 2x4 SPF#2 ® 12" O.C. MODIFICATIONS WHICH MAY VARY f FROM THE INTENT OF THE ORIGINAL 1 � J span wn>rlEs- CONSTRUCTION DOCUMENTS.ANY S1.3 3 Q FIELD ALTERNATIONS MADE PRIOR TO 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE BEING APPROVED BY LOU PONTIGO& ASSOCIATES MAY RESULT IN O z 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. ADDITIONAL ENGINEERING OR W CONTRACTOR MAY INCREASE STUD SIZE TO MEET INSPECTION FEES. ,r� ARCHITECTURAL REQUIREMENTS. J Q �f ,. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN CS18 @ BOTTOM OF STUD YELLOW PINE. C° I 4 WHERE NOTED. SEE DETAIL 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. CLiI _1 S®.1 AT BOTTOM RIGHT OF PAGE. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS z CC TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. Q F- l J MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT (.n ® SHEARWALLS < J �"��✓� bi 4 COMBINED USE PANEL NOTES 1. EXTERIOR WALL SHEATHING SHALL BE i p i CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST n W I TOP PLATE. SEE DETAIL 1/S0.1 FOR SHEATHING LLJ (2)2x SPF#2 z m I \.. (2)2x6 SPF#2 POSTS RAP TO SPLICE LOCATIONS FOR MULTI STORY CONDITIONS O .POST. STRAP TO 2. SEE SHEET S0.0 FOR WALL SHEATHING Q w 2 CS18. w_ BELOW w/ (2)CS18. SPECIFICATIONS. w rBELOW ____.__ �-,�---- TRUSS T52 ABOVE oLij cv (� � - I J O 3. UPPER MOST TOP PLATE SUPPORTING ROOF MEMBERS SHALL BE STRAPPED AS SHOWN IN Q 0-) DETAIL 1/S0.0 ° - J 4. INSTALL SOLE PLATE ANCHORS PER DETAIL G a_ < 3/SO.O t_______N 1 77 0 GENERAL NOTES 71- (2)2x SPF#2 _ I o o O 1. SEE DETAIL 2/SO.0 FOR WALL FRAMING DETAIL. Uj FASTEN WALL TO BELOW POST. STRAP TO '/ - o ~ n � : i ry c0 O � SEE WALL STUD SCHEDULE THIS SHEET FOR STUD PER DETAIL 7/S0.2 <C O U} I - BELOW w/ 2)CS18. <C �_ m Q � SIZES AND SPACING. AT GIRDERS AND BEAMS V J w TRUSS T46 ABOVE { m U a ® ® PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER - - - - - - - , - LTJ PLIES. U) ED - - - - z o nn < zm Q n° (2}2x6 SPF#2 , ®� w 2. SEE SHEET S0.0 FOR ROOF AND FLOOR z POST. STRAP TO ----- -- ' -I ® z SHEATHING SPECIFICATIONS. BELOW w/ (2}CS18. _.° _ �_W. z J ® 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE LLJ Z O Q w. :.. .� 1 O <C X PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES0 W w I Z 3: < TOGETHER PER DETAIL 6 SO.0 O I �� °, II '� i Z O 4. INSTALL SOLE PLATE ANCHORS PER DETAIL re Q �' 2x8 SPF 2 @ 12 .C. F- - 3/SO.O w i-- - _ __- _a - # �' cn w o �-- __ --- ' HEIGHT WA L. < � FULL (2)2x6-1/1 (2}2x6 1/1 �' � 1� 5. AT SHEARWALLS, PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 5/SO.1 LTJ STRAP WALL TO BELOW - -T_ _ O. FOR ATTACHMENT OF EXTERIOR WALLS THAT PER DETAIL 7/S0.2. r (2)2x6-1/3 Q x6-1/3 I TERMINATE BETWEEN TRUSSES, SEE 5A/S0.10 0 ° 00 x0 I 7. AT PORCHES, SEE DETAIL 2/S0.1 FOR FRAMING N N I AND HOLD DOWNS J U SEE DETAIL 3/S0.1 FOR �N. I { I I BEAM CONNECTION. (TYP.). CS18 STRAPPING DETAIL (2)2x8 l 2)2x8 . _,gym CS18 STRAP w/ 10" END LENGTH. FASTEN 6x6 P.T. SYP#2 POST. STRAP THIS END w/ 9-10d. TO STUDS BELOW w/CS18 � o WALL FRAMING (TYPICAL), Uj SECOND I FLOOR. 9 NO NAILS REQUIRED FRAMINGIN CLEAR SPAN FLOOR m l TRUSSES I ®R JOIST. PLAN WALL FRAMING o Z ® z 0.1 31 x 3 as @ 6" O.C. � DO NOT SCALE DIMENSIONS FROM L CS18 STRAP w 1 O" THESE DRAWINGS.IF A DIMENSION IS 2x6 BLOCKING END LENGTH. FASTEN UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR THIS END w/ 9-10d, CONTACT THE E.O.R. XXXTOP PLATE TO STUDS w/ SECOND FLOOR FIR MING PLAN I SDWC15600 @ 32" O.C. 'LAN NAME � SAN TROPEZ - CARIBBEAN SCALE: 1/4" = 1'-0" DESIGN/DRAWN/CHECKED CS f KE f LAP DATE 02.15.17 GIRDER SCALE AS NOTED TRUSS FLOOR PLATE TO TRUSS: LPA No. TRUSS SDWC15600 TOLL-16-01060 CONTROL No. 4582 1 SECTION SHEET S1.3 SHEET 8 ®F g l SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET S0.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.O. 4. WHEN USING (2)H2.5T CLIPS ON 11/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. ,_xY" Lou PontiBo and TRUSSAssociates, Inc. FASTENING DETAILS 420 Osceola Avenue Jax. Beach, Florida 32250 2x6 EXPOSED RAFTERS. FA TEN Ph.242-0908 Fax. 241-9557 TO TRUSS TOP CHORD w/ FL: CA# 8344 SC:CA# 3579 (5)10d TOE—NAILS. FASTEN TO BEARING w/ SDWC15600. .. ` � � wN 11 C C C C �. STAT •� yLL +� a _. O ! - ' LL, RAFTER TAILS, SEE ''''',,�,� °�_.•,• •••°.•' i,,,�' N DETAIL 4/SO.2 (TYP.). STUD DIRECTLY BELOW TRUSS TOP PLATE TO 2 H TS 16 — SDWC15600 STUD SDWC15600� I � ) Christopher ) S a b o u r i n PE O " -- I FL PE#71461 4 THD2 163 TRUSS TIE DOWN WITH SIMPSON SDWC REVISIONS DATE S0.2 THD I I f Rafter to Top Plate shown F s Truss to Top Plate similar THD26 - -- I Optimal 22ND' T51 THD26 f'' 10' 0` 30. _ _ . I FIELD ALTERATION 2)H TS16 ° f ' CONTRACTOR SHALL CONTACT LOU S T U D DIRECTLY PONTIGO a ASSOCIATES PRIOR TO _.. BELOW TRUSSI b8 MODIFICATIONS WHICH MAY VARY MAKING ANY STRUCTURAL FIELD Y"MaX ROM THE IN ENT OF HE ORIG NAL RAFTER TAILS, SEE CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO DETAIL 4/S0.2 (TYP.). Phi BEING APPROVED BY LOU IN O& SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULTULT IN LL_ STUD SDWC15600 ADDITIONAL ENGINEERING OR INSPECTION FEES. Note: 1. Sloped—roof rafters may be sloped up to and including --� a 12:12 pitch and must be "birdsmouth" cut. 2. Reference detail 4 for installation instructions. s0.2 SIMPSON SDWC INSTALLATION RANGE 00I 0 I I V) _. _. _ Lli 4SO. { I f/y �. e Y 1';�11-- H TS16 oLIJ rV I f ' , THD26 J0 � `t RAFTER TAILS, SEE STUD NOT DIRECT 0 n VIIAZ _ µ I_ T4 DETAIL 4/SO.2 (TYP.). BELOW TRUSS SDWC15600 _ .F LLQ I Note: Reference detail 2a for installation angle limit HTS16 I ._ — HTS16 3 SDWC INSTALLATION_-N �- p �JIJS24_w .a�.- x 4 Rafter to Top Plate shown jul (Truss to Top Plate similar) S 0.2 Ul O L JU � STUD NOT DIRECTLY tw KU pp BELOW TRUSS !� a I I h ' ! 41 1, rl Do not install SDWC In RAFTER TAILS, SEEJ ^2 0 4 r �* _ �I E hatched area SDWC15600 DETAIL 4/S0,2 (TYP.). so.2 ° Overhang 2 MAX SDWC INSTALLATION RANGE PORCH SHEATHING AT BOTTOM CHORD OF S .1 ROOF TRUSS TRUSS SEE 2/S0.1. Rafter or Truss PLACEMENT �»" minimum edge PLANA TRUSS / ROOF RAFTER NOTES: STRAPPING N )TES distance for full values (with or splice may be in upper or without a plate lower plate 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING splice) WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 DO NOT SCALE DIMENSIONS FROM SCREW UNLESS OTHERWISE NOTED e THESE DRAWINGS.IFADIMENSION IS UNCLEAR REFER TO THE A" from top plate ®� ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. Splice Offset for full values STUD NOT DIRECTL ROOF TRUSS PLACEMENT PLAN BELOW TR Uss PLAN NAME SAN TROPEZ — CACA RIBBEAN SCALEe 1/4" = 1'—O" DESIGN/DRAWN/CHECKED CS / KE /LAP DATE SDWC AT TOP PLATE SPLICE 02.15.1 7 SCALE AS NOTED LPA No. TOLL-16-01060 CONTROL No. 4582 SHEET OFFICE . �, SHEET 9 OF�9