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HomeMy WebLinkAboutSUBMITTED PAPPERS4. aP#: '✓boo �31�., 3xxau3 � C-x c� • i �ic�m'k•.}'h' �, a �H���������.:�..+����� ,�F�="'.fir-- .arm � \moo �T` '+zm .�,,ixv� i y ago . -x. xw. a'n a:-^ }i - olt SECTION: - `� g TOWNSHIP: .' RANGE: E MAPNO.: ZONING: �' I . _ LAND USE: _ ��`�. LOTCMG %: • I� TAZ NO.: FLOOD ZONE \� FIRM MAP #: c F 15T R R ELV: MAX HGT: CST TYPE:, OCCP TYPE: MAX. OCCP: iI OF FLRS: . d WATER: SEWER: .SPRINKLERS STORMWATE CQ - R LOT OF REC (beb 1190) LOT OF REC (aftr 1190) LOT SPOT LOT SPLIT REO•D - APPRV•D �- 'DECAL (ram LIBRARY (�J 1 PARKS I ' Q �i'V� PERMIT NUMBER IMPACTFEE` l IMPACTFEE FEE j REPORT PUBLIC BLDG HABITABALE _ -RADON FEE 1 CODE 1 ® I, IMPACTFEE AREA [ - (RADON) Y N ROAD t """'(n GROSS ROAD "y��'{-� la CREDIT TOTAL ROAD IMPACTZONE IMPACTFEE p-� L IMPACTFEE DUE fix: x^ SCHOOL- 1 L`�� b ---111-•�„�.�.,..r CREDIT --:�•g.,y M -- - �, --f TOTAL IMPACTFEE ; '�Ea SCHOOL ,`. IMPACTFEE P E FEE 183 FIRE FEE MISC FEES: / TOTAL PO CEIFIRE! MISC. FEES Y : N V(1Y�1 ADDITIONAL SPECIFY: TOTALALL" PERMITS FEES / V REO'D. REVIEWS ZONING - ZONING ., PLANS., VEGETATION SEA ; ;- ; ., MANGROVE . REVIEWED BY' EXAMINING 01 I b l o . COMPLETE 1 ( I t? INITIALS: :.. ... DATE FILED: t U I CAD PLAN REVIEW FEE: OXJ Cp] RECEIPT NO.: `"I�� PERMIT NUMBEI�R: (Q CONCURRENCY FEE: -a) RECEIPT NO.: IYL� 22 CERT. CAP. NO.: ALL INFO MUST BE COMPLETE u FILLED INTO BE ACCEPTED tE COb ST. LUCIE COUNTY PUBLIC WORKS SCANNED BUILDING & ZONING DEPARTMENT BY 2300 VIRGINIA AVENUE ORIOe- St. Lucie County FORT PIER, 2C4E62 L534 82-5652 No cal i l9(,�{ . (j APPLICATION for BUILDING PEIVMT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION j 1. LOCATION/SITE ADDRESS: Z?7 6A kAnW_r 4-tU(LT J�O r+ 6+ Lu air 10 F(e 2. S/D NAME:VSITE PLAN. NAME: 3- PROPERTY TAX -ID #: •3S ZA—'70 I - b0 15 -60 b- (o J 1 4. LEGAL DESCRIPTION (attach extra sheets if necessary). *LL, 2E LcrT Iti2.1 To Q* 6F 'rit�${Fl� CiL�x�K- t 1�•A�1L� i�S C'�LAitD�..T-rl (�l.Q'j- C"3C0� l"��]17i''',t �,�"`u�X�( �.�.�JD) 5. PLAT. 6- PAGE- - 7. BLOCK 8- LOT BOOK NO. NO. I`k F1' NO. 9. PARCEL SIZE: ACRES/SQ FT. I .IDb Pc S LOT DIMENSIONS J5-(• 59 ft X 314,516 } 10. DESCRIPTION OF CONSTRUCTION PROJECTOR WORK ACTIVITY: 11. SETBACKS(ACTUAL) FRONT: BACK: -RIGHT LEFT 461 7 60 /Ito SIDE -2-t; SIDE: .3(e'196 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [v jNEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION [ RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: 'RZ(PAik1ZV �- I1, 14. Sq. FLICONSTRUCTION: 102. [S - -.15., Sq: Ft. 1sf Floor -3 16. VALUE OF CONSTRUCTION: $ The value of cdnstruction is used to determine the amount of pemdl fees to be assessed. SL Lucie County reserves the right to question andfor InOEW the irxr?ted value Of'cortstruetion-ilR Is demonstrated.tbatthe sollttv'it d kutes ate not colt tentvnth sirrular types of construction adWitles. N fie vahieiv'$2500 or more. a RECORDED Notice of Commencement must be submitted with this appticatlon. J. SLCCDV Form No.: 001-02 . OWNER INFORMATION::. L+Ia LCvr�J, •o NAME: 1l0 5--; (�j-'(-1-�- Ci1U� - ADDRESS: CITY: ,0�, ,�;tq, r •-'^—�� tt* f6l`� � �' - STATE: ,F LDP- . DP: 2� -�J?J Z Z PHONE{DAYTIME): IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) Is DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: - CITY: STATE- ZIP PHONE (DAYTIME): INFORMATION ��� u CONTRACTOR p Yd- ST- of FL REGJCERT 4: D bD ,, , ST. LUCIE COUNTY CERT 0: f/� D® BUSINESS NAME: L�'-Ul �y 11 LO(44M7 rkoo t-467 QUALIFIERS NAME-. M�0%01AGJC. "Dfl'anl&NZ7 - .-ADDRESS:. _ /� -1.7-1'7 `-n L-•AVGS 90A-D CITY: STATE: ��1✓J (� ZIP PHONE(DAYTIME): 6 (�c�IWS.Z-5 6cr) (�-3D5 FAX NO.�lo�5��-�SZ�. ARCHITIENGINEER: t-V��G.1�S l�.�E_ -D l�ilifZ.fZ• r�4m!& ADDRESS: [L (G 44 21941r-_ � 4AX-M ton CITY:OIIJVt6'h122.Bp�=c�E77kC STATE ��luyu'� .ZIP 33 t PHONE(DAYTIMEi: r�11 `735-896O BONDING COMPANY: ADDRESsj _ _ CITY- . .• -STATE: 2IP MORTGAGE LENDER: GI Lhlf) 't!>NL- I -tFf� bff- FL Pik- - ADDRESS: %O S•ri Pb;-l_tit B'�-$Kii L,iFIC1=. �O() •� �1h� CITY: 144JA VFPr_l+ C STATE: 1 LORL4 73P IWl( 0 -,r T..NOTLM. When •a petrmit :ems. issued and it is not• picked up within 60 daafs after notification it will be voided and re united io you by mail. 1 CERTIFICATION: This application is hereby made to obtain a permit to do the work and_ installations as' indicated, and to obtain a cerlffcato of Capacity, if applicable, for the'pennl*ued work 1 certify that no work or installation has commenced prior totheissuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 1 understand that 'separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise.included with this building permit application - The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (ali.types), swimming pools, fences. walls, signs, screen rooms, utility substations'& accessory uses to another non- residential use. NOTICE TO OWNER: 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 YOUR NOTICE OF COMMENCEMENT - NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT. TITLE.:AND . INTEREST THAT IS SUBJECT TO ATTACHMENT AS A CONDITION OF THIS PERMIT YOU . PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that -all work will be done in compliance with all applicable laws regulating constru on a d zoning. O*ERAYONTRACTOR SIGNATURE v STATE OF FLORIDA COUNTY OF 9-5,1, The foregoing" instrument was acknowledged before me this 21 day ot;B. [ems 200 by Li,veltup who is ps1wD l known to me or who has produced as.identification. Signature of Notary 6risr4l l ust Type or Print Name of Notary CONTRACTOR SIGNATURE STATE OF FLORIDA COUNTYOF �'•S.L The foregoing instrument was acknowledged before me this 2 j day ofT°�. 20 O , by -7'6mF69 5 ;A� o , who is Der, Bonally known to me or who has produced as identification. v Signature of Notary L7/JT4f 14e, k, Type of Print Name of Notary NotaryPublic Title _ Notary Public Title rjo 01 3d Commission Number' PP11da736 Commission Number 4 Kristal Hoover AV. Kristal Hoover (seal) Y Cormlisslon M DD404738 (seal) Y Commission 8 DD404138 El�kes March 8, 2009 !.41 �f pIms MBrch 8,z2009 ' Tn iwbJTwl gym J. moi 70S :°wn WilT�ire-0�.1¢mW67m NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNE"UILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. CERTIFICATE OF OCCUPANCY This Certificate is issued pursuant to the requirements of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of St. Lucie County regulating building construction or use. For the following: Building Permit No. - 0610-0317 Parcel/Folio Nbr: 3328-701-0015-000/6 Lot # 162 Block: Subdivision: Sabal Creek Phase 4 Occupancy: Residential - 1 & 2 family dwellings Building Address: 8323 CALUMET CT Legal Description: SABAL CREEK PHASE IV LOT 162 Permit Job CONSTRUCTION OF SINGLE FAMILY Description Permit Finaled: 09/19/2007 Contractor DAMIANO THOMAS P LEVITT CONSTRUCTION CORPORATIO (561) 482-5100 7777 GLADES RD SUITE 410 BOCA RATON, FL 33434 Christopher Lestrange Building Official Wednesday, September 19, 2007 Date Printed NOTE: This Certificate of Occupancy is issued to the above named, for building at the above named location only upon the express provision thal the applicant will abide by and comply with all the conditions of the Zoning Ordinances and all Ordinances or Building Codes of Saint Lucie County pertaining to the erection, construction or remodeling of buildings or structures. This also certifies that the electrical wiring and/or equipment, and the plumbing work have been inspected and approved. The issuance of this Certificate grants permission to occupy and use the property described herein only for the use indicated. Any change in use will require a new Certificate of Occupancy. POST IN A CONSPICUOUS PLACE Cp�lCi+cT- 7882 S.W. Ellipse Wa489-9989 117 ' �TrTG'IT� FEB 0 12007 Internationai �� 1 O D3 C,^P, t L Public Works SOIL DENSITY REPORT St. Lucie County, FL Page 1 of 1 Client: Lionel Dunbar Project # 07-0062 Project: Dunbar Residence Date: 1118/07 Address: 8323 Calumet Court City: Port St. Lucie Report # D-001 Permit #: Tech: GaryArmstrong Area Tested: House Pad Spec. Required 95%u LOCATION Probe Depth Elev Moist % Dry Density PCF Maximum Density PCF Optimum Moisture % Compaction Aim Pass 20' E x 20' S off NW Corner 12" FG 7.9 120.0 124.1 9.1 96.7% Yes 10' N x 15' E off SW Corner 12" FG 7.7 120.3 124.1 9.1 96.9% Yes 30' W x 25' S off NE Comer 12" FG 7.7 120.3 124.2 9.1 96.9% Yes �. -:a Legend for Elevation: PR= Proofroll 1,2,3 = 1st, 2nd, 3rd Lift SL= Springline BG= Below Grade SG= Subgrade BOF= Bottom of Footing BC= Base Course FG= Finished Grade Submitted by: all - Mario d. Fuquene, RE ; Registered Engineer#G/p583 State of Florida 9- I / o� ENVIRONMENTAL • GEOTECHNICAL • MATERIALS TESTING • THRESHOLD & SPECIAL INSPECTIONS OFFICES THROUGHOUT FLORIDA TERMITE PRETREAT SPECIAIS ®�� b "� 7 J I 866-PRE-TREAT 800-®IL1G ENT FAX 800-837-8311 Terr11 ite Pretreat.com State License JB94495 Notice of Preventative Treatment for Termites (as required by Florida Building Code (FBC) 104.2.6 and Broward County Chapter FBC 105.2.2) PEST PREVENTION I LAWN & ORNAMENTAL CARE I TERMITE SERVICES I MOSQUITO ABATEMENT I RODENT & NUISANCE WILDLIFE EXCLUSION & REMOVAL SERVICE ORDER NUMBER SERVICE DATE r` 31— (5 D TIME 2� WEATHER CONDTIONS DEYkLOPMNTNAME (PROJEC�n CONTgAI;TOF}SIE�a CONTACT PERSON STRUCTURE ADDRESSCSJ(LOTT/,IBJL-O\OIq /1 '`S•'-T CI'� � RY, STATE, ZIP CODE �� COUNTY saa CONTACT PHONE NUMBER NOTES vY Sul-) TREATMENT TYPE/AREAe ❑ FLOATINGNOLITHIC ❑ CUTOUTS ❑ F TERS TRR/EATMENTTYPE QTAMP&TREAT ❑TREAT ONLY PRODUCT ROBUILD TC A EINGREDIENT ❑ PATIO ❑ GARAGE ❑ DRIVEWAY ❑ STEM WALL ❑ ADDITION O FRONT ENTRY ❑ EXTERIOR PERIMETER FOR RENEWAL ❑ OTHER -1=1 `Aluno-f aIT„3S salJOM allgnd O FINAL ❑ RETREAT ❑ BORA CARE TREAMENT O BAIT STATION ZOIZ Z 0 833 ❑ DRAGNET ❑ DEMON TC ❑ TERMIDOR TC ❑ BORACARE ❑ OTHER Q3d\13���1 CONCENTRATION .f1.26% SQUARE FOOTAGE 0.5% ❑.23% ❑OTHER— '5 LINEAR FOOTAGE GALLONS APPLIED-ILp�V SQUARE FOOTAGE VERIFIED ❑ YES ❑ NO O FIEASURED OR VERIFIED PER PLANS JOB JDCONOONS MET YES ❑NO DETAILS SAFETY CONDITIONS ICOND %%IAENT,q. 0 •s•• EA _• P •:�/ •< Q• O '•. R �.••• ��: ••. As per 104.2.6 FBC - If soil chemical barrier method for termite prevention Is used. Final exterior treatment shall be completed prior to final building approval. Certificate of Compliance: The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. (Per the Florida Building Code.) If this notice Is for the final exterior treatment, Initial and date this line FINAL STICKER ❑ ELECTRICAL PANEL ❑ WATER HEATER OTHER (TERMITE MONITOR INSTALLED O YES O NO) Payment Terms: Customer's payment In full Is due at time of initial service. Customer agrees that a finance charge In the amount of 18 % per annum will be assessed on all unpaid balances that are not satisfied by the due date. In the event a collection process becomes necessary to recover an unpaid balance the following fees will be assessed Including but not limited to: collection service fee, attorney's fee, finance charges and non -sufficient funds pa ant feg. CUstey:er will be respglf�ble for paying 11 cgstga son to with any collection process. Date Applicator (Diligent Environklental (Services, Inc.) (Kl U J` Date Customer (Property Owner or Agent) ^&Lm pME[ i ) ft 800-DILIGENT ff 800Diiigent.com Corporate 3100 NW Boca Raton Blvd. 1 Suite 106 I Boca Raton, Florida 33431 1 800.487.8190 r Code Compliance -'Division 2300 Virginia Avenue Ft Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-2522 http:llstiucieco.gov/ce Dale: 20 November 2006 Job Address: 8323 CALUMET CT Received By: dpelton Paid With: CK Paid By: LIONEL DUNBAR Building Receipt Receipt#: 0000048146 'emit Number: SLC- 0610-0317 Amount: $12,296.64 �redit Card Number: Check Number: 104 Sign: Checklist new house checked approved disapproved 1. zoning 2. minimum lot size 3. min. road frontage 4. min. lot width 5. base building line 6. setback 7. max lot coverage 8. height 9. FFE 10. septic & health dep. (/ 11. water 12. utility receipt / 13. easement 14. county road 15. flood zone 16. lots lit / 17. non conforming lot / 18. driveway permit / 19. vegetation permit GEC G St. Lucie County Building & Zoning F<OR1Up'• BUILDING PERMT SUB-CONTRACTORSUMMARY will be using the following sub -contractors for the (Company/lndividual Name) project located'al (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors 'listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical Me_\CO �' ECZIi l C C DOOd Qdt-I Plumbing 'Ke�(-e �uP.b M� —) n c- C 0 S3 IIVAC/ Mechanical t)sr31J E. Ocl"ef*i otJ U05 K)E refr,QQISF �� . rar.�s � S't7sj e UC,4.n1SE.#- Cp 51U'13 Roofing �ltAbl2 iZc�,Lr CfC4S C t Oa -CI Gas OFFICE USE ONLY: PERMIT ISSUE DATE: NUMBER: 08/11/2006 10:52 56155=+"-4 LEVITT CONST PAGE 02/02 F LR:4fPL ST. LUCIE COUNTY PUBLIC WORKS BUMI)ING & ZONING DEPARTMENT BURDING PERMIT SUB -CONTRACTOR AGREEM! /ENp'1�' St Lncie County Confintor Cerdficadon Number: StateCif Ylo-yid/2CertiScaCtion�Number prrppticabie} Ceoo�___90�T have agreed to be the (Company Namdtndividuat Name) ��eLf7�/elg� sub -contractor for (Type of Trade) (Prhuny Contractor) £dr the project located at (Project Street Address orProperty Tax ID It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department. of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSl[11IESS QUA,LMER (Name of the Individual shovm on the Contractor's License) PRIGINAL SIG\A RES ARE REQUIRED SIGMA PRIWr NAME DATE Business Name: Address: City/statemp: 'Phone: 'PL4*41510(� ST. LUCIE COUNTY PUBLIC WORE BUILDING & ZONING DEPARTMENT onro BUILDING )PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor- Certification Nmaber: D (,g Iy25 r7 -7 gJ 3 p� Q State df Florida Certification Number (Itapplia bte): 81)'Ckele PLOrU 612Q , I,yLt have agreed to be the (Company Namegndividual N ) //11 P10mb t n(� _,sub -contractor for L_e_o I &n6 (Type of r e) (Prinmry Contractor) for the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St- Lucie Couniy by personally filing a Change of Contractor notice. (Form: SLCCDV No. 0M00) BUSINESS QUALIMR (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED iP0,E SIGt•, m PnrNTNAMP DATE Business Name: Address: Citylstate2ip: Phone: 51 I - 9 q3-3 I (oq email: MW 'A-C ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: �2 01 �0 State of Florida Certification Number (If applicable): have agreed to be the �V K sub -contractor for (Type of Trade) (Primary Contractor) for the project located at (Project Street Address or Property Tar ID It is understood that, if there is any change of status regarding.our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice_ (Form: SLCCDV No_ 004-00) BUSINESS Business Name: Address: City/Statc/Zip: Phone: (Name of the Individual shown on the Contractor's License) �1�C!1\b�ASy tJ�c�N E. 11 PRINT NAME DATE �Vaof - aR %— UoLo% email; RC,Corr) Ub/lit Ztibb U7 ;4b 0b10Jbt7bZ4 LLY1I I WN:DI t'HUt UZI. bZ ST. LUCIE C0JnM F`UBLIC WORXS . BUILDING & ZONING DEPARTMENT 13UJLDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number StatedfFlorida CertifieationNumber pfapplieab;* _rza naA:n - w56 agreed to be the 16( ftoe, sub -contractor for (Typeof-Trade) (Primary Contractor) for the project located at (proj¢ct Steeet Address or Property TaxTD t� It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Bttildiug and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. D04.00) BUSINLM QUALIFIER (Name of the individual shown on the Contractor's license) O L-JA.L S, GNAl'llAES ARE RE Q11MED -" SIGNATURE PRINT NAME Busmi csi Name. Address: OFFICE USE ONLY: PEtiM1T# --- ISSUE'DATE C&'K- JL�6 COG ST. LUCIE COUNTY y� BUILDING & ZONING 23DO VIRGINIAAVENUE FORT PIERCE. FL 349M-5652 ��ORIOQ • 561462"Iss' FILLED LANDS AFFIDAVIT 1, the undersigned, am the owner of the following described property: -- -70 1 — Vic>(9--aoa-- .for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number . I acknowledge that as owner of the above described 'property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off. my property which will not adversely affect the immediate community. Property Owner Name P operty Owner Sigepature Date STATE OF FLORIDA. COUNTY OF, 'ACKNOWLEDGED�BEFORE ME THIS _DAY OF r r 20U �`, BY I_ L7L e. k WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. � )fI,fTAI /7DdU�'iC SIGNATURE OF NOTARY NOTARY PUBLIC TITLE TYPE OR PRINT NAME OF NOTARY DO L/Oq-739 COMMISSION NUMBER (SEAL) Krislal Hoover Y Commbsbn # DD404738 . 9EIpIres March 8, 20D9 :1,; a00inrN9•I�, uc eoo,Itisrow Reserve Homes Ltd., L.P. 2160 Reserve Park Trace Port St. Lucie, FL 34986 Date: Y Reserve Homes Ltd., L.P. hereby assigns $ from the Road Impact Fee Credit Agreement 04-02, to: for a purpose of construction: (Check One) 41 Single -Family Dwelling Multiple -Family Dwelling (# of units: Commercial/industrial (square feet ) Other ( This credit shall be for the follpwing specific Subdivision RESIDEN TIALICO UMER CIAL BUILDING PERMIT CHECKLIST Site Location: a 3 Cam+ 1. u (0 $ " Permit Number: 10 (P 1.0 . d ....:. Technician: _ Z General. Application completely filled out with notarized signatures f�Yes r No N/A Sub Summary List with contractors' names and county & state r'--Yes r No N/A certification numbers — _ Sub Agreements with original signatures rw<Yes r' No r N/A Owner Builder Affidavit r Yes r" No r N/A Owner Builder Electric Affidavit r Yes C,- No r N/A Filled Land Affidavit Cis Yes 'r No r N/A ,Geo or recorded warranty deed r✓ Yes r r No N/A Recorded Notice of Commencement r Yes r No r Utility Agreement or Payment Receipt r r N/A Yes No N/A Vegetation Removal Permit ZV Yes f.; No NIA Non Conforming Lot of Record Rec (e o' Z � 1 M p0 Ct`.re cg el r Yes r No NIA Plans. Calculations & Attachments r3 conies corrimerciaU2 residential) " Complete set of plans with engineer/architect raised seal r'--�Yes n r Truss plans reviewed and approved by engineer/architect Yes C_; No r NIA Landscaping and parking plan .. r r No. r N/A Yes No N/A 3 Copies of approved site plans r Yes r No r 2 Sealed surveys or plot plans with dimensions, finished floor r'�Yes r N/A elevation and setbacks No N/A Health Department approval stamped on survey and floor plan Yes r No Health Department food establishment permit stamp on floor plan r Yes r No NIA Manual J or Manual N-calculations r" r N/A Yes No N/A Signed Energy Calculations f✓ Yes r No Sea n oad Comp i Certification r N/A Product Review Affidavit Yes f r Nor N/A Yes No N/A Paee 1 of 2 RESIDENTIA LICOALVER CIA L BUILDING PERMIT CHECKLIST Site Location: I Permit Number: Technician: Other: Health Department permit paperwork r r Yes No N/A CD for Fire Department if commercial or multi -family r Yes r No r NIA DEP, SFWMD or Army Corp of Engineers - — r s r No r N/A Pool Barrier Affidavit Yes f- Nor N/A Ground sign landscape affidavitYes r No r NIA Bum rate for sign cabinetsYes r No r N/A RV and Mobile Home Tie Do Permit Worksheet (Tie -down diagraYes r No N/A 1�cies� Manufacturer set-up and installationYes r . Nor N/A Manufacturer blocking diagramsYes r No r N/A Signed penetrometer test (1 copy)Yes rNo r N/A Stair detailsYes r No r N/A Mobile home inspection report for rYes r No rNIA Copy of Title for relocationYes r No N/A Class A approval from Growth Management r Yes [- Comments: No NIA a- Name: - Signature: Date r�eget Clear Form Page 2 of 2 Property Appraiser - St.Lucie County, FL Page 1 of 1 PROPERTY RECORD CARD Lionel Dunbar Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification ��UCIE Co Site Address: 8323 CALUMET CT ParcellD: 3328-701-0015-000-6 SecFrown/Range: 28:36S:39E Account* 36369 Map ID: 33/28S Land Use: Vac Res Zoning: City/Cnty: C$T- UCI�OUIJTX'-2- Ownership and Mailing Legal Description Owner: Lionel Dunbar Stephanie Dunbar SABAL CREEK -PHASE IV- LOT 162 (OR 2067-1877) Address: 10035 NW 13th Ct Plantation FL 33322 Sales Information Assessment TRIM Total Land and Building Date Prim Code Deed Book/Page 2006 Val: 165600 Land Value: 165600 Acres: 1.09 9/172004 225000 00 WD 2067 / 1877 Assessed: 165600 Building Value: 0 5I72001 85000 00 WD 1394 / 2899 Ag.Credit: 0 Finished Area: 0 SgFt 11127/1989 45000 00 WD 0667/2143 Exempt: 0 8/7/1989 130000 02 WD 0648 / 2870 Taxable: 165600 TotalTax: 3315.34 I1111N 9311"INMelaul-10.1Cl No Skk h Available Exterior Features View: - RoofCover. ExtType: - YearBlt: Grade: - EffYrBlt: StoryHght: - No.Units: Interior Features BedRooms: Electric: FullBath: HeatType: 1/2Bath: HeatFuel: %A/C: %Heated: Special Features and Yard Items Type Y/S Qty. Units Qual. Cord. Walt, o image; Available Land Information No. Land Use 1 0000-Vac Res RoofStruct: Frame: PrimeWall: SecWall: PrmintWall: - AvgHtIFl: Pnn.Flors: - %Sprinkled: Type Measure Depth 231 -Front Ft 151.59 314.55 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/pre.asp?prclid=332870100150006 10/11/2006 5bl- 55-�B- o82-4 BOARD OF COUNTY COMMISSIONERS DATE: , coil, Jo W ST LUCIE COUNTY PUBLIC WORKS DEPARTMENT BUILDING & ZONING DIVISION FAX COVER SHEET FAX #: (772) 462-2522 PHONE #: (772) 462-1553 NO. OF PAGES INCL. COVER: 2 ATTN: RE: 0 61 C) EJ31 `7 SENDER: Ci PHONE #; [4 k 2- I'JS5 Code Compliance Division 2300 Virginia Avenue Ft Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-2522 http://stlucieco.gov/ce Address: 8323 CALUMET CT Unit # : City I State I Zip: PSL Parcel # : 3328-701-0015-000/6 Zoning: AR1 APPLICATION INFORMATION Permit Number: 0610-0317 Activity Type: New Permit Type: Building Residential (SFR) CONTRACTOR/NFORMATION Review Comments Page 1 Owner(s): LIONEL DUNBAR STEPHANIE DUNBAR FL 34952 Jurisdiction: St. Lucie County Lot#: 162 Block: Application Type: Master Permit w/subs Other Activity: Stories: 1 Automatic Sprinkler System? ❑ Contractor Name: DAMIANO THOMAS P Business Name: LEVITT CONSTRUCTION CORPORATIO Business Addr: 7777 GLADES RD SUITE 410 City I State I Zip: BOCA RATON, FL Review Type Status Reviewed By Documents Missing Pending Fax Number 561-558-0824 Date Started Date Complete Date Released 10/23/2006 1 Comment NEED TO BRING IN WITH PICKUP: - RECORDED NOC - RESERVE HOME CREDIT LETTER FOR THE AMOUNT OF $ 2,186.00 Front Counter Review Complete 10118/2006 10118/2006 Zoning Review Pending Lydia Galbraith 1012312006 10/23/2006 1 Comment CREDIT LETTER FOR THE ROAD IMPACT FEES IS NOT CORRECT. PER OCTOBER THE IMPACT FEE FOR ROAD IS $ 2,186.00. THE PERMIT WAS APPLIED FOR IN OCTOBER. WE NEED A CORRECTED CREDIT LETTER. YOU CAN BRING THE LETTER IN WHEN THE PERMITIS READY FOR PICK UP Job irvss irvss Type . Oty Ply LEVITY/DUN:AR RESIDENCE 9794 HH16 SPECIAL , , 48 Job R r atl 11 Southern Burring Products, west _Paim cea .rl- 4 r, re 6.209 s Mar 5 2005 Na7ak Industries, 61e Man Sep 11 13:05262006 Pagel 7815 14-109 16109 a-312 26&2 rats Tar 2o$x6 = S114 "'.2 5.00 12 3x4 = 5x5 = Scale: 1/8" 1- 1x4 II q 6 7 5x6 i 3 3 Utz, W 2 6R 1 o JJ 5KK2 E Irq 0 98 1N 13 12 11 5x5 \5 = 6X3 = tx4 II 2.5x4 II 3x5= 5x12= 4.Q.Q i N41cy 2`'0,C-_ �t7gcs/..M,9.1 �Quq-fi9u'.___ rats aloe 1 asu lass Tdr 115X411 1a 30.12 73 Plate OBsets(XY): f1:0.24.0-1-121 f20-3-o,omj li:0* 00.5-B1 LOADING(psf) SPACING • 2-0-0 CSI DEFL in floc) Vdefl Ud PLATES GRIP TOLL 20.0 Plates Increase 1.25 TO 0.97 Vart(LL) -0.06 B-9 >999 360 MT20 2441190 TCDL 15.0 Lumber Increase 125 BC 0.38 VeM1(TL) -0.1711-12 >999 240 BCLL 0.0 Rep Stress Ina YES WE 0.94 Hoa(TL) 0.03 8 Na Na BCDL 10.0 Code FBC20041rP12002 (Matrix) W1nd(LL) 0.0710-11 >999 240 Weight 237m LUMBER TOP CHORD 2 X 4 SYP M 14 BOT CHORD 2 X 4 SYP M 14-E1¢.epP FA1 2 X 4 SYP No.3 WEBS 2 X 4 SYP N0.3 REACTIONS (lb/size) 13=1337/Mectlanical.8=1337/Mechanical Max Harz 13=35flgoad case 5) Mmr Uplift13=5480oad case 3), 8=-8190oad case 3) BRACING TOP CHORD Structural wood sheathing directly, applied or 54-15 oc purfms, except end verticals, and 2-0-0 0o puffins (64.0 max): 4-6 BOT CHORD Rigid miring directly, applied or 7-10.14 oc bracing. WEBS 1Rav at midpt 2-11, 3.11, 411, 6-9,7-8, 68 FORCES (Ib) - Maximum Cumpreesion/Maximum Tension TOP CHORD 1-2=1531/645, 2-3=1344/667,.14=12811766, 4.5=11271/16, &6=959/622. 67=31/35,1-13=1257/562, 7-0=-81/59 BOTCHORD 12-13=423/130,11-12=858/1329.10-11=746/1199,94l =599/959,8-9=130/1ge WEBS 2.12=315222. 2-11=243239, 3-11=-32g25B, 4-11-20WIS6.4-10=30/148, &10=2581449, 5-9=867/649, &g=774/1258,1-12=-467/1278, fi-B=13laM26 NOTES 1) Unbalanced mot live loads have been considered forthis design. 2) Wind: ASCE 7-02; 140mph (3-second gust); h=2M TCDL=5.0psh, BCDL=3.Cpsf; Category II; Exp B; enclosed; MWFRS gable end zone; Lumber OOL=1.33 plate 9np DOL=1.33. 3) Provide adequate drainage to prevent water panting. 4) This truss has been designed for a 10.0 psf bell chord rive load nonconcunentwiN any other rive loads. 5) This truss requires plate Inspection per the Tooth Count Method when this truss Is chosen for quality assurance inspection. - 6) Refer to girder(s) for truss to buss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 548 lb uplift at Joint 13 and 819lb uplift at joint B. 8) Design assumes 4x2 (flat adi motion) pudins at cc spacing Indicated, fastened to buss TO w/ 2-1 0d nails. LOAD CASE(S) Standard .�qqT i ENSF •.%L% � L i •,IAI C' �a .Ice rmss truss type Dry Pry LEVITT/DLINBAR RESIDENCE 9794 T21A SPECIAL 1 1 5 2 Job Re! ( basal) ,f•L 33407, F 6 6200 s Mar 52005 Mil Industries. Inc Mon Sep 11 13:0527 2006 Papa 1 st-12 loan s1.12 410.4 7+13 5x7 = &1-14 BSe 6-w FIT Scale = 1:91.8 3x4 i 3x4 O Sx5 G W 5 5 7r9—) ASL". 4-k.__. 3 T .._-3 VV3 W6 5x7 = 2. 4 11 2 6 1 T 2 Iv 1 F 2 1 FBI, 111,2x6 1� 1 y� 9 D 1 o ,s 5 = 3x4.= 1x4 II 4x4 = 1xki I1`+ 11x4 II .5x4= 12 11 AM 12 —.0 -- 41x6 = t0a.g 4xi 2 ==i . H17+13 I 2a+o I 21610 I ]oad 10-0a 48a 2-743 2.114 1240 Plate Offsets (x,Y): 12:0.2-6.0.3-01 LOADING SPACING 2-0-0 CS! DEFL In (toe) Well L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.91 Vert(LL) -0.17 11-02 >999 360 MT20 244FI90 TCOL 75.0 Lumberincrease 125 BC 0.64 Vert(rL) -0.4517-12 >794 240 BCLL 0.0 -Rep Shess Incr YES Vve 0.95 Hoa(rL) 0.14 13 Na Na BCOL 10.0 Code FBC2W4/rp12002 (Matrix) Wnd(LL) 0.11 10 >999 240 Weight 214b LUMBER BRACING TOP CHORD 2 X 4 SYP M 14 TOP CHORD Structural wood sheathing directly applied ar44-D w purlins, ezapl end veNrals. BOTCHORD 2 X 4 SYP M 14'E3capt' SOT CHORE) Rigid wilingdirectly FBI 2 X 4 SYP No.3, FC7 2 X 4 SYP No.3 WEBS 1 Row at mldpl applied 12 6-131 w bracing. WEBS 2 X 4 SYP No.3'FxcapV JOINTS 1 BMW at Jl(s): 8 EV72X 4 SYP M 14 REACTIONS Qb/s¢e) 12--1337/Mechanical, 13=13371l Max Hoa 12=1S0l case 5) Max Uptlftl2=531(load was 3), 13=547(load case 4) FORCES Qb)-Maldmum Compression/Maximum Tension TOP CHORD 1-2=187/82, 2-3=1498/667, 3.4=225411029, 45=1883M75, 5E=2236/91S, 1-12=2271131, 7-13=13371547, 6.7=1259/558 BOT CHORD 11-12=58611117, 10.11=760/1715, &10--609/1669, 8.9=767/1981, 7-8=225/464 WEBS 2-11=341300, 3.11=1131/542, 3-10=22WBS, 4-.10=402/r92, 4-9=103(d62, 5-9-45WF4, 5.8=-961124, 2-12-1432/605, 6-8=56(/1530 NOTES 1) Unbalanced roof five loads have been wnsldered for this design. 2) Wnd: ASCE 7-02; 140mph (3-sewnd gust); Ill TCDL=5.0psh, SCDL=3.Gpsf: Category II; E.V B; enclosed; Ml gable end zone; cantilever left exposed: Lumber DOL=1.33 plate grip DOL=1.33. 3) This truss has been designed far a 1ED psf bottom chord live load nonwrcu enl with any other five loads. 4) This truss requires plate inspection per the Tooth Count Method when his truss is chosen for quality assuranw Inspection. - 5) Refer to gircier(s) for Wss to buss connections. 6) Bearing at jaint(s) 13 considers parallel to grain value using ANSIr l 1 angle to grain formula. Building designer should verily capacity of bearing surface. 7) Provide mechanical connection (by others) of buss to bearing plate capable of vrithslanGng 531 to uplift at joint 12 and 547 I6 upfdt at joint 13. LOAD CASE(S) Standard Jab Truss Huss Type Or/ Ply LEVITT/DUNBAR RESIDENCE 9794 ,p,/ HIP H16 I/� 1 1 7 Jab Reference a Gana ll 1�-a 64] 142-7 7 II2-0 lid 7+15 7+15 0.'J _ 4&_ _—___. ..... - 5.00 12 4x6 = ti. II I 9 If 7 1-1A 3N48S7 5>�fi = 16b7 31t}.zo- a-24 1 5X4 1�-ya-_ Ix4 II 7+15 7+15 a 4-0 muuau , , man aep 77 ia:ub:a12ao5 page Scale = 1:72.9 Plate Offsets(X,Y): I3: -3-00.3-41 f5A-3b0.2-17 I70,62-80-3-41 LOADING(psf) SPACING 2-0-0 CSI DEFL in Cue) War Ud PLATES GRIP TCLL 20.0 Plates Increase 125 TO 0.62 Ven(LL) -0.07 9-10 >999 360 MT20 244/190 TCOL 15.0 Lumberinamse 1.25 BC 0,46 Ven(TL) -026 9.10 >956 240 SCLL 0.0 Rep Stress Inc YES WB O.fi3 Hoa(TL) -0.02 7 Na Na BCDL 10.0 Code FEC2004frP12002 (Matrix) Wnd(LL) 0.25 9-10 >994 240 Weight 135lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 14 TOP CHORD Structural wood sheathing directly applied or 5-7-14 oc pudins, except end verticals, BOTCHORD 2 X 4 SYPM 14 and 240-0 oc puffins (6-0-0 max): 4-5. WEBS 2 X 4 SYP No.3 BOTCHORD Rigid miring directly applied or 640 oc bracing. WEBS 1 Row at midpt 3.9 REACTIONS Qb/size) 11=1057/0&0, 7=92VD48 0 Max Hoa 11=298(lcad rase S) Ma: Upld111=890(laad Ease 3), 7=-837(load case 3) FORCES (Ib)-Maodmum Compression/Maodmum Teoslon TOP CHORD 1-2=3111J30, 24=1442/1158, 3A=720/598, 45=585/615, 5-6=664/608, 6�7=-918gg9 BOTCHORD 1-11=3251353,10,ll=590/3W.9-10=1202/1239,8-9=514/565,7-8-12118 WEBS 2-11=951/674, 2-10=638/893, 3-10=233/254, 3.9=774f7B7, 49=193/169, 54-167/59, f>8=715`/85 NOTES 1) Unbalanced roof rive loads have been considered for this design. 2) Wind: ASCE 7-02; 140mph (3-second gust); h=26ft; TCDL=S.OpsF BCDL=3.Opsf; Category 11; Exp B; enclosed; MVVFRS gable end zone; cantilever left exposed ; porch left and right exposed; Lumber DOL=1.33 plate gdp DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load noncanainenl with any other live loads. 5) This truss requires plate Inspection per the Tooth Count Method when this buss is chosen for quality assurance Inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable ofwilhstending 890lb uplift at joint 11 and 8371b uprift at joint 7. 7) Design assumes 412 (bat orientation) pudins at oc spacing Indicated, fastened to truss TC w/ 2-1 Od nails. LOAD CASE(S) Standard WEB BRACING ALTERNATIVES 0 Garitinuous Lateral Brace 2 CONTINUOUS I ATERAL BRACE Web 1x4 S.Y.P. CONTINUOUS LATERAL"tFACING ATTACHED WITH TWO (2) Sd NAILS. OR * 2x4 S.Y.P. CONTINUOUS LATERAL BRACING Detail ATTACHED WITH TWO (2) 12d NAILS, © T-Brace * T—BRACE 1x4 S.Y.P. "T" BRACE STIFFENER NAILED Web FLAT TO EDGE OF WEB WITH 8d NAILS O.C. "T" BRACE TO EXTEND FOR 90% OF WEB LENGTH, OR Section 2x6 S.Y.P. "T" BRACE STIFFENER NAILED FLAT TO EDGE OF WEB WITH 12d NAILS AT 6 — O.C. STAGGERED. "T" BRACE TO EXTEND FOR '90% OF WEB LENGTH. © Scab Brace SCAB BRACE SCAB BRACE OF THE SAME DIMENSION Web AND GRADE AS WEB NAILED TO FACE OF WEB WITH 10d NAILS 8 INCHES O.C. STAGGERED. SCAB BRACE TO EXTEND FOR Section 90% OF WEB LENGTH. L-Brace L—BRACE 2x4 S.Y.P. "STRONGBACK" BRACE ATTACHED Web WITH TWO (2) 16d NAILS TO EACH MEMBER. - "STRONGBACK" CONSISTS OF 2x4'S IN THE Section FORM OF AN "L" FASTENED TOGETHER WITH _ 10d NAILS AT 8 INCHES O.C. IOTES: WHEN A DOUBLE BRACE IS P.EOUIRED, PROCEDURE (S): Ix4 TO BOTH FACES OF WEB, OR 2x5 TO ONE FACE. OR PROCEDURE (C): 2x4 TO BOTH FACES OF WEB. PROCEDURE (A) OR (D) IS REPEATED AT ONE—THIRD POINTS ON THAT WEB MEMBER. j SOUTHERN BUILDING PRODUCTS, Inc. I 1 4922 0rz Awl + d e11111 pFF/ l . I Rest Fain. E_•ad1, Fla ida J34U7 (SEI) 948-6fi46 (NI) 842-5-078 Ia: `�0� �N W � �Q..\ .••....;�'•9,fl /ice ;SOUTHERN, (eo) 232_6.9 FL tr `vat ; �OENs�::r�9 i SOUL M TRUSS of CENTRAL FLOP,10k jvc, I NO.E4 95 I 25 strFL tir'OFV�!' mazieG Auhamdd 732i 1 \ U SS 3 � T i ., (M) M-7171 (W) 9ES-7-M Iax 'COMPANIES SOUTHERN TRUSS of FT. MYERS, Inc. I 93 Sclh su=i - Fag- Pvk /" //�r�/'e 111 1% % F=1 IJ� rtcida 307 ,. (941) 277-5111 (941) 277-52E1 ?c ' EJ7 - 7'-0° 4'(MIN) 12 8'CMAX> JS - 5'-0' J3 - 3'-0- J1 - 1'-0' 3X4 'TYPICAL JACK DETAIL LUMBER TOP CHORD - 2X6#2SP or BOTTOM CHORD - 2X4#2SP NOTE: ALL WOOD TO WOOD J❑INTS SHALL BE TIGHT HIP/ MASTER CJ7 DETAIL 'A' r 17 '— a/—ln 0 CAI 11FICAL CORNER JACK DETAIL 2X4#2SP JS/J3 J1 HIP MAS DETAIL 'B° DETAIL °C° Oj J51 2-16d CON. TOE -NAILED @ Oj 3-16d CON TOE -NAILED @ TUP CHORD 2-16d CON. TOE- TOP CHORD 2-16d CON. TOE NAILED @ BOTTOM CHORD. NAILED @ BOTTOM CHORD, J3 & Jli 2-16d CON. TOE -NAILED . @ TOP & BOTTOM CHORD. O 4-16d CON. @TOP & BOTTOM CHORD O3 2-16d CON. TOE -NAILED @ BOTTOM CHORD & 3-16d CON. TOE -NAILED @ TOP CHORD ® FOR MULTI MEM. HIP MASTER NAIL CJ7 & EJ7 TO THE FIRST MEM. THEN NAIL OTHER MEM, OF THE HIP MASTER TOGETHER PER ENG. DRAWING PLUS 5-16d CON. CLUSTERS @ TOP M. CHORD. TCLL PSF VELOCITY TCDL PSF MPH BCLL PSF HEIGHT FT BCDL PSF TOTAL PSF SPACING 2'-0' UC. TPI 98 DESIGN CRIT, ALLOWABLE STRESS INCR. 1.25 PARTIAL LAYOUT DRAWING ALL PLATES SHALL BE MITEK 20 GAGE. MANUFACTURED FROM ASTM A446 GRADE A. GALVANIZED STEEL, EXCEPT AS SHOWN OTHERWISE, PLATES MUST BE INSTALLE➢ ON BOTH FACES OF JOINTS AND LOCATED SYMETRICALLY, EXCEPT AS SHOWN OTHERWISE. DESIGN STANDARDS CONFORM TO APPLICABLE PROVISIONS OF NDS AND TPI, NOTE, TRUSSES SHALL BE HANDLED, ERECTED AND BRACED IN ACCORDANCE WITH 'BSCI-B1' BY TPI. SEE THIS DESIGN FOR AD➢ITIONAL SPECIAL PERMANENT BRACING REQUIREMENTS. ALL TOP CHORDS SHALL BE LATERALLY BRACED WITH PROPERLY ATTACHED PLYWOOD SHEATHING AND BOTTOM CHORDS WITH RIGID CEILING, UNLESS NOTED OTHERWISE. SOUTHERN BUILDING PRODUCTS STC@SOUTHERNTRUSS,COM o�0e��il�1e�i ST 8004922 ? 32 0509DYER U/E(561) 848E6646P/L 561)A842 5676 fax CH, FL, 33407 �w0°�t�? �G N.W. wg9r���. CENTRAL FLORIDA DIVISION -q, v S'p1% s STCF@SOUTHERNTRUSS,COM a No.54595 95 BENNETT STREET / AUBURNDALE, FL. 33823 T (866) '71 -TRUSS / (863) 965-7173 / (863) 965-7383 fax �a��I�• `s IVISID S � M@SOUTH RNDTRUSS COM 95 SIXTH STREET / PAGE PARK / FT. MYERS, FL, 33907 (800 283-5545 / (941) 277-5111 / (941) 277-5283 fax V E 4 4 3X4 3X4 �j i-on 3X4 3X 3X4 �)_on 2X4 `2 �oTToM2X4 P VALLEY u a6 zieA 52 D �",4 f 1_ �is� Imo: Fes' 11DE T-BRACW-- cN YEWICALS WITH HEk- T OVER vALLSY TFZ-" C CrkXA DETAIL b° U°EDGE NAILED TO MZU1 OR 5ECUT B.C. ON VALLEY C4 TFUZSES Lu Tw TWO HuRfPJcAWE CLIPS. VALLE 1Y TFUGGE 3 4 _ . i NOT'. !L44EN VALLEY TES' SE3 ARE CCn'•E,(EGT=p DIRECTLY TO TOP Ci O� WM4 MIND-tLTI GP 2-0" NAIL® P-AC4-4 Tom, lT WILL j SUPICM3"My.BP-ACE TCP CH- R AND TRE=Lace.56LIEATHtirL11 j vRY LOADS uA13D LOAns ALL P-ATES SHALL EE MEEK 20 C14C-'e, rV44FACTL'�D' M-IM ASTI M A4-46 A. G4 VANS r�.� STL— 2>=E A5 54=N aFL-TE9 MIST aE 1?�CALLM v=..LG�YIY CN eVTH F:A== CF J;VNM AND LCC47= S G4LLT, r7(C'cT Ab Sim 03,s� DBB;nK STANDA: DB To cnL F6'r AFRICApLE CF MD9 At V TPL T +-Mic rr i�T-c T 9 BFbtLt 5E FSAld>1.f=<>, Mw-cTEDo AHD chi ACED RL ,Arm WM4 9423--9° Ar,V L PEF MkCMo rc x DIAL TM v L0W31 CdT � T� �yLL E LL ERAcZD IM FMC 1. F y ATTAZ l+'MD SCTGN CFIGFsDB 9$TH RYub CEIL9�L-, 1�H7..Ea �AL7-r'"D FLTLLYX.-D SUUTHERN BUILDING PRODUCTS Ii1lelAaa STCCSOUTHERNTP,USS,COM 400) DYE-, SOUTHERN ag / (61) / WEST CPALM BEACH, 56 33407 �e�Qt��...W.;, (800) 232-0509 / (561) 848-6646 / (561) 842-5678 fax CENTRAL FLORIDA ➢IVISION TRUSS STCFCSOUTHEP.NTP.USS,COM No.54395 95 BENNETT STREET / AUBURNDALE, FL, 33923 (856) 71-.TRUSS / (863) 965-7173 / (963) 965-7382 Fax `e TA Vlf O�_ FORT OUTHE ➢MST O s 4� � STFMCSGUTHEP.NTRUSS,CGM PgL 95 SIXTH STREET / PAG_ FAF.K / FT. MYERS, FL. 33?07 / EC% (800 283-3545 / (941) 277-5111 pay NAL, / (941) 277-5283 ,`_„ ON 2X4 it SP U;Ras 2UA VA 440 4X4 2X3 4X4 4X4 4X4 5X4.'—!�' 4X4 4X4 3X4 �Te0 PC-F ...-� � TP1 s �.'C3d cFdG oxs -IT - NOTE. FT O-ADE T-SRACING- CN VERTICraLS WITH I EIGM OVER l'-S°. VALLEY TRU55 CONNECTfON DETAIL 60 WEDGE NAILED TO TRI�% OR BEV'cLL CUT B.C. ON VALLEY TR 55ES WITI.1 TWO NUd21CANE CLIPS VALLEY Y5 P OTE- 06EN VALLEY TMlSSEy Alq=— CC ECTED DIFUC TLY TO Top CPZRO U714 MIAll1 U-4, OF 2-8d NAILS EACH Tom, 1T WILL reLFFICIENTL`f ORACE 7OP C-Ho; FIND PEPLACE eHr=ATI4W ALL'r^.Arm-S SHALL BE Mf EK 299 C. GE. P'� FFWM Asm Aft GP.41 - A, GALYONaE STrS- Bc::EFT AS eJ-=N GTF-=RaSZ FL MS MrT ME MTALLBD CK B.OTN FAQ CF JoMs AP® LCCAT�? ST"M CLLLr, EST AS - ;=k OTF DEVej STAT�DAv=�6 C NTop;M To MOfa T�l�s3 t�V,ALL t F �[7, ETcDTED R'� B Rl t-L DAA =14 `Ai5-'E' AC) `�`FT-P�° �T- TF1 � THiS �src-mot � .a�rrr� �c4Aa. ��•�, aTr :� �^- �,r�. ALL TCP CS#C Ss °, t EE LATE aLLT ^c.�.1,lM MWF- Y ATTAC7--D ri7LLil.'D SOUTHERN BUILDING PRODUCTS STC@SOUTHSOUTHERN spy (800) 232 OS 9ll 4922 DYER BOULEVARD (51) 848 E664ST 6PA1N 6 BEACH, 56783 Fax RNTRUSS.COM'°°°�QN�.. !w ra�A9 Be, S"•` U g E N CENTRAL FLORIDA ➢IVTS10N e y A�•%,\GEP/S'•.. rm STCF@SOUTHERNTRUSS.COM Na.54395 •.9 ". 95 BENNETT STREET / AUBURN➢ALE, FL. 33823 SL hb (866) 71-7RUSS / C863) 965-7173 / (863) 965-7383 fax T �.7 FORT MYERS DIVISION PAN g3. STFM2S7UTHEP.N7RUSS.COM 'c�. '• �RIDP °° �d S5 SIXTH STREET / PAGE PARK / FT. MYERS, FL. 33307 s'pq'• �y •p• `�G� °°° <BCO 283-55?5 / (9?ll 27?-5111 / C941) 277-5223 Fax 7/i�l_AL.0 TU1; 3 !3 COMPA i :xa 02 2X402 u.)r=E�G 21tA ft Z' j* L�- DETAIL m, NOPB: PROVIDE T-ER-A: M CN VEWrr WrrH os�ia 1,-s% ALS E s yr a-cca ieiiv L*•:S/r9 iT, I I WILL iC Y +a lid yFFi rim 3�D w ISPEATNM STC2SUUTHERNTP.USS,CUM 4922 DYER, BOULEVARD / WEST IP.AL M BEACH, FL. 33407 (800) 232-0509 / (561) 848-6646 / (561) 842-5678 fax CENTRAL FLORIDA DIVISION STCFPSOUTHEP.NTRUSS.COM 95 BENNETT STREET / AUBURNDALE, FL. 33823 (865) 71JRUSS / (853) 965-7173 / (863) 965-7382 'a - FORT MYERS ➢IVTSTON STFM2SOUTHEP.NTRUSS,COM 95 StXTH STREET / PACE PARK / FT. MYERS, FL, 33907 (300 283-5545 / (941) 277-5111 / (941) P77-5233 Fax v No.54395 = 9 W. Jab - Truss Truss Type pry Ply LEVITY/DUN 1, R RESIDENCE 9794 '^ CJ7 MONO TRUSS q 1 U Baim lob Reference fpb 0 ^ _ Beaa_ _ _ � _ 6.200 s Mar 5 2005 MTek IntlusMes, Inn Mon Sep 11 73:05:05 2006 Pape 1 Scale = 1:25.0 o a 3A = 1.5X4 LOADING(ps1). TCLL 20.0 SPACING 2-0-0 CSI DEFL . in Q.) Veen L/d PLATES GRIP TCOL 15.0 Plates Increase Lumberincrease 1.25 1.25 TC 0.41 Vert(LL) -0.11 6.7 >872 360, MT20 2441190 BCLL 0.0 Rep Stress Inv NO BC 0.61 WE 0.20 Veri -0.40 Horz(1L) 0.01 6-7 >243 240 4 Na Na BCDL 10.0 . Cod. FEC2009TP12002 (datdx) Wind(LL) 0.05 6-7 >999 240 Weight 44 to LUMBER BRACING BOPCHORD 2X 4 SYPM 14 BOB CHORD 2 X 4 SYP M 14 TOPCHORD Structural wood sheathing directly applied or 6-0-0oc udins. p 2X45YP No.3 BOT CHORD Rigid ceiling directly applied or 9-6-11 ac bracing.WEBS REACTIONS (Iblsae) 4=276/Mechanital, 5=372/Medlanical, 7=448/0-115 Max HOM7-275Qoad case 5) Max Uplift4=293Qoad case 3), 5=217Qoad case 3), 7=294Qoad cese 3) FORCES (lb) -Maximum Compressian/Madmum Tension TOP CHORD 1-2=-386I9, 23=35417, 3-0=106/57 BOTCHORD 1-7=11LM6;6-7=584/573.56=010 WEBS 2-7=47/92, 3-7=362/450, 3-6=631/fi43 NOTES 1) Wind: ASCE 7-02; 140mph (3-second gust); h=26ft; TCDL=5.0psF BCDL=3.Opsh Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left exposed; Lumber DOL=1.33,plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nnnconaurent with any other five loads. 3) This truss requires plate inspection per me Tooth Count Method when this Wss is chosen for quality assurance inspection. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 293lb uplift at joint 4, 217lb uplift at joint 5 and 29411, uplift at joint 7. 6) In the LOAD CASE(S) section, loads applied to the face of the truss am noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular, Lumber Increase=1.25, Plate Increase=7.25 Trapezoidal Loads (pit) Vert: 1=0(F=35, 8=35)4o4=-173(F=52, B=52), 1=0(F=10, B=70}to-5=-09(F=-15, B=15) Job =1 Truss Truss Type ON PN LEVITTIDUNBAR RESIDENCE 97941 J1 MONO TRUSS 20 2 Job Reference v 5ona Soµfnem Builing PmducLs, West Palm BeaW,FL 33407, Felix B. 62o0 s Mar 5 2005 Mil Industries, Inc Mon Sap 11 1305A3 2006 Paga 1 1U — 1fia 5.00 12 T1 131 2.5%4 = 3 LOADING SPACING 2-0-0 CS! DEFL in Doc) Well Lid I PLATES GRIP TCLL 20.0 plates Increase 1.25 TC 0.02 Veit(LL) -0.00 1 Nr 120 MT20 2441190 TCOL 15.0 Lumber lnaease 1.25 SC 0.01 Ved(TL) -0D 00 1 Nr 120 BCLL 0.0 Rep Stress Ina YES WB 0.00 Harz(TL) 0.00 Na Na BCDL 10.0 Cade FBC2004/rP12002 (Matrix) Weight 3@ LUMBER BRACING ' TOPCHORD 2X 4 SYPM 14 - TOP CHORD Structural mad sheathing directly applied or 1-00cc puriins. BOT CHORD 2 %4 SYP M 14 BOT CHORD Rigid calling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) 3=10IM-chanica1,2=79/Metchanlcal Max Hom 3=7000ad case 1). 2=700oad case 1) Max UPlift2=-40(load case 3) Max GMV3=20(load case 2). 2=79(load case 1) FORCES (lb) -Maximum Campressivn/maximum Tension TOP CHORD 1-2= 7/98 SOT CHORD 1-3=70/45 NOTES 1) W1nd: ASCE 7-02; 140mph (3-second gust); h=26ft; TCDL=5.Opsf, BCDL=3.0psf; Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load n0mcla ment with any other live loads. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of "as to bearing plate capable of vdthstantling 40lb uplift at Joint 2. 6) Non Standard bearing condition. Review required. LOAD CASE(S) Standard Scale = 1:8.1 .j ob truss Truss Type city Ply LEVI111',1 BAR RESIDENCE i794 � J3 MONO TRUSS 13 1 3 Job Reference ti n southern__....._ ..___...., .. �,,, r'sm beam, J340r, ceux B. - 6200 s Mar 5 2005 N9Tek Industries, Ina Mon Sep 11 13:05a14 2006 Page l Scale = 1:12.9 p LOADING(psp SPACING 2-0-0 C51 DEFL in Qoe) Vdetl Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.07 Vert(LL) 0.00 5 -999 360 MT20 2441190 TCDL 16.0 Lumberincrexse 1.26 BC 0.08 Vert(TL) 0.00 5 >999 240 BCLL 0.0 Rep Stress Ina YES WS 0.03 Horz(TL) -0.01 3 Na n/a BCDL 10.0 Code FBC20047TPI2002 (Matrix) W1nd(LL) . 0.00 5 -999 240 Weight 101b LUMBER BRACING TOP CHORD 2 X 4 SYP M 14 TOPCHORD Structural wood sheathing directly applied or 3-0-0cc pudms. BOT CHORD 2 X 4 SYP M 14 BOT CHORD Rigid ceiling directly applied or 10-0-0 co bracing. WEBS 2X 4 SYP No.3 REACTIONS Qbtshe) 3=28/Mechaniral, 4=.&Merhanlcal, 5=24il Max Ham 5=770°ad case 3) Max UFM3�400oad case 3), 4=-60cad rasa 1).5=570oad case 3) Max Grav3=280oad rase 1).4=11(load rase 2), 5=2420oad case 1) ' FORCES Qb)- Maximum CompreesioraMaximum Tension TOPCHORD 1-2=69/40,2-3=-32r7 BOT CHORD 1-5=-0 .45=0/0 WEBS 2-5=164/94 NOTES 1) W1nd: ASCE 7-02; 140mph (&second gust); h=26ft; TCDL=5.Opsf: BCDL=3.Opsh Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom Nord live load ncirwrlwarent with any other live loads. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 4) Refer to girders) for buss, to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 401b uplift atfoint 3, 6lb uplift at joint 4 and 67lb uplift at joint 5. LOAD CASE(S) Standard Ill0 ENSF 9T�9 `STAI ®9�i Jab Tru •ss Truss Type Oty Pry LEVITY/DUNBR AR ESIDENCE 9794 J5 MONO TRUSS 1 Southern Burling Products, West Palm BeaW.FL 3340T, Felix B. Job Reference (optional) 4 . _ _ 6.200s Mar 52a05 NsTek lntlustdes, Ine Mon Sap'I 773.05:042006 Pagel TOP CHORD 2X 4SYP M 14 BOT CHORD 2 X 4 SYP M 14 WEBS 2 X 4 SYP No.3 REACTIONS Outsize) 3=107/Ml hanical, 4=33/Merhanical, 5=304/046 o Max Horz5=122(load case 3) Max Uplift3=910cad rasa 3), 4=B(load case 3), 5=89(load case 3) Max Grav3=107(load mse 7), 4=62(load case 2), 5=304(laad case l) FORCES (lb) -Maximum Compression/Maximum Tension TOP CHORD 1-2=128/50, 2-3=56131 BOTCHORD 1-5=0/122,45=0/0 WEBS 2-5=246/166 BRACING TOP CHORD Structural wood sheathing directly applied or 50.0 cc purrins. BOTCHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES 1) W1nd: ASCE 7-02; 140mph (3-second gust); h=26ft; TCOL=5.0psf: BCDL=3.Opsf: Category II; Exp B; enclosed: MINFRS gable end zone; Lumber DOL=1.33 plate gdp DOL=1.33. 2) This truss has been designed for a 10.0 pat bottom chord live load nonconau ent with any other live loads. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 4) Refer to girder(s) for truss to "as connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 3, 61Is uplift atjaint 4 and 891to uplift atjaint 5. LOAD CASE(S) Standard W. 1y99 ��i F %c tik:� oe muss Tmss Type Oty Pry LEVITi/DUNBAR RESIDENCE )794 J5A MONO TRUSS 2 S th B P dPam a. J b Ref ( b n 5 - - 6200 a Mar 5 ZOOS wex Industries, Inc. Mon Sep 11 1305:052006 Page / Scale = 1:17.6 LOADING (psi) TOLL 20.0 SPACING Plates Increase- 2-041 1.25 CSI DEFL in Qoc) Well Uri PLATES GRIP TCDL 15.0 Lumberincrease 1.25 TO 0.24 BC 0.11 Vert(LL1 -0.01 3-4 >999 360 MT20 2441190 BCLL 0.0 Rep Stress Ina YES WE 0.00 Vert(TL) -0.03 Horz(TL) Q02 3-4 >999 240 2 Na Na BCDL 10.0 Code FBC2004?PI2002 (Matrix) W1nd(LL) 0.01 a-4 >999 240 Weight 131b LUMBER TOP CHORD 2 X 4 SYP M 14 BRACING - CHORD 2 X 4 SYP M TOP CHORD Structural wood sheathing directly applied or 5�0-0 oc pu ns, except end verticals. WEBS 2X4SYP No.3 BOT CHORD Rigid calling directlyor 10 -0-0 oc bracing. iling appliedEBS 9. REACTIONS Qb/size) 2=123/Mechaniml,4=171/0.3-8,3=48/Mechmiral Max Harz 4=a5(load rase 3) Max Upfift2=-97Qoad case 3), 4=38(load rase 3), 3=8(lwd wse 3) Max Grav2=123Qoad case 1), 4=171(load wse f), 3=750wd mse 2) FORCES (Ib)- Maximum Camprassion/Mapmum Tension TOP CHORD 1-2=55/37, 1-4=142/69 BOTCHORD 3 0/0 NOTES 1) W1nd: ASCE 7-02; 140mph (3-second gust); h-26ft TCDL=S.Opsf. BCDL=3.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate gdp DOL=1.33. 2) This buss has been designed for a 10.0 psf bottom chard live load n0nwncumentwith any other live loads. 3) This truss requires plate inspection per the Tooth Count Method when this truss Is chosen for quality assurance inspection. 4) Refer to girder(s) for buss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 It, uplift at joint 2, 38lb uplift aticint 4 and 8lb uplift at Joint 3. LOAD CASE(S) Standard Job Truss Truss Type cryN LR Edl I PEUNBAR ESIDENCE 9794 CAA MONO TRUSS 2 1 Job Ref pd n 6 Sy....•.••...•...,eProducts,„m;u ,�_calm eea,rcaOl, FelIXe. 6200s Mar 5200.5 hbTek lndusNes, Inc Mon S-P 1113:05:052006 page Scale = 1:14.1 LOADING g, SPACING 2-0-0 CSI DEFL in Qoc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 125 TC 0.09 Ved(LL) 0.00 5 -999 360 MT20 244/190 TCOL 15.0 -SCLL Lumberincrease 1.26 BC 0.10 Vert(n) -0.00 45 >999 240 0.0 Rep Stress Ina NO ➢VB 0.03 Hoa(TL) -0.02 3 r Na POOL 10.0 Cod. FBC2004/rP12002 (Matrix) Wnd(LL) 0.00 45 -999 240 Weight 16Is LUMBER TOP CHORD 2 X 4 SYP M 14 BOT CHORD 2X 4SYP M 14 WEBS 2X 4 SYP Nc.3 BRACING TOP CHORD SVucNral wood sheathing directly applied or 4-11.11 oe pudins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oe bracing. REACTIONS (lb/size) 3=77/MCWanip1.4=21/Mechmical,5=pfi11-1(-10 Max H=5=649oad case 3) Max Upfft3=-96Qoad case 3), 4=-15Qoad rase 6), 5=-64Qoad case 3) Max GMV3=77(load ease 1), 4=33(Iead case 2), 5=192(oad case 2) - FORCES lib) - Maximum Compressionlyh dmum Tension TOP CHORD 1-2=66/17, 2-3=43/16 BOTCHORD 1-5=0/64,450/0 WEBS 2-5=135/97 NOTES 1) Wind: ASCE 7-02; 140mph (3-secand gust); h=26ft; TCDL=S,Opsf; BCDL=3.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chard live lead nencenaarenl with any other live loads. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Refer to girder(s) for Was to truss connections. 5) Provide mechanical cmmectien (by others) of truss to bearing plate capable of withstanding 96Ib uplift at joint 3, 15lb uplift atJoint 4 and 54lb uplift at joint 5. 6) In the LOAD CASE(S) section, loads applied to the face of the Was are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular, Lumber Increase=125, Plate Increase=125 Trapezoidal Loads (plQ Vert: 1=0(F=35, B=35)-to-3=87(F=8, B=6),1=0(F=10, 3=10)-to4=25(F=2, 8=2) 1 °b Truss Truss Type Ory Ply LEVITY/DUNBAR RESIDENCE 1-7 J86 SPECIAL 2 1 76 m B II P J bR f (pti 0 • 6200 s Mar 5 2005 MRek Industries, Inc Man Sep H 13:0506 TOOfi Page t 1 2 1X4 II 1X4 II V Scale = 1:27.2 o m M 0 N LOADING(psp TCDL 20.0 SPACING 2-0-0 CSI OEFL In (lac) UdellDtl PLATES GRIP TCDL 15.0 Plates Increase 1.25 Lumber Increase 1.25 TC 0.30 Ved(LL) -0.05 7 >999 360 MT20 2441190 BCLL 0.0 Rep Stress Inv YES BC 0.37 W 13 0.09 VedM) -0.14 Hcrz(rQ -0.07 6.7 -511 240 5 n/a rVa BCDL 10.0 Code FBC2004/rP12002 (Mahix) W1nd(LL) 0.14 7 >526 240 Weight 291b LUMBER BRACING TOP CHORD 2 X 4 SYP M 14 BOT2X4SYPM14 TOP CHORD Structural woad sheathing directly applied or 5-0-0 oc purrins, except WEBS S 2 X 4 SYP No.3 2-0-0 cc Purim; (6-0-0max): 34. BOT CHORD Rigid railing directly applied of I O4O oc bracing. REACTIONS (ib/size) 5=162IMeclranical. 6=84/Merhallol, 9=438/1-4-0 Max Hoag=232(load case 5) Max Uplift5=1790oad rase 5). 6=420oad case 5), 9=225(Icad case 5) Max Grav5=162(load ease 1). 6=99(load case 2). 9=438goad case 1) FORCES Qb)- Mabmum Compression/Maximum Tension TOP CHORD 1-2--166/26, 2-3=109/0, 3-4493/0, 45=-80/53 BOTCHORD 1-9=0/195, 39�7H 7, 7-8=70/9, 8-7=0N WEBS 38=1321308, 447=124/104, 2-9=220/118. NOTES 1) Unbalanced mof live leads have been considered for this design. 2) Wind: ASCE 7-98; 140mph (3second gust); h=26ft; TCDL=S.Opsf; BCDL=3.0psF, Category II; Esy B; enclosed; MWFRS gable end Zane; Lumber DOL=1.33 plate 90P DOL=1.33. 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nancomufrent Win any other live loads. 5) This Was requires plate Inspection per the Tooth Count Method when this truss is chosen far quality assurance Inspection. 6) Refer to girder(s) for truss to buss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 179 lb uplift at joint 5, 42lb uplift at joint 6 and 2251b uplift at joint 9. 8) Design assumes 42 (gat orientation) pudins at cc spacing indicated, fastened to Was TC w/ 2-1 ad nalls. LOAD CASE(S) Standard eN w. wg9T \%rFIYg '4�9 °b rNu Truss type Oty, PA' LEVITT/DUNBARRESIDENCE 1794 J8A SPECIAL 9 h 2 1 Job R fe f ti 0 8 fi200 s Mar 5 2005 MTek Industries, Ina, Man Sap 11 1305 W 2006 Page 1 1 2. S)� 834 )da 4X4 = 5 1X4 II 1X4 II V Scale = 1:31.3 LOADING(psi) TCLL 20.0 SPACING plates Increase 2-00 125 CSI DEFL in I=) Udell UdrWelght:321]s PLATES GRIP TCDL 15.0 Lumber Increase 125 TC 0.35 BC 0.30 Vert(LL) -0.04 Vert(TL) -0.11 8-9 >999 3fi0PL 8-9 >635 240 244/190 BCLL 0.0 BCDL 10.0 Rep Stress Ina YES WE 0.18 Horr(TL) -0.06 5 n/a 9, Code FBC2004/rP12002 (Matrix) W1nd(LL) 0.11 8-9 >655 240 LUMBER TOP CHORD 2 X 4 SYP M 14 BRACING BOT CHORD 2 X 4 SYP M 14 TOP CHORD Structural wood sheathing directly applied or6-0-0 oc u P dins, except WEBS 2%4 SYP No.3 241-0 oc pudin.): ns (6A-0 ma3-0. _BOTCHORD Rigid ceiling directly applied a 10-0-0 on bracing. REACTIONS (Ib/size) 5=209/Mecltanicdl, 6=37/Mechmical, 9=438/1h0 MaX Horzg=2320oad case 5) MaX UP5115=2289oad case 5), 9s225(load case 5) Max Grev5=209(load case 1). 6=3900ad case 2), 9=4380oad case 1) FORCES (Ib)- Maximum COMPressionlMaximum Tension TOP CHORD 1-2=15510,2-3=11410, 3J1=2310, 4-5=92/78 BOT CHORD 1-9=0/ifi8, &9=fi4/47. 7-8=3023, 6.7=0/0 WEBS 3-8=420/586,47=531/397,2-9=2661225 NOTES 1) Unbalanced roof five loads have been considered for this design. 2) Wind: ASCE 7-98;140mph (3second gust); h=28ft; TCDL=5.Opsf; BCDL=3.Opsh Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chard live load nonconcument with any other live loads. 5) This truss requires plate Inspection per the Tooth Gaunt Method when this truss; is chosen for quality assurance Inspection. 6) Refer to girder(s) for truss to buss connections. 7) Provide mechanical connection (by others) of muss to bearing plate capable of withstanding 228lb uplift at joint 5 and 2251b uplift aljoinl S. 8) Design assumes 41C2 (flat onentation) pudins at oe spacing indicated, fastened to truss TC w/ 2-1 Oil nails. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply LEVIT'f/DUNBAR RESIDENCE 9794 J8 MONO TRUSS 1 1 9 • 6outhem Bulling Praduats, West Palm Bearh,FL 3U07, Fefa B. dab Reference a tianal fi.200 s Mar 5 200.5 NUTek Industries, Ina Man Sep 11 73:0.5:072-0b Page 1 740 Scale = 1:27.0 1A 11 tea gyp LOADING(pso SPACING 2-00 CSI DEFL In i1m) Well Ld PLATES GRIP TCLL 20.0 Plates lnaease 1.25 TC 0.42 Ven(LL) -0.05 4-5 >999 3W MT20 244/7 g0 TCDL 15.0 Lumberincrease 1.25 SC 0.27 Vert(TL) , -0.17 45 a445 240 BCDL 0.0 Rep Stress Ina YES - VVB 0.10 Hoa(TL) 0.07 3 Na Na BCOL 10.0 Code FBC2004rTP12002 (Matrix) ,Wnd(LL) 0.08 4S >988 240 Weight 251b LUMBER BRACING TOP CHORD 2 X 4 SYP M 14 TOP CHORD Structural wood sheathing directly applied or fi-D-0ac unins. WEBS 2X 45YP No.3 BOT CHORD 2 X 4 SYP M BOT CHORD Rigid ceiling directly appried or 1040 ae bracing, p REACTIONS (Ib/size) 3=196/Merhanid,4=73/Mechanical,5=41511-4-0 Max Harz5=1820wd case 3) Max Uplift3=1510oad a 8 3), 4=600ad rase 4), 5=1a5(load case 3) Max Grav3=19600ad rase 1), 4=1180aad rase 2), 5=415(load case 1) FORCES (Ib)- Maximum CamPremn-n/Maldmurn Tension TOP CHORD 1-2=22SGB, 2-3=93/59 BOT CHORD 15=0/782, 45=aM WEBS 25=A00r318 NOTES 1) VNnd: ASCE 7-02; 140mph (&second gust); h=26ft; TCDL=5.Opso BCDL=3.Opsf; Category II; Exp B; endosed; MWFRS gable end zone; wrtilever left exposed ; Lumber DOL=1.33 plate grip OOL=1.33. ' 2) This truss has been designed for a 10.0 psf bottom chard five load nonconcumenl with any other live loads. 3) This truss requires plate inspection per the Tooth Count Method when this buss is chosen for quality assurance: Inspection. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connector, (by others) of truss to beading plate capable of'Mthstanding 151 lb uplift at joint 3, 6 in uplift atjoinl4 and 185lb uplift at joint S. LOAD CASE(S) Standard .ab Tmss Truss Type city Ply LDUNBARRESIDEN:E 9794 H7 HIPSipu1 1EVITY/Job Rftgsp%� 1 tt thEaling Products, W st p l B a,FL 334W, F.IrK B 6.200 s Mar 52005 MTek industries, Ina Mon Sep 11 t3:0a:ac 2mb Page 1 1� 7-0a 11-0-13 15e8 ZtdB y2.gg ida saa ao-u a+tz sas iia 4x7 = 5.00 f 12 3x4 = 4x7 = 3x4 = 11 10 2x6 II 7x8 = aaai, 7x8 = 2x6 II 2zaa 1-0a daa saa acre saa n<n,.�.n Scale = 1:45.7 ra m Io Plate Offsets My)' F10 U-2 12 Edo 1 LOADING(psp SPACING 24W CSI DEFL In Q-) I/de8 Ud PLATES GRIP TOLL 20.0 Plates Increase 125 TC 0.52 Vert(LL) -0.14 9.10 >999 360 MT20 2441190 TCOL 1S0 Lumberincrease 1.25 BC 0.75 Vert(TL) -0.49 9- >996 240 BCLL 0.0 Rep Stress Ina NO WB 0.98 Hoa(TL) O.M 8 Na Na BCOL 10.0 Code FBC2004TTPI2002 (Mabild Wnd(LL) 0.23 9-70 >999 240 Weight 1111b LUMBER BRACING TOP CHORD 2 X 4 SYP M 14 TOP CHORD Structural woad sheathing directly applied or 3-9-1 oc pudins, except SOT CHORD 2 X 4 SYP M 14 WEBS 2X 4 SYP No.3 2-0-0 oc purims (3-11-0 all 35. , BOTCHORD Rigid ceiling directly applied or 10-a-0 cc bracing, Except 5-0-0 oc bmcing:9.10. REACTIONS (lb/size) 11=201210.&0, 8=2018/0-84) - Max Hoa 11=50(load case 6) Max Uplift11=1161(laad case 3), 8=1165Qoad case 4) FORCES (lb)- Maldmum Compression/Maximum Tension TOP CHORD 1-2=-301/167, 2-3=3380/2049, 3-0=3092/1967, 4-5=306611952, 5-6=3377/2046, 6-7=293/767 BOT CHORD 1-11=1791321,10-11=1951321, &10=212918498, &9=178/313, 7-8=178/313 WEBS 2-11=1880/1167, 2-10=1616/2746, 3.10=262/573, 4-10=591/417, 4-9=-619/431, 5- =259/569, 6-9=1615/2753, 6-8 -1890/1169 NOTES 1) Unbalanced roof live loads have been considered far this design. 2) Wind: ASCE 7-02; 149mph (3-second gust); h=26t1; TCDL=5.0wt BCDL�.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. - 4) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this bass is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1161 to uplift at joint 11 and 1165 to uplift at joint 8. 7) Design assumes 4x2 (gat orientation) pudins at cc spacing indicated, fastened to toss TC w/2-10d nails. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 276lb down and 1801b up at 740-0, and 276 lb clown and 180Is up at 15-9-8 on top chord, and 3721b dawn and 243 Ib up at 7-0-0. and 3721b doom and 243 to up at 15-M on bottom chord. The desigNselection of such connecticn device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the Wss are noted as front F) or book (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pip Vert: 1-3=70, 3-5=139(F=69), 5-7=70, 1-10=20, 9-10=-29(F=9), 7-9:-20 Concentrated Loads (Ib) ' Vert: 3=-276(F) 5=276(F) 10=372(F) 9= 72(F) - :W' 11?C'ENSFN;T�9 Joe Truss Huss Type Dry Ply LEVITT/DUNBAR RESIDENCE 9794 H9 HIP 1 1 S m m B I Pnx1 J b R f r u n? _..----_,..__.. _,.,, ..__.,,,F�-r „aur,reiu o. - - 6.200s Mar 5200.5 MRek lndustnes, Inc Mon Sep 1113:115:082006 Pagel 1i 7b -' -10 tx4 II aaa 4X7 = 4x7 = 5.00 FIT 3 4 9 5 5x6 = 4x4 = 740 7 = U4 II 2z-sa toal�ap lsas 1L0040 Ida I 65a I iT Scale = 1:50.4 Plate Offsets fX Yl' 11'0.0.10.0.111 I6:0-0-1- 0.11119'0.2-60.3-01 LOADING(ps9 TCLL 20.0 SPACING 2-&0 ON DEFL In V-) Well Ud PLATES GRIP TCDL 15.0 Plates Increase 1.25 TC 0.65 V-dU) -0.15 9-70 >899 360 MT20 244/190 BCLL Lumber Increase 1.25 BC 0.41 Vert(TL) -0.26 9-10 >937 240 0.0 Rep Stress Ina YES WB 0.31 HOR(TL) 0.02 7 We We BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Wind(LL) . 0.09 9.10 >999 240 WeJght: 1051b TOP CHORD 2X 4 SYPM 14 SOT CHORD 2X 4 SYPM 14 WEBS 2 X 4 SYP N0.3 REACTIONS (lb/size) 10=1026/0.8-0,7=10261&8-0 Max Hoe 10=63(Ioad case 5) Max UPfdl10=529(Ioad case 3). 7=5290oad case 4) FORCES cab)-Madmum CompressionlMWdmum Tenslan TOP CHORD 1-2=-509/154, 2-3=1342/655, 3-4=1140/868, 4.5=134216s5, &6=509/157 BOT CHORD 1-10=221/557, &10=-284/557, &9=470/1140, 7-8=224/557, &7=-224/557 WEBS 2-10=-8921598, 2-9=280f7g3, 3.9=&187, 4A=(/187, 58=281?93, 5.7=892/597 BRACING TOPCHORD Structural wood sheathing directly applied or 548-5 cc purlins, except 2-0.0 ec pudins (&0-0max): 34. BOT CHORD Rigid railing directly applied or 10A0 0o bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 140mph (3-second gust); h=26ft: TCDL=S.Opsh BCDL=3.Opsf; Category it; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water Funding. 4) This truss has been designed for a 10.0 psf bottom Chard live load nonconcu em with any other live loads. 5) This truss requires plate Inspection per the Tooth Count Method when this buss is chosen for quagty assurance Inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 529lb uplift at joint 10 and 52911b uplift at joint 7. 7) Design assumes 4x2 (flat orientation) pudins at oc spacing indicated, fastened to buses TC w/ 2-10d nails. LOAD CASE(S) Standard Job Trou I Troaa Type Ory Ply LEVITTIDUNBAR RESIDENCE 9794 H11 HIP 1 1 n 1 a IL S m B gProducts,W tP 1 Barn W FL 334F 3 bR f B 8.200s Mar 52005 heTeklndushles, Ine Mon Sep 1173:0.5:092006 Pagel tea 6.0 1140 149 167A zts-e 2z-sa too aloe Mod 41oa 0.16a tea SCale = 1:56.1 LOADING (psf) TCLL 20.0 TCDL 15.0 SCLL 0.0 BCOL 10.0 LUMBER TOP CHORD 2 X 4 SYP M 14 BOT CHORD 2 X 4 SYP M 14 WEBS 2X 4 SYP No.3 5.00 12 n I0 0 10 a ., — — 3x4 zp, 5x8 = 3x4 g:,, 14aGk4 __ 1140 215 2 140 9$a' 10. UAa 040 40 -01 SPACING 2-0.0 CSI DEFL in (I-) Itself Us PLATES GRIP Plates Increase 1.25, TC 0.24 Ven(LL) -0.13 9-10 >999 360 MT20 2441190 Lumberinaesse 125 BC 0.57 Vert(TL) -0.33 9-10 >731 240 Rep Stress Ina YES VA 0.58 HOR(TL) 0.04 8 Na Na Code FBC2004/rP12002 (Matrix) W1nd(LL) 0.04 9 >999 240 Weight: 112 Is REACTIONS (Ib/sBa) 10=1026a".8=1026/048-0 Max Hors 10=-790cad case 6) Mal UpliR10=4170aad was 3). 8=417(laad case 4) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purons. BOTCHORD Rigid ceiling directly applied or 10-0-0oo bracing. FORCES (lb) -Maximum Compression/maximum Tension TOP CHORD 1-2=425/0, 2-3=-411/112.3-4=1123/489, 45=1123/488, 5�6=411/112, 6-7=-02510 BOTCHORD 1-10=3/356,9lW 464/1181,&9-444/1181,7-8=3/358 WEBS 2-10=251/238, 3-10=70B4/509, 3-9=286/253, 4S=130/485, 6-8=251/238, 58=1084/509, 5.9=2861254 NOTES 1) Unbalanced roof live leads have been considered for this design. 2) Wind: ASCE 7-02; 140mph (3-second gust); h=26ft; TCDL=5.0psf, BCDL=3.0psf; Category II; ExP B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 3) This buss has been designed fare 10.0Ind bottom chord rive load ncncenament with my other five loads. 4) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 417 Is uplift at joint 10 and 4171b uplift aljolm S. LOAD CASE(S) Standard Job Tress Tress Type Dry PN LEVITY/DUNBAR RESIDENCE 9794 T5 COMMON 2 1 3 [job Reference ptl ll B. 8.2W 5Mar 52W5 Nfelt Indusinw, Inc Mon Sep 1113:05:0920M Page 1 1iE fi4d 11+12 1656 219E 1i0 s9s soa 4X6 = 5a10 5a2 5.00 FIT 4 3x4 =9 8 7 13x4 = 5x6 = 4x7 = 190 10 12 64E 10+12 Io Scale =1:54.3 Plate Offsets (X n: IB9-40 6mi LOADING (Pat) SPACING 2-0-0 LSI DEFL in OW) Vtle}I L/tl Uri PLATES GRIP TCLL 20.0 Plates Increase 125 TC 0.51 Vert¢L) -0.13 7-8 >999 MT20 2441190 TCDL i5A Lumber increase 1.25 BC 0.58 Ved(TL) -0.34 7-8 >771 240 BCLL 0.0 Rep Stress Inv YES WB 0.63 Horz(TL) 0.04 7 Na Na BCDL 10.0 Code FBC2004/TPI2W2 (Matrix) Wind(LL) 0.05 8 >999 240 Weight: 7701h TOPCHORD 2X 4 SYP M 14 BOT CHORD 2 X 4 SYP M 14 WEBS 2 X 4 SYP No.3 •Excepr EV22 X 4 SYPM 14 REACTIONS Qb/size) 9=10381( BU, 7=910/Merhanical Max Hom 9=189(load case 5) Max Uplift9=-574(load rase 5), 7=-496goad use 6) BRACING TOPCHORD Structural wood sheathing directly applied or 6-0-0 cc pudins, except and verticals. BOTCHORD Rigid ceiling d1rectly applied or&5-7 oc bracing. FORCES (lb)-Madmum CcmpressioNMadmum Tension TOP CHORD 1-2=431/11, 2-3=422/188, 3-0=1145/805, 4.5--1145/600, - 76, 8-7=391262 BOTCHORD 1-9=33/364,8-9=748/1201,7-8=642/1248 WEBS 2-9=27USS4,3-9=-1062/607,3-8=2aW79,48=184/508, 54f=333/409,5-7=-AMMO NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 140mph (3-second gust); h=26ft; TCDL=S.Opsf, BCDL=3.Opsf; Category II; Exp B; enclosed; MWFRS gable and one: Lumber DOL=1.33 plate grip DOL=1.33. 3) This truss has been designed for a 10.0 psf bottom chard five load noncuncument with any other live loads. 4) This buss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 5) Rarer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of to bearing plate capable of withstanding 5741b uplift at joint 9 and 4951b uplift at joint 7. LOAD CASE(S) Standard 14 R7 2-0a v02x4 Scale = 1:7.6 LOADING(ps0 TOLL 20.0 SPACING Plates Increase 2-0-0 1.25 CSI DEFL In (loc) I/defl L/d PLATES GRIP TCDL 75.0 Lumberinaeass 1-25 TO O, BC 0.02 Vc1t(LL) Na - Na 999 MT20 244/190 BCLL 0.0 BCDL Rep Stress Inv YES 4V0 0.00 Vert(TL) Na Na 999 Hca(1L) -0.00 2 Na Na 10.0 Cade FSC20047TPI2002 (Matrix) Weight 5lb LUMBER TOP CHORD 2 X 4 SYP N0.3 - BRACING BOT CHORD 2 X 4 SYP No.3 TOP CHORD Structural woad sheathing directly applied or 2-0-0 oc pudins. BOT CHORD Rigid caging directly applied or 10.D-0 oc bracing. REACTIONS Qb/sae) 1=452-0-0,2=352.0-0,3=1012-0O Max Hcrz 1=400cad case 5) Max UP[iftl=l9goad case 5), 2=-430cad ease 5) Max Grav1=45(Ioad case 1), 2=3500ad ease 1), 3=200oad case 2) FORCES (Ib)- Maximum Compression/Maximum Tension TOP CHORD 1-2-24/13 BOTCHORD 1-3=0(0 NOTES 1) Wind: ASCE 7.98; 140mph (3secand gust); 11=26ft; TCDL=5.Opsh BCDL-3.Opst Category II; Exp B; endased; MVVFRS gable end =na; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chard five load nonconcu enlwith any other live loads. 3) This truss requires plate inspection per the Tooth Count Method when this buss Is chosen for quality assurance Inspection. 4) Gable requires Wnflnuous bottom chord bearing. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of beading surface. 6) Pmvide mechanical connection (by others) of truss to bearing plate capable of withstanding 19lb uplift at joint i and 431b uplift atjoint 2. LOAD CASE(S) Standard Job Truss : wType 3794 MV4A Dry Ply LEVITTlDUNBAR RESIDENCE 3x4 = VALLEY y 1 J b Refe ( tl n 15 Felix B 6.200s Mar 52005 NuTek 2 IntlusNes, Inc Mon see111A'p 1p 20a6 page 1 = 1:7.3 i 6Oe LOADING(psf) TCLL 20.0 SPACING 2-0-0 CSI DEFL in (loc) Well Dd PLATES GRIP TCDL 15.0 Plates Increase Lumberincrease 1.25 1.25 TC 0.16 Ven(LL) Na - Na 999 MT20 2441190 BCLL 0.0 Rep Suess Ina YES BC 0.14 M10 0.00 Vert(TL) Na - Na 999 HOrz(TL) 0.00 4 Na Na BCDL 10.0 Cade FBC20047rP12002 (Matrix) - Weight 11 N LUMBER TOP CHORD 2 X 4 SYP No.3 BRACING BOT CHORD 2 X 4 SYP No.3 TOP CHORD SWCNralwood sheathing direclyappliedor4-0-0oapurlins, except end vedicais, WEBS 2 X 4 SYP No.3 and2-0-0ocpudins:2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1Brace at Jgs):3 REACTIONS Pb/size) 1=141/40-0,4-141/4-0-0 Max Harz 1=37(load case 5) Max Uplift1=70goad cese 3), 4=Sgpoad rase 3) FORCES gb)-Maximum Compression/Mwdmum Tension TOP CHORD 1-2=186/105, 2-3=150/99, 3-4=98/90 BOTCHORD 1-4=99/150 NOTES 1) Unbalanced mof live loads have been considered for this design. 2) Wnd: ASCE 7-98; 140mph (3-second gust); h-26ft; TCDL=S.Opst BCDL=3.Opst, Category II; ExP B; Wowed; MWFRS gable and zone; Lumber DOL=1.33 late n DOL=1.33. 3)Provide adequate drainage to prevent water ponding. p gap 4) This Wss has been designed for a 10.0 pst bottom chard live load noncencument with any other five loads. 5) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 6) Gable requires continuous bottom chord bearing. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70lb uplift at joint 1 and 891b uplift at joint 4. 8) Design assumes 4x2 (flat orientation) pudins at cc spacing indicated, fastened to truss TC w/2.10d nails. LOAD CASE(S) Standard 'SIAI 'O �°Od°��eSiON Job Trws Truss Type any ply LEVITY/DUNBAR RESIDENCE 9794 MG2 MONO HIP 1 1 S m Bl P e JbRI (optionaft 16 6.200 s Mar 52005 MITek Industries, In- Mon Sep 11 13:05:10 2006 Page 1 "A, — Scale = 1:12.6 _ Plate Offsets xyi: 11'63-710-0-g11705-00-2-01 � - LOADING(psf) TOLL 20.0 SPACING 1-0-0 Plates Increase CSI DEFL In Qoe) Well Ud PLATES GRIP TOOL 15.0 1.25 Lumberincrease 1.2,5 TO 0.57 Vert(LL) -0.01 4-5 -999 360 'MT20 2441190 BOLL 0.0 Rep Stress Ina NO BC 0.33 Vert(TL) :Horz(TQ -0.02 45 >999 240 BCDL 70.0 Code FBC2004/TPI2002 6\9 0.23 (Matrix) Wtnd(LL) 0.00 0.01 4 4-5 Na >999 Na 240 Weight 2611, TOP CHORD 2X 4SYP M 14 SOT CHORD 2X 6SYP M 14 WEBS 2 X 4 SYP No.3 •Except• EV72X B SYP M 14 REACTIONS Qb/size) 4=1073/Mechanica1, 6=107310-8-0 Max Herz 8=26OMd ease 5) Max Uplift4=701 Quad ruse 3), 8=6820oad rasa 3) FORCES (lb)- Maximum CcmPrawi0n/Ma)dmurn Tension TOP CHORD 1-2=886/552, 2- —172/114, 34=97175, 1-6=-049/293 BOT CHORD 5.6=-4947750, 45=544/B30 WEBS 2-5=4707731, 2-4=7361485 BRACING TOP CHORD Structural wood sheathing directly applied or 480 oc punins, except and verticals, and 2-0-0 oc purlins: 25. BOT CHORD Rigid ceiling directly applied ar 10J3-0 eg bracing. JOINTS 1BMW mJt(s):3 NOTES 1) Who: ASCE 7.98; 140mph (3-second gust); h=26ft; TCDL=S.Opst BCDL=3.Opsf; Category II; Exp S; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide adequate drainage to prevent water pending. 3) This bass has been designed for a 10.0 psf bottom chord live load nonconsurrenl with any other live loads. 4) This bass requires plate inspection per the Tooth Count Method when this buss is chosen for quality assummm Inspection. 5) Refer to gimer(s) for truss to truss cbnnedions. 6) Provide mechanical connection (by others) oftruss to bearing plate capable of withstanding 701 Its uplift atjeint 4 and 68211, uplift at joint 5. 7) Design assumes 44 (0atlerlentation) pudins at oc spacing Indicated, fastened to truss TC w/ 2-10d nails. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 -" Uniform Loads (pit) Vert 1-2=35, 2J=35, 4-6=465(F=-455) W. +° w9y°0 EIV81ti T�n9 fffli lee Trvss Truss Type Oty Pry LEVITTIDUNBAR RESIDENCE 3794 �2 MONO TRUSS 4 1 .I bR1 (Pe 0 17 tl. 6.200 s Mar 5 2005 M1NTek Industries, Inc Mon Sep 11 13:0511 2006 Page' Scale = 1:12.6 tea tea z-tea t-toe LOADING(ps0 TCLL 20.0 SPACING - 24).0 CSI DEFL in goo) Ildefl Ud - PLATES GRIP TCDL 15.0 Plates Increase Lumberincrease 1.25 1.25 TC 0.07 Veng-L) 0.00 5 -999 360 MT20 244M90 BCLL 0.0 Rep Stress Ina YES BC 0.06 110 0.03 VeM1(iL) 0.00 Haz(TL) -0.01 5 >999 240 3 Na Na BCDL ID.0 Gode'F�C2004/TPI2002 (Matrix). lMntlgl) 0.00 = 5 >999 240 Weight 101b LUMBER TBOTOP CHORD 2X 4 SYP M 14 BRACING CHORD 2 X 4 SYP M TOPCHORD 90TStructuralwo CHORD Structural ad sheathing directlyapplied or 2-1"co pens. WEBS 2X4SYP No-0- WEB.3 Rigid ceiling directly applied or 100 oe b2dng� REACTIONS (lb/size) 3=22/Me-hmlcxl, 4=10/Merhaniral, 5=241/0.&0 Max Horz5-74goad cose 3) Max Uprift3=37goad rasa 3), 4=10gaad case 1). 5=66goad rase 3) Max Grav3=22goad case 1), 4=70oad rase 2). 5=241 goad case 1) FORCES (Lb) - MaAmum COMPresslan/fda dinum Tension TOP CHORD 1-2=66/40, 2-3= 1/5 BOTCHORD 1-5—Qr ,0.5=0/0 WEBS 25=161/91 NOTES 1) Wnd: ASCE 7-02; 140mph (3-second 9111); h=261t TCDL=5.Opst, BCDL=3.OpsF, Category II; Exp B; enclosed; MWFRS gable aid zone; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. , 3) This truss requires plate Inspection per the Tooth Count Method when this truss Is chosen for quality assurance Inspection. 4) Refer to girder(s) for buss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37lb uplift aljoint 3, 1011, uplift at joint 4 and 66lb uplift at joint 5. LOAD CASE(5) Standard Job Truss Truss Type Oty Ply LEVITY/DUNBAR RESIDENCE 9794 CJ2 MONO TRUSS 2 1 y �5th BI Ptl JbR( 1.200 s Mar 52005 Mu7ek IndusMes, Inc Mon Sep 11 13:05:112000 Page 1 Scale = 1:12.4 LOADING 20 TCLL 0 SPACING 2-0-0 Pla[es Increase CSI in Qoc) Ildag Ud PLATES GRIP 15.0 TCLL 1.0 Lumberinvease 1.25 TC 0.15 BC 0.11 VOEFL ert(LL) 0.00 4-5 >999 350 MT20 2441190 BC0 Rep Rep Stress Inv NO WB 0.06 Vert(TL) 0.00 4-5 >999 240 Hom(TL) -0.01 3 Na Na BCDL 10.0 Coda FSC20041TP12002 (MatrbQ W1nd(LL) -0.00 5 >999 240 Weight 13lb _ LUMBER BRACING TOP CHORD 2 X 4 SYP M 14 TOP CHORD Shuclural wood sheathing directly applied or 3-11-5 soBOT CHORD 2 X 4 SYP M BOT CHORD Rigid ceiling directly applied or 10-0.0 ac bracing.Pudins. WEBS 2X4SW Nti.3 REACTIONS (lb/size) 3=31/Mechanical,4=ll/MerhaNral,6=329/0.11-5 Max Haas=102(lwd case 3) Max Uplift3=-54Qoad rase 3), 4=11 Quad rase 1), 5=181Qoad case 3) Max Gmv3=31(load pse l), 4=11(load rase 2), 5=329(load ease 1) FORCES Qb)- Maximum CompressiorMAaldmum Tension TOP CHORD 1-2=91/42, 2-3=32/5 BOT CHORD 1-5=0/102, 45 M WEBS 2-5=223/190 NOTES 1) W1nd: ASCE 7-02;140mph (3-second gust); h=28ft; TCDL=S.Opst; BCDL=3.Opsf; Category II; Ey B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 ps( bottom chard live load nonconcument with any other rive loads. 3) This truss requires Plata inspection per the Tooth Count Method when this Wss is chosen for quality assurance Inspection. 4) Refer to girder(s) for truss to buss connections. 5) Provide mechanical connection (by others) of truss to beadng plate capable of withstanding 54lb uplift at joint 3, 11 lb uplift atjoinl4 and 181 Ib uplift atjoint S. LOAD CASE(S) Standard Job Truss Truss Type Ory Pry 1 LEVITT/DUNBARRESIDENCE 9794 T7 SPECIAL 1 s �jaumem Bulling Products, West Palm Bearlt,FL 33407, Felix B. JohReforproc(optionalp 19 6.200 s Mar 52005 wek Industries, Inc Mon Sep 11 13:05:12 2006 Paga 1 t� e-IO 11+12 1AO 2.1 17-1-0 140 21 23&B 249-0 508 SOa 2-ta9 2-ta6 2d0 280 4x5 = 1-0a 1+0 5.0()12 15 14 3x4 13 12 11 3x4 = 3x4 1+ 5X8 = 3x8 = 6x12 = 24ad ,iLO 7%4— 11+12 I 1)-0 I 219-0 t2-s:qEV1 I ILO IW2 5812 La-0 1-0O a40 o+o Scale = 1:59.3 m 0 ry N Io Plate Offsets (X Y1' 17 0.0.10.0.111114:0.380.301 LOADING (pslj TCLL 20.0 SPACING 2-60 C51 DEFL in (lac) gdeB L!d PLATES GRIP TCOL 15.0 Plates Increase 1.25 TC 0,33 Vert(LL) -0.181415 >999 360 MT20 - 244/190 BCLL 0.0 Lumber Increase 1.25 BC 0.85 Vert(TL) -0.4214-15 >626 240 Rep Stress Inc NO 4lrB 0.79 Harz(T-) 0.06 11 n/a n1a BWL 10.0 Code FBG2GG4rrP12002 (Matra) Wind(LL) 0.091314 >999 240 Weight 134 to LUMBER BRACING TOP CHORD 2X 4 SYP M 14 TOPCHORD BOT CHORD 2 X 4 SYP M 14 WEBS 2 X 4 SYP No.3'Excepr BOT CHORD WIO 2 X 8 SYP DSS REACTIONS (Ib/size) 15=119sM-8-0, 11=2108gl-" Max Harz 15=16000ad rase 6) Max UPIR15=-658(load case 5). 11=1284(10ad case 6) Structural woad sheathing directly applied or 4-&11 oc pudins, except 2-0-0 oc pur ins (4-10.10 max): 5.7. Rigid calling directly applied or 7-3-15 oc bracing. FORCES (Ib)- Madmum Compression/Maximum Tension TOP CHORD 1-2=-49M70, 2-3�79/189, 3-4=1481/813, 4-5=14261801, 5-6=2450/1492, 6-7=218SM299, 7-8=2262/1447, 8.9=2297/1394, 940=103r76 BOT CHORD 1-15=35/417,14-15=867A476, 1314=748/1683,12-13=993/1882,11-12=53/91,10.11=53RJ7 WEBS 2-15=268/3B7, 315=1341/776, 314=2451351, 4-14�428f767, 6-14=662/545, 5-13=637/898, 6-13=1027/074, 7-13=201/520, 7-12=277/407, 8-12=49/108, 9.12=1276/2192, 9.11=1939f1182 NOTES 1) Unbalanced maf live loads have been considered for this design. 2) Wind: ASCE 7-98; 140mph (3semnd gust); h=26191; TCDL=5.0psh BCDL=3.0psh Category II; Exp B; enclosed: MWFRS gable and zone; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 Psf bottom chord rive load nommnmrrenl with any other live loads. 5) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 658 Is uplift at joint 15 and 1284lb uplift adjoin 11. 7) Design assumes 4x2 (Bat orientation) pudins at oc spacing Indicated, fastened to truss TC w/ 2-10d nails. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 10731b do= and 7001b up at 21.9-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. . 9) In the LOAD CASE(S) section, loads applied to the face of the buss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=125 Uniromt Loads (pIQ VaL• 1-4=70, 4-6=70, 6-7=70, 7-10=70, 1.10=20 Concentrated Loads (lb) Vert: 12=1073(F) 0 ti0 a-1-6 11+12 151.a 17-1a 215a 2s9-8 ,+o sus sae 4x5 = 3a12 2a 640 Zia Scale = 1:59.3 LOADING (pst) TCLL 20.0 TCDL 15.0 BCLL 0-0 BCOL 10.0 LUMBER TOP CHORD 2 X 4 SYP M 14 BOT CHORD 2 X 4 SYP M 14 WEBS 2X 4 SYP No.3 5.00 12 AvA — 1� 3x4 = 13 12 11 10 9 3x4 �� 4x4 = 5x8 = 4x8 = 1x4 z tau x4 I ese 1 11+12 1 174 23.5.8 aa 9 taa saa sae sou I e4-a o aea taa -� f11:0-400.3-01 SPACING 2-0.0 Plates Increase 1.25 C51 TC 0.42 DEFL in Qac) gdee Ud7MT2 GRIP 7.25 BC 0.30 Vert(LL) Ved(TL) -0.0410 I -0.1310-11 >999 >999 360 240Rep pqq/1g0Wmber ssIncre Stress Inv YES WH 0.38 Hort(TL) 0.03 9 n1a rd Cade FBC20047fP12002 (Matra) Wnd(LL) 0.06 10.11 >999 24031 Ib REACTIONS Qb/size) 13=1116/08-0, 9=1116J0-8-0 Max Hare 13=16000.d case 6) Max Upl'iftl3=605(Ioad p 8 5), 9-6370l d rase 6) BRACING TOP CHORD Structural wood sheathing directly applied or 5-&9= pudins, except 2-0-0 cc pudins (5-10-6 chart): 5-6. BOTCHORD Rigid ceiling directly applied or 8b15 oa bracing. FORCES Qb)- Maximum CamPreSslon/Maedmum Tension TOPCHORD 1-2=-179177.2-8=15571793,34=l285f7O9,45-1239/683.5-6=1371/857,&7=1566/938,7A=292P165 BOT CHORD 1-13=87J787,12-13-2471187. 11-12=750/1373, 10.11=-630/1483, 9-10=209)320, &9=209/320 WEBS 2-13=11GVS33, 2-12=-509/1200, 0.12=100/116, 3-11�W9/336, 4-11-300/584. 5-11=-510/419, &10=235/163, &10=54282, 7-10=397/1050, 7-9=988,708 NOTES 1) Unbalanced maf rive loads have been considered for this design. 2) Wind: ASCE 7-98; 140mph (3-second gust); h=26ft; TCDL=S.Opsh BCD".Opsf, Category 11; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water pending. - 4) This truss has been designed for a 10.0 psf bottom chard rive load noncencurrent with any other rive loads. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60516 uplift at joint 13 and 6371b uplift at joint 9. 7) Design assumes 4x2 (flat orientation) pudins at cc spacing Indicated, fastened to buss TC w/ 2-10d nails. LOAD CASE(S) Standard .J fob truss Truss Type Dy Ply LEVITY/DUNBAR RESIDENCE 9794 T9 SPECIAL 1 1 Job Reference b n 21 +-- ---- ---- ••__ila.�„e=am,r�,t,wur, reux 6. — 6.200 a Mar 52005 NI ex mousses, Ina Mon Sep 111305132006 Pagel 1+p 646 11+12 13-1.8 15-1A tall 9-Se 243a 14a Sag Sa8 1A-1x 28 a24 42d Zia 4x6 = Scale = 1:59.3 5.00 12 4 4x4 = 46 = 13 12 11 10 JF, — 30 �� 5x8 = 3x8 = 3x4 — zsaa IT74 = 11d13 1 1s1I xlsa z t-00 10411 3- 12 e4-0 6W o4a Plate Offsets( Y): !1'0.0.10.0.171 I72'0.380.101 LOADING(ps0 SPACING 2-0-0 CSI 13EFL In Qcc) Well Ud - PLATES GRIP TCLL _ 20.0 Plates lnaeasa 7.25 TC 0.30 Ved(LL) -0.78 12-13 >999 360 MT20 244/190 TCDL 15.0 Lumberinaease 1.25 SC 0.60 Vert(fL) -0.4312-13 -618 240 BCLL 0.0 Rep Stress Ina YES WB 0.70 Hou(TL) 0.05 10 Na Na BCDL 10.0 Cade FBC2004/rP12002 (Matrix) Wnd(LL) 0.0611-12 >999 240 Weight 135lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 14 TOP CHORD Structural wood sheathing directly applied or 640-0 oe purEns, except BOT CHORD 2 X 4 SYP M 14 2-0-0 oc pudins (&0-0max): M. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or &3-15 oc bracing. REACTIONS (lb/size) 13=11161(t-&0,10=1116N-80 Max Hoc 13=160(load rase 5) Max Upliftl3=605Qoad rase 5), 10--837Qoad rase 6) FORCES (lb) -Maximum CompressiorYManmum Tension TOP CHORD 1-2-503/4, 2-3=-484/182, 34=1304/699, 45=12IXV681, 5-6=12411T78, 6-7-13941TT7, 7-8=357/141, &9 366/0 BOT CHORD 1-13=2W421, 12-13=775/1333, 11-12-486/l269, l&l l=.6M/1308, 9-10=41307 WEBS 2-13=263/361,3-13=1180f676,172=268/362,4-12=320/576,&12=4051331,&11=125191.611=861259,7-17=121/235,7-1C 1273/775,&10=232299 NOTES 1) Unbalanced recf live loads have been considered for this design. 2) Wnd: ASCE 7-98; 140mph (3-second Bust); h=26ft; TCDL=5.0pst BCDL=3.0pst Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevenlwater ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load mmoonanenl with any other live loads. 5) This miss requires plate Inspection per the Tooth Count Method when this miss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 605lb uplift at joint 13 and 63711, uplift at joint 10. 7) Design assumes 4x2 (Oat orientation) punins at oc spacing indicated, fastened to truss TC W/ 2-1 ad nails. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply LEVITY/DUNBAR RESIDENCE 9794 T10 - HIP 1 1 2 2 J bR f pL 0 6.200 s Mar 5 2005 m l ek Industries, Inc Mon Sep l l 13:05:14 0005 Pagel M �I 0 Zia nao lld 15141 1e38 2358 249E two sea sza 1s4x6 = 53-0 54-0 140 4x6 = Scale: 3/16"=1' 5.00 12 4 5 — 3x4 = 12 11 10 9 3x4 taa 5x7 = 3x4 ama 140 ild . 131 Yi4a 18a — 104-0 1 — ta40 a4a 64a 1W yiare Onsets(x Y), if LOAN I8:0-0100.111 f710-38030I LOADING(psl) SPACING 2-0.0 CSI DEFL In Qae) Well Ud PLATES GRIP TOLL 20.0 TCDL 15.0 Plates Increase 1.25 TC 0.30 Vert(LL) -0.17 11-12 >999 360 MT20 244/190 Lumberinaease 1.25 BC 0.62 Vert(TL) -0.4511-12 >590 240 SCLL 0.0 Rep Stress lnor YES WB 0.73 Horz(TL) 0.05 9 Na Na BCDL 10.0 Code FBC2C04,TP12CO2 (Matrix) Wind(LL) 0.0911-12 >999 240 Weight 1271b BRACING TOP CHORD 2X 45YP M 14 TOPCHORD Structural wood sheathing directly applied or 6-0-0 acpudins, except BOT CHORD 2 X 4 SYP M 14 2-0.0 oa pudins (6-0-0 max): 4-5. WEBS 2X 4 SYP No.3 BOTCHORD Rigid ceiling directly applied or 8-l-1ccbracing- REACTIONS (lb/size) 12=177fi10.&0, 9=717fi/68-0 Max Harz12-l64Qoad case 5) Max Uprtftl2=609(load case 5), 9=609Qmd case 6) FORCES (lb) -Maximum Compm=ior/Maxlmam Tension TOP CHORD 1-2=-517129, 2-3=497204, 3-4=127&643, 4-'r 1 1 l8/637, 5-F>=127a/643, 6-7z 97203, 7-6=51729 BOT CHORD 1-12=-487433, 11-12=-787/1339, 10.11=422/1118, 9.10--b23/1339, 8.9=4&433 WEBS 2-12=-263/351, 3-12=1172/662, 3.11=309/414, 441-107273, 5-10=106273, 6d0=309r414, 8-9=-1172/663, 7-9=263/350 NOTES 1) Unbalanced roof five loads have been considered for this design. ' 2) Wind: ASCE 7-98; 140mph (3-second gust); h=26ft; TCDL=5.OpsY BCDL-3.0psf; Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) This trues has been designed for a 10.0 psf bottom chard live load nommncument with any other live loads. 5) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 6) Provide mechanical mmection (by others) of truss to bearing plate capable of withstanding 6091b uplift at Joint 12 and 609lb uplift at joint 9: 7) Design assumes 4x2 (Bat orientation) pudins at oc spacing Indicated, fastened to truss TO w/ 2-10d nags. LOAD CASES) Standard Job Truss Toss Type ary Pry 11 VITT/DUNBAR RESIDENCE 9794 T6 COMMON 2 1 Guth c'u"Ing emducts. West Fam Jbr tl 9 23 seaa'FL Reference6.200 s Mar 52005 hLTak Intlusthes, Inc Man Sep 11 13:05:14 2006 Page 1 1J-0 6-168 12+12 17-11-5 23-" t+o sas sas 46 = 5a.10 5-104! 5,0() F12 4 9 8 7 3x4 rw 5x8 = ,__ 10x10 = nou ou 11412 Io Scale = 1:58.9 _ eune lmsem 1X n' fT0-0-10-D-11117�Ed e0-341 (B Oct-003-41 LOADING(p.0 0 TCLL 20.ease SPACING 2-0-0 CSI DEFL in Qoc) Well Ud PLATES GRIP TCDL 15.0 Plates Incr125 Lumber Increase 1.25 TC 0.62 Vert(LL) -0.19 7-0 >999 360 MT20 244/190 BCLL 0.0 Rep Stress Ina YES SC 0.69 468 0.81 Ven(TL) Horz(TL) -0.49 0.05 7-8 7 >550 Na 240 Na BCDL 10.0 Cade FBC2004/TPI2002 (Matrbc) Wnd(LL) 0.06 . 8 >999 240 Weight 120 to TOP CHORD 2X 4 SYP M 14 SOT CHORD 2X 4 SYP M 14 WEBS 2 X 4 SYP N0.3'Excepr EV22 X 4 SYP M 14 REACTIONS Qs/size) 9=1128/0.8-0. 7=1000IMechanical Mac H0129=203(load case 5) Mal Uplift9--623(load case 5). 7=545Qoad rase 6) BRACING TOP CHORD Structural woad sheathing directly applied or 6-0.0 co pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 7-11-8 oc bracing. FORCES (lb) -Maximum COmpfeaeien/Maldmum Tension TOP CHORD 1-2=-539/26, 23=523/222, 3.4=1275/670, 4.5=-12761fi65, 5-6=777/319, &7=44fi1294 BOT CHORD 1-9=-57/455, &9=842/1358, 7-8=-722/1405 WEBS 2-9=29M97,39=1149/667,38=335/431,4.8=209/571,5-8=383/460,5.7=927/593 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wtnd: ASCE 7-98: 140Mph (3second gust); h=26ft; TCDL=S.Opsh BCDL=3.OpsF Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate gdp DOL-1.33: 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrem with any other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this buss is chosen for quality assurance Inspection. 5) Refer to g(Mer(s) for truss to truss connections. 6) Provide mechanical connection (by others) of buss to bearing plate capable M withstanding 623lb uplift at joint 9 and 545lb uplift at joint 7. LOAD CASE(S) Standard 9794 MONO HIP 24 5.00 12 1-1ae ssa 4x4 = Scale = 1:16.6 narc �maaa A l: 1; M,G:E4 2:0.5-00.2 5:0.350-0-0 LOADING(psf) TCLL 20.0 SPACING 1-0-0 Plates Increase CSI DEFL - In Qoc) I/de6 L/d PLATES GRIP TCDL 15.0 1.25 Lumberincrease 1.25 TC 020 Vert(LL) -0.02 ' 4-5 >999 360 MT20 244/190 BCLL 0.0 Rep Stress Ina NO BC 0.51 ,AS 0.45 Vert(TL) -0.05 45 >999 240 BCDL 10.0 Code FBC2004ITP12002 (Mabi14 Hoa(TL) Wind(LL) 0.01 0.03 4 4.5 Na >999 Na 240 Weight 3116 LUMBER TOP CHORD 2 X 4 SYP M 14 BRACING BOT CHORD 2 X 6 SYP M 14 TOP CHORD WEBS 2 X 4 SYP N0.3 BOT CHORD JOINTS REACTIONS 11b/size) 4--1374/Merhanical, 6=137410 m Max Hors 6-27(load case 5) Mai( Uplift4=897(load case 3). 6=-B 7(load case 3) FORCES (Ib)- Maximum ComprewioNMa,durum Tension TOP CHORD 1.2=1458/939, 2-3=-0/0, 34=-W54, 1-6=103=58 BOT CHORD 5-6-27/0, 4-5-94a/1451 WEBS 2-5=-683/1071, 2-0=1575/1021,1-5=8ga/1413 Stuctual wood sheathing directly applied ar 54-0ac pudins, except end verticals, and 2-0-0 oc pudins: 2-3. Rigid ceiling directly applied or e-9-2 oc bracing. 1 Brace at Jt(s): 3 NOTES 1) Wnd: ASCE 7-98; 140mph (3-second gust); h=2611: TCDL=5.0psf; BCDL=3.0psf; Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate gap DOL=1.33. 2) Provide adequate drainage to prevent water pending. 3) This mass has been designed for a 10.0 psf bottom chard live load nonconcurrentwIth any other live loads. 4) This mass requires plate inspection per the Tooth Count Method when this buss is chosen for quality assurance Inspection. 5) Refer to girder(s) for buss to buss connections. 6) Provide mechanical connection (by others) of buss to bearing plate capable ofwithstanding 8971b uplift alloint 4 and 8771b uplift atlaint 6. 7) Design assumes 42 (flat orientation) pudins aloe spacing indicated, fastened to truss TC w/Zl Od nails. 8) In the LOAD CASE(S) section, loads applied to the face of the buss are noted as front (F) or bark (0). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-35, 2-3>35, 4.6-510(F=-500) ,%J111U/e1., 14 W. •byq ����i �pENSF•.gF9 N 5��yJ] 5 qy,�y]', STATE O ;9 .A. Job , Tmss Tmsa Type city Fly1-EVITTIDUNWRRESIDENCE 9794 T11 SPECIAL 1 1 Job Ref (pti n 25 __— - _..._..___ry.,.,,,.,,P",,,, ooduyrLuaaul, rein d. 6.20p s Mar 52005 MTek Industries, Inc Mon Sep 1113d151520M Pagel 1J4 1 5dd 644 14 12 19-113 2558 2598 14-0 left adll 240 60.12 Sba 568 Zia 4x6 = Scale: 3/16"=1' 6 3x4 = 15 14 13 12 11 10 3x4 �� 6x14 = 3x4 = 5x8 = 4X4 = 1x4 I� "1116--�I Bd4 i 1" 1?11 2ae-9 Zfi9a 1-0e 1a4 5ia 6 13 566 SBa g-6A-ram Plate Offsets (X Y): I 0.3-12 03 0 LOADING(ps0 SPACING 2-0-0 CSI DEFL in (loc) c' Vdefl Dtl PLATES GRIP TOLL 20.0 Plates Increase 1.25 TO 0.50 VerbLL) -0.07 >999 360 MT20 2441190 TCDL 15.0 Lumber Increase t.25 BC 0.47 Vert(fL) -0.2212-13 >999 240 BCLL 0.0 Rep Stress lncr NO WB 0.95 Hoa(TL) 0.06 10 Na Na BCDL 10.0 Coda FBC20G4rrPI2002 (Matrix) Wnd(LL) 0.11 13 >999 240 Weight 143lb LUMIJ 11 TOP CHORD 2X 4SYP M 14 BOT CHORD 2 X 4 SYP M 14 WEBS 2X 4 SYP N0.3-Except• W32X 8 SYP DSS REACTIONS Ob/size) 15=248.510-M, 10=130108-0 Max Hom 15=174(load case 5) Max Upliftl5=1578(load case 5), 10-772(load case 6) BRACING TOP CHORD Structural wood sheathing directly applied or4-3-1 oc pudins, except 240-0 oc pudins (4-5.9 max.): 45. BOT CHORD Rigid ceiling directly applied or &1-11 oc bracing. FORCES gb)- Maximum ComPreSsion/Maximum Tension TOP CHORD 1.2=132199, 2-3=276211667, 3-0=2745)1744, 4.5=2A67/1478, 56=1632IB76, &7=.1636tgl B, 7-8=19221997, &9=243/96 BOT CHORD 1-15-74/118.14.15-172/118,1&14=12722122, 12-13=14522487, 11-12=769/1703, 1(.11=106258, &10-106)258 WEBS 2-15=-22a3/1421, 2-14--15932643, 3-14=99/167, 4-14=4571637LM13-304/634, &13=-002285, &12=1176/871, &12=371/761, 7-12=-361/352, 7-11=113/136, &11=673/1458, 8-10=11667776 roof live loads have been considered for this design. 7-98;140mph (3-second gust); h=26ft; TCDL=5.Opsf; BCDL=3.apsf, Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left end right exposed ; Lumber DOL=1.33 plate grip 3) Provide adequate drainage to prevent water pending. 4) This buss has been designed for a 10.0 psf bottom chord live load nonconanent Win any other live loads. 5) This buss requires plate Inspection per the Tooth Count Method when this buss Is chosen for quality assurance Inspection. 6) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 1576lb uplift at joint 15 and 772lb uplift at joint 10. 7) Design assumes 4t2 (flat orientation) pudins at oc spacing indicated, fastened to truss TC w/ 2-1Od nails. 8) Hanger(.) or other connection device(s) shall be provided sufficient to support concentrated load(s) 137411, down and 896Ib up at 3-0-0 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the buss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pl0 Vert: 14=40, 4-5=70, 5-6=70, 6-9=70, 1-9=20 Concentrated Loads pb) Vert 14=1374(F) 11117llC W. yy�19T i cNSFtitit(9 II Job Truss Truss Type Oty Py LEVITY/DUNBAR RESIDENCE 9794 T12 SPECIAL 1 1 Z 6 S th 6 1 P ---, ----• • _l,,, se=,.,,rL uuru,, reiu e. J b Reference (til) 6.2CC s Mar 5 2005 MTek Indusldes, he, Mon Sep 11 13.o5:162006 Page 1 ti-0 4100 9-40 1040 1"12 1900 21d 255-0 15.9.E 1i0 3BE 060 200 4 12 4X7 = 474 28 458 14-0 5.00 12 5X6 - 4x7 = 6 4 5 3x8 1 5x10 i g W1 2 4x9 1 3x5 1,3 4 8 3x5 2 1 4 4 9 15 14 10 m 0 6 4x9 1x4 1x4 II 3x4 = o 19 18 17 3%41 15.00112 11 6x16 MT20H= 1x4 11 12 .3x4= 4x8 = 7x10 MT20H= W 11 ilXb II 4x4 = 1x4 II 2888 Jdo.1 4100 15d121 840 11040 1 1"12 1940 21n4gp0 -2538 2 1-00 0Ga 1-012 1-94 28 40-12 I 474 240 458 040 O4U 180 Scale = 1:72.0 LOADING(psf) TOLL- 20.0 SPACING 24 CSI DEFL . In poc) Well Vd PLATES GRIP TOOL 15.0 Plates Increase 1.25 Lumberlacrease 1.25 TC 0.67 Vert(-L) -0.3914-15 >743 360 MT20 2441190 BCLL 0.0 Rep Stress Inv NO BC 0.99 WB 0.70 Vert(TL) Horz(TL) -1.1214-15 >258 240 0.86 11 Na MT20H 1871143 BCOL 10.0 Code FBC2004/TPI2002 it Wnd(LL) n/a 0.631415 -463 240 Weight: 1531b LUMBER BRACING TOP CHORD 2 X 4 SYP M 14 BOT CHORD 2 X 4 SYP M 14 •Except• TOP CHORD SWctural wood sheathing directly applied or 2-0-3 co puffins, except B3 2 X 4 SYP M 21, FAII 2 X 4 SYP No.3, FBI 2 X 4 SYP N1.3 2-0 O oc puffins (2-7-11 max): 4-5. BOT CHORD Rigid ceiling directly applied or4-1-13 ae bracing. WEBS 2 X 4 SYP No.3 -Except- WEBS 1 Row at midpl 5-14,7-14 W52 X 4 SYP M 14. WI 32 X 4 SYP M 14 REACTIONS ob/slze) 19=1381/D-":Ij=1366/69-0 Max Horz 19=1740oad case 5) Max UPI11119=7880oad ease 5). 11=759(Iead case 6) FORCES (Ib)- Maximum CemPeweMn/Mardmum Tension TOP CHORD 1-2=.139/67, 2-3=1849/1053, q 4- 5899/3370, "= BOT CHORD 1-19=56/132, 18-19=224/132, 17-18=1056/1709,' WEBS 2-19=1197057, 2-18=-819/1563, 3-18=48ti1313, S 7-13=894/1981, 8-13=2072I4570, 8-12=2184/108( 9.10=155176 NOTES 1) Unbalanced met live loads have been considered for this design. 2) Wind: ASCE 7-98; 140mph (3-second gust); h=26ft; TCDL=5.0psf; BCDL=3.Opst', Category 11; Exp B; endosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord Count rive load noncomm�enl with any other live loads. 5) All plates are MT20 plates unless otherwise Indicated. 6) This buss requires plate inspection per the Tooth nt Method when this truss is chosen for quality assurance inspection. 7) Provide mechanical connection (by others) of buss to beading plate capable of withstanding 7881b uplift atioinl 19 and 759 lb uplift atJaint 11. 8) Design assumes 4r2 (Oat orientation) pudins at oc spacing indicated, fastened to buss TO w/ 2-1 Od nals. 9) In the LOAD CASE(S) section, loads applied to the face of the buss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-4=-70, 4.5=100(F=30), 5-6=100(F=30), &7=-100(F=30), 7-10=70,1-17=20, iS17=20,13-16=20,12-13=20,10-12=20 W:..W. !1.14 9 ENS --. 0- Job truss Truss Type cry Pry LEVITY/DUNBAR RESIDENCE 9794 • T13 SPECIAL 1 1 q C N B ParnBeach,Fi,3�7,FelmB. J bR f r p4 0 27 6.200 s Mar 5 2005 MiTek Industries, Inc Mon Sep 11 1305162005 Panel ti0 S40 1Q4L 124-0 14412 1900 21414 75oa 26 140 SS0 660 2D0 2d12 4x7 = L74 2-0-0 4549 140 5X6 = 4x5 = 5.00 12 6 4 5 4x8 %21 8 3x8 3 W1 1 4x9 8 3x5 2 4 3 3x5 01 1 15 14 9 10 0 6 3x4 = 3x9 = • 18 fix =g 1 17 1X4 1x4 II 3x4 = 3x4 = II tx4 II 12 7x10 MT20H= 11 1x4 II 1IM4 11 4x10 = 2605 1-00 n II r X4 1660 14 1,, ,s5a z, 2ssa 1-00 Sao 1 280 280 4 12 _ 474 2-00 4S8 0-1.0 040 Scale = 1:69.3 _Plate Offsets MY)' 14'03-00.2-01 f12:0-0-40-2-01 FIT 0-0-40-2-01-- LOADING(ps0 TCLL 20.0 SPACING 2-0-0 CSI DEFL in Doc) Ill Ud PLATES GRIP TCDL 15.0 Plates Increase Wmberincrease 1.25 125 TC 0.61 Varl(Ll) -0.34 13-14 >858 380 MT20 2441190 BCLL 0.0 Rep Stress lncr NO SC 0.97 1MB Ved(TL) -0.9813-14 >296 240 MT20H 1871143 BCDL 10.0 Code FBC2004/rP12002 0.74 (Matra) Hamel W1ntl(LL) 0.72 11 0.51 13.14 n/a >569 n/a 240 Weight 1531b TOP CHORD 2 X 4 SYP M 14 BOT CHORD 2 X 4 SYP M 14-Eccept- B32X4SYP M21. FA72 X 4 SYP Will FBI X 4 SYP NO3 WEBS 2 X 4 SYP No.3 •Except• W42 X 4 SYP M 14, W722 X 4 SYP M 14 REACTIONS Qb/size) 18=136110.8-0,11=1366/OAO Max Hari 18=174goad ease 5) Max U01118=7880oad rase 5), 11=7590oad ease 6) FORCES (lb)-Madmum Compression/Madmum Tension TOP CHORD 1-2=.204/91, 2J=202l/l l43, 3-21=5825 BOT CHORD 1-18=109223, 17-08=282/223, 18-17=1. WEBS 2-18=.125H/eAt 2-17- airl a w_ e BRACING TOPCHORD Structural wood sheathing directly applied cr2-4-5 oo pudins, except 2-0-0 ce pudins (34 14 maxJ: 4-5. BOT CHORD Rigid ceiling directly applied or 4-6-13 oc bral WEBS 1 Row, at mill 7-14 7-8=6643/3266, 8-9=2008/1073, 9-10=lSW76 -122912594, ll-12=861170, W-11=88/170 S. 6-14=1367/909, 6.14=930/1785.7-14=3178/1705, NOTES 1) Unbalanced roof live loads have been cansidered for this design. 2) What ASCE 7-98; 140mph (3-second gust); h-1 TCDL-5.0psf; BCDL=3.l Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load noncancument with any other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss requires plate inspection per the Tooth Count Method when this Was is chosen for quality assurance inspection. 7) Provide mechanical connection (by others) of Was to bearing plate capable of withstanding 788 lb uplift at joint 18 and 759lb uplft at joint 11. 8) Design assumes 4Y2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 9) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber lncrease=1.25, Plate Increase=125 Uniform Loads (plo ' Van: 1-21l 421=-100(F=30), 4-5=100(F=30), 5-6=100(F=30), E7=100(F=l7-1 =-70, 1-17=20, 16-17=20, 13.16=20, 12-13=20, 10.12=20 ,uuW. uu'�o �GENSF•;TF9 p1p,�8��gJ]395qq319,1,q��yy�4, STATE OF'�a ';0 Truss Type It, Pry LEVITIE ]NBAR RESIDENCE T14 SPECIAL 1 1 n Builina Pmdude war oa... o..__. ....,.. _ _ Job Reference faatianall 28 ti-0 Bdd ai0 12{O .. ss 195.13 rOL a-114 1+p 5-0a boa 4[La 4x7 24A 445 2S] 1-114 4x5 = 5.00 FIT 5 6 4.33 f 12 3X6 4x4 3x8 i4 8\ ] 3x4 W6 W1 1 4x9 C a 8 9 14 13 5 3x4 = 3x8 = 6x8 = 1x4 II 16 1x41�.00 12 1x4 II 11 10 11 4x10 —_ 6x8 MT20H= 1.5x4 II s4a a+a 12da usa teao rua a-n♦ SU4 2d boa 2.14 488 2aa4X1 Ul-41-4 Scale: 3116,,=1 LOADING(ps0 TCLL SPACING 2-0-0 Plates Increase 1.25 CSI DEFL in (loc) UdeFl Ud PLATES GWp 15.0 TCDL 15.0 Lumberincrease 1.25 TC 0.34 BC 0.69 Ven(LL) -0.17 14-15 >999 360 Mf20-244/190 2441190 BCLL 0.0 Rep Stress Ina YES VJB Veri(TL) VenCrHca -0.4814-15 >533 240 40 MT20H BCDL 10.0 Code FBC2004l1PI2002 .-0.82 (Matrix) L) W1nd(LL) 0.43 10 Na 0.2314-15 >999 240 Weight 142lb LUMBER TOP CHORD 2X 4 SYP M 14 BRACING BOT CHORD 2 X 4 SYP M 14 -Except- TOP CHORD Structural wood sheathing dreUly applied or3-5.7 oc pudins, except end verticals, FA7 2 X 4 SYP No.3, FBI 2 X 4 SYP No.3 and 2-0-0 ac pudins (5-4-1 max.): 6-6. WEBS 2X 4 SYP No.3 BOTCHORD Rigid ceiling directly applied or 5-e-e as bracing. REACTIONS (Ib/sae) 10-962/Meciianical, 17=1089M_8-0 Max Hors 17=1446cad rase 5) Max U13I11110--49600ad rase 4),17=5190oad case 3) FORCES (Ib)-Maximum CampressioNMaximum Tension TOP CHORD 1-2-171/56, 2-3=1508/653, 34=4162/1897, 4-5=2000/942, 5-6=1772/900, 6-7=1927/920, 7-8=-3257/1563, 9-9=6571347, 940=946/503 BOT CHORD 1-17=65/186,16.17=-165/186, 15-16=905/1963, 14.15=1618/3838,13-14=762/1(153/2 3,12-13=130827,= 11-12=4011814. 10-11=1&31 WEBS 2-17=-969/533, 2-16=-467/1152, 8.7, 9-11=43(i/(159 16=1614/789, 3-15=1120/2568, 4-15=5WI278, B-1 2-1 125/2522, 8-11=12VIPZ414=1903I910, 5-14257/827, 5-13=255/115, 8-13=7921492, 7d3=1722/643, 7-12=2071511, NOTES 1) Unbalanced roof We loads have been considered for this design. 2) Wind: ASCE 7-02; 140mph (3-second gust); h-26ft; TCOL=S.Opsf; BCDL=3.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left exposed; Lumber DOL=1.33 plate gdp DOL=1.33. 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord rive load nonconcanent with any other live loads. 5) Al plates are MT20 plates unless otherwise Indicated. 6) This buss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 7) Refer to girder(s) for toss to truss connections. 8) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 496 lb uplift at joint 10 and 519 lb uplift at faint 17. 9) Design assumes 42 (Flat orientation) pudins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard 1a1e4pe ENSr:•:T�9 s � • •4sc�rnls i��B�' e67ON1 Job Truss Truss Type city PN LEVITY/DUNBAR RESIDENCE 9794 T15 DUAL PITCH 1 2 9 --- euiling Pmtlucls, West Palm Beach,FL 33407, FeIL<B. Job Reference o tlana 6.200 s Mar 5 200.5 hLTek Ndushies, Inc Mon Sep 11 13:=11 2066 Pape 1 tie T56 11 13 19511 1i4 &16 6.1-6 4X6 Z� 1 14 4.33 L12 4 11 Scale = 1:54.3 0CEO 3x4 Tg, 8 1-0-0 7'S'6 oxt 1Oa &td — o+a Plate ORsets (X V1• f40.&80.2-47180.2-803-0) 13513 6.1.6 7 6 95-11 JXU— 11114 LOADING (psi) TCDL 20.0 SPACING 2-0.0 Plates Increase 725 . CSI DEFL in (foe) Well Ud PLATES GRIP TCDL 95.0 Lumber Increase 1.25 TC 0.57 BC 0.28 Ven(LL) -0.03 Ven(TL) -0.10 7-8 >999 360 7-8 >999 240 MT20 244/190 BCLL 0.0 BCOL 10.0 Rep Stress Inv YES Code FBC2004/iP120W WH 0.49 Hore(TL) 0.01 6 n/a Na (datdz) Wtnd(LL) 0.04 ,7-8 1999 240 Weight. 1081b LUMBER TOP CHORD 2 X 4 SYP M 14 BRACING 2X4 SYPM14 TOP CHORD Structural wood sheathing directly applied or 6-0-0 as u elccepl end verticals. WEBS WEBS 2X4 SYP No.3 BOTCHORD RigidmilingdireWyappfiedor70.0-0ocbmdn Exceptns, 9. 8412 oc orating: 7-8. REACTIONS (1/si7e) 9=934/04 , 6=805/Meshanisal Max Hoag=350Qoad case 5) Max Uplift9=5320oad case 5), 6=427(toad case 4) FORCES (lb)- Ma3dmum CampressiOn/Mapmum Tension TOP CHORD 1-2=218/101, 2-3-1215/643, 3-4=7071381, 4-5=676/410, 6-6=750/435 BOT CHORD 1-9=13W42, &—4821242, 7A=787/1046, 6-7�41/52 WEBS 2-9=829/598, 2-8=304/811, 3-8=0/166, 3-7-5501504, 4-7-0/164, 5.7=397/641 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7-98; 140mph (&second gust); h=26ft; TCDL=5Dpst, BCDL-3.Opsf; Category 11; 3) This truss has been designed for a 10.0 bottom chord live load Evp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. psf nonconsurrent with any other 4) This Was requires plate Inspection Perth' Tooth Count Method when this truss is chosen for five loads. quality assurance Inspection. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of Wthstanding 53211, uplift atjoint 9 and 427lb upfiR at)oint 6 LOAD CASE(5) Standard IIIBIB/,, W. {yq�� ENs 09 II DUAL PITCH LOADING (ps0 TCLL 20.0 TOOL 15.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD 2X 4 SYP M 14 BOT CHORD 2X 4 SYP M 14 WEBS 2X 4SYP No.3 t7 14 0 SPACING 240-0 Plates Increase 1.25 Lumberincrease 1.25 Rep Stress Incr YES Cade FBC20047TPI2002 t-0a 78fU 1Md 1662 tie &4tU eJ-10 46To.14 4.33 L12 4 3X4 5.00 �- c 0 6 7 6 3� ram 5x5 = 1414 tso-'L�5x4 I t-aMX4 II e+m s+m 3X®-tr£t4 aaa REACTIONS (lb/size) 9=779/)-&0, 6=641](Machanical Max Hors 9=428goad can 5) Matt UPIR9-420(load case 5). 6=-4540oad case 5) In 4b WD CSI TG 0.39 DEFL In (lac) Udell L/d PLATES GRIP Vert(Lt.) -0.03 7-e >999 360 MT20 244/190 SC 0.27 Vert(TL) -0.10 7-8 >999 240 WB0.61 Hoa{TL) -0.01 6 n/a We (Matrix) W'Ind(LL) 0.03 , a >999 240 Weight: 991b FORCES (Ib)- Maximum Compression/MeAmum Tension TOP CHORD 1-2=207/93, 2-3=909/416, 34--301/97, 4-5=183r126, 5.6=658/437 BOTCHORD 1-9=130/234,&9=5582 7-,=-Wlf760,&7=2/2 WEBS 2-9=fi83/501, 2-8=92/532, 3-8==17, 3-7=640/571, 4-7=228250, 5-7=-489/659 Scale = 1:60.4 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9.1-12 oc bracing. NOTES 1) Unbalanced roof live load. have been considered for this design. 2) Wnd: ASCE 7-98; 140mph (&second gust); h=26M TCDL=5.0ps1; BCDL=3.Opsf Category II; &1, B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate gdp DDL=1.33.. 3) This Was has been designed for a 10.0 psf bottom chard live load nonconanent with any other five loads. 4) This was requires plate Inspection per the Tooth Count Method when this buss is chosen for quality assurance inspection. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 420 to uplift atjoint 9 and 4541b uplift atjoint 6. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply LEVITY/DUNBAR RESIDENCE 9794 M1 MONO TRUSS 1 • oufham Builin Pmtluc Jab Reference o tional 31 9 ts, West Palm Beach,FL 33407. Falk B. fl200 s Mar 52005 NLTek intluslnes, _Ine Mon Sep 11 13:05:1fi 2006 Page 1 1Aa La 10 n2 tea e-af0 as.ts 1.5x4 II r 45 0 3x4 = 8 1x4 II taatlan �toanao 7 6 4x4 = 3x4 = 12as acts Scale = 1:49.4 LOADING(psQ TCLL 20.0 SPACING Plates Increase 24-0 1.25 CSI DEFL In Qoc) I/defl tld PLATES GRIP GRIP TCDL 15.0 Lumber Increase 1.25 TC 0.34 SC 0.23 VeR(Il) -0.03 7-8 >999 3fi0 MT20 0 BCLL 0.0 Rep Stress Inv YES W9 0.32 Vert(TL) -0.07 Horz(TL) -0.01 7-8 >999 240 6 Na Na BCDL 10.0 Code FBC2004rP12002 (Matrix) .Wnd(LL) .0.02 7-8 >999 240 Weight 69Its LUMBER TOP CHORD 2 X 4 SYP M 14 BRACING BOB CHORD 2 X 4 SYP M 14 TOP CHORD applied Structural woad sheathingdi p p ce adios, ezce tend verticals. WEBS 2X 45YP No3 BOT CHORD Rigid ceiling directly applied arr�9.11 bracing 9. REACTIONS (Ib/ske) 6=494/Mechanical, 8=62210-BO Max Hom8=405Qcad rasa 5) Max Up06=430(load case 5). 8=-3060aad case 5) FORCES (lb)- Maximum Compression/Mardmum Tension TOP CHORD 1-2=217152, 2-3=5nn77, 3-0=gor34, 4-5-2N, 4-6=.1271,45 BOTCHORD 1-8=136247,7-8=541/247,6-7=-102/453 WEBS 2-8=.525/402, 2-7=0208, 3.7=0219, e-6=548/489 NOTES 1) Wnd: ASCE 7-98; 140mph (3-secend gust); h=26ft; TCDL=5.0psh BCDL=3.Opsf; Category II; Fop B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 Pat bottom chord live load nonconcu entwith any other live loads. 3) This truss requires plate Inspection per the Tooth Count Method when this truss Is chosen for quality assurance Inspection. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstandIng 430l1b uplift at Joint 6 and 3061b uplift atjcint S. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply LEVITY/DUNBAR RESIDENCE 9794 M2 MONO TRUSS 1 1 3 2 Southern Bulling Protluds, West Palm BeaU+,FL 33407, Felix 0. Job Reference o liana 6.200 s Mar 5 2005 hhTek thdusWes, Inc Mon Sep 11 13:05:792006 Page 1 461 s t-a I Scale=1:31.3 ci 1X4 II 3X4 = 1Jie 0-1-0 79 Plate Offsets (X n' f10.0.1 0-0.111 LOADING(psf) SPACING 2-60 CSI DEFL in Qac) Well Vd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.23 Vert(LL) -0.10 &7 -902 360 MT20 244/100 TCOL 15.0 Lumberincease 1.25 BC0.41 Vert(TL) -0.24 6-7 >384 240 BC0.0 Rep Stress Inc YES WS 0.15 HocQrL) -0.02 4 Na nfa BCDL OL 10.0 Code FBC2004/7PI2002 (Matrix) Wnd(LL) -0.01 &7 >990 240 Weight 361b LUMBER BRACING TOP CHORD 2 X 4 SYP M 14 TOP CHORD Structufai wood sheathing directly applied or 60.0 ae BOT CHORD 2 X 4 SYP M 14 BOT CHORD Rigid ceiling directly applied or 10.0.0 on bracin Puriins. WEBS 2X 4SYP No.3 g• REACTIONS (ibfsize) 4=146IMechaninl, 5=169/Mechanical, 7=4780-8-0 Max Horz7=213Qoad case 3) Max UPIi114=108(lcad case 3), 5=88Qaad case 3), 7=145Qoad rase 3) Max Gcav4=146(load case 1). 5=20490ad case 2), 7=476Qcad case 1) FORCES (to) - Ma+dmum Compressian/Mmdmum Tension TOP CHORD 1-2=330137, 2-3=382/129, 3-4=70/44 BOTCHORD 1-7=39/310,6-7=252010,5.6-OM WEBS 3-6=341277,2-7=212/178 NOTES 1) Wind: ASCE 7412; 140mph (3-secand gust); h=26ft; TCDL=S.Cpsf; BCDL=3.0psh Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed far a 10.0 Pat bottom chord live load ncnconwnentwith any other five leads. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 4) Refer to girders) for buss to truss connections. 5) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 10a Ito uplift aljoint 4, 881b uplift at joint 5 and 1451b uplift at joint 7. LOAD CASEIS) Standard Job Trun Truss Type Oty Ply LEVITY/DUNBAR RESIDENCE 3794 J57 MONO TRUSS 1 1 toumem B II Job Reference (ph 0 33 62M s Mar 5 2005 MRek Industries, Inc Men Sep 11 13:05:19 2006 Page 1 Scale = 1:20.9 1X4 II LOADING(psf) TCDL SPACING Plates Increase 2-0.0 1.25 CSI DEFL In Qcc) Vdefl Ud PLATES GRIP 15.0 TCDL 15.0 Lumber Increase 125 TC 0.18 BC 0.14 V. L) -0.01 4-5 >999 360 MT20 2441190 BCLL 0.0 Rep Stress Inv YES WB 0.06 V.i, -0.03 Horz(TL) -0.02 4-5 >999 240 3 Na We BCDL 10.0 Cade FBC2004rrP12002 (Matrix) WindLQ 0.02 4-5 >999 240 Weight 18It, LUMBER BRACING TOP CHORD 2 X 4 SYP M 14 BOT CHORD 2 X 4 SYP M TOP CHORD Structural wood sheathing directly applied or 5-7-7 oe udins. p WEBS 2 X 4 SYP No.3 BOT CHORD Rigid baiting directly applied or 10.0.0 Mbracing, REACTIONS Wsize) 3=128/Mechanical,4=43/Mechaniml.5=329/0.8-0 Max Horz 5=136goad case 3) Max UPIM3=106Qoad case 3), 4=7Qoad rase 3)• 5=97(load rase 3) Max GMV3=128(load rase 1). 4=75(load rase 2). 5=329(load rase 1) FORCES (lb)- Mabmum Compressian/Mmdmum Tension TOP CHORD 1-2=145/55, 2-3=-65138 BOTCHORD 1-5=0/136,&5=010 WEBS 2-5=278/194 NOTES 1) W1nd; ASCE 7-02; 140mph (3-second gust); 1=2611; TCDL=S.Opsh BCDL=3.0psP. Category II; Ezp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss requires Plate Inspection per the Tooth Count Method when this truss is chosen far quality assurance inspection. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1061E uplift at joint 3, 7Is uplift at joint 4 and 971E uplift at joint 5. LOAD CASE(S) Standard )�Hauuq� EN W...... Q\GENse.vp Job Truss Truss Type ory Ply LbRfEVITY/DUNBAR RESIDENCE 9794 J21 MONO TRUSS 1 1 Jf tonal) 34 ---------_ ----s, West Palloeam,rc maw, Farm6. 6.20g s Mar 5 2005 M7ek IadostrleS, Ino Mon Sep 1113g5192gg6 Page 1 Scale = 1:10.9 1 LOADING(psq SPACING 2-0-0 CSI DEFL in (lae) gde8 Vd PLATES GRIP TCLL 20.0 Plates lname 1.25 TC 0.06 Ven(LL) OAO 4 >999 360 3fi0 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.18 Verl(TL) I 0.00 4 >999 BCLL 0.0 Rep Stress Inv YES WB 0.00 Hom(TL) -0.01 2 Na Na BCDL 10.0 Code FBC2004rrP12002 (Matrix) W,nd(LL) -0.00 4 >999 240 Weight 71b LUMBER TOP CHORD 2X 4SYPM 14 BOT CHORD 2X 4 SYP M 14 REACTIONS (lb/size) 2=73/Medmnical,3=144/Mechaniml,4=260/0-8-0 Max Horz 4=58(load ease 3)- Moor Uplift2-61 Coed case 3).3=144(load case 1).4=67(load ease 3) Max Grav 2=73(load rase 1), 3=490azd case 3), 4=2600oad case 1) FORCES Qb)-Ma>dmum CompressiaNMatdmum Tension TOP CHORD 1-2�3727 BOTCHORD 14=-0/58,34=0/0 BRACING TOP CHORD Structural wood sheathing directly applied ar2-1-14 ee pudins. BOT CHORD Rigid ceiling directly applied or 10-00 ae bracing. NOTES 1) Wind: ASCE 7-02; 140mph (3-second gust); h=26ft; TCDL=5.Cpsf; BCDL=3.Opsf; Category Il; Fxp B; enclosed; MWFRS gable end zone; Lumber OOL=1.33 plate gdp DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chard live load noncananent with my other live loads. 3) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of wiihstanding 61 Is uplift at joint 2,1441Is uplift at joint 3 and 67I1, uplift atjoinl4. LOAD CASE(S) Standard Job rruas Tmss type Oly 01 LEVITTIDUNBAR RESIDENCE 9794 GT2 DUAL PITCH 1 2JbRfe bn35 ----------_---^-, ••__t rams oeem,rc,uaur, reiul e. 8.200 s Mar 52005 M7ek Intl --Wes, Nc Mon Sep 11 '16:47:292006 Page 7 s7-14 gat 11410 1a 2360 2o-102 4714 4-IA d-4-9 5411 SA11 5{.a 4x5 C 4.33112 "— Scale: 31161' 5.00 12 4 14 13 12 11 16 10 9 R 5x5 = 3x4 = 7x8 = 3x4 = 5x5 = 10x10 0 a7-14 gat 11 10 lobo 2i8p 2&11p2 &7.14 64a ti8 Sall 54F11 S+a LOADING(ps) TCLL SPACING 2-0.0 CSI DEFL in (Cc) gde6 Ud PLATES GRIP - 20.0 TCDL Plates Inveaza 125 TC 0.50 Vert(LL) -0.1010.17 >999 360 MRO 244/190 15.0 Lumber Increase 125 BC 0.51 Vert(FL) I -0.3070.77 >999 240 BCLL 0.0 Rep Streas Inv NO WB 0.69 HCM(iL) 0.07 8 n/a Na BCDL 10.0 Code FBC2004rrPI2002 (Matrix) Wlnd(LL) 0.1910.11 >999 240 Weight 375lb LUMBER TOP CHORD 2X 4 SYP M 14 BOT CHORD 2X 6SYP M 14 WEBS 2 X 4 SYP No.3 *Except* EV12 X 6 SYP M 14, EV22 X 6 SYP M 14 REACTIONS 0b/size) 14=450110.&0.8=3351/0.8-6 Max Harz 14=203(load rasa 6) Max Upl,414=2697(jload rase 4), 8=209301 rase 4) BRACING TOPCHORD SWdural woad sheathing directly applied o15-7-3 ac pumns, except end verticals. BOTCHORD Rigid calling dimcily applied Cr 10.0-O oc bracing. FORCES (lb) -Maximum Compression/Maximum Tensian TOP CHORD 1-2=7084/42W. 2-3 6 8913920, 3-4=4921f3124, 4-15=4856/3098, 6-15= 4955/3108, Sfi=6024/3750, &7=8299r3BB7, 1-14=35252115, 7.8=2938/1880 ' BOT CHORD 13-14=12132225,12-13=3718/6461,11-12=-3339/5861,11-16=3305/6576, 10.16=3305/5576, &10=3567/5821, &9=1240/1935 WEBS 2-13=-230/451, 2-12=746/437, 3.12=927/1588, 3-11=1927/1134, 4.11=-1973(J754, 541=1363t992, 5-10=3861672, &10=-321/311, &S—Mg281, 7-13=2531/4280, 7-9=2334/3903 NOTES 1) 2-ply buss to be connected togethervriN 0.131XY Nags as (allows: Top chords connected as follows: 2 X 4- i row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 cc. Bottom chards connected as follows: 2 X 6 - 2 rows at 0.941 o , Webs connected as follows: 2 X 4 - i tout at (.9.0 oc 2) Al loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to dishibute only loads noted as IF) or (B), uniess otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-02; 140mph (&second gust); h=268; TCDL=5.Cpst,, BCDL=3.CpsF Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 5) This truss has been designed for a 10.0 psf bottom chord live load ncncancu ent with any other lwe loads. 6) This Wss requires plate Inspection par the Tooth Count Method when this truss is chosen far quality assurance Inspection. 7) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 2697Is uplift aljoinl 14 and 20931b uplift at joint 8. LOADCASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Incase=1.25 Units= Loads (pl0 Vert: 1-4=70, 4.15=70, 7-15=120(F=50), 8-16-83(F=83) Trapezoidal Loads (pl0 Vert 14=-341(F=321)-bP16=190(F=170) 101111111//�0 EN W. rW4fol i \%pENSF ' �9 •STAI ra9�`�,re• 's119'OI Job Truss Truss rype Dty Ply LEVITY/DUNBAR RESIDENCE 9794 T17 SPECIAL 1 1 sath BI P Jb1,fe,celob one' 36 6200 s Mar 5 2005 hLTek IndusNes, Inc Mon Sep 11 15.052020M Pape 1 1-t0 &1-9 10.11.1 -p{p 29F2 1u &� ass 4x8 MT20H= T58 7-1-91>° 5.00 12 4.33 12 Sc&le = 1:76.5 12 11 10 3x4 = m I:6 0 3x41�,a 4x4 = 5x8 = 4x4 = tz9o-idz t-0a 69-9 ggy TSa T-1-9 6M a4-0 RD Plate Onsets (X VI' f3'0-2-00.3-01 110:0400307 LOADING(psQ TCDL 20.0 SPACING 2-0-0 CSI DEFL in Qoc) WellDtl PLATER GRIP TCDL 15.0 Plates Increase 1.25 TC 0.52 Ve0(LL) -0.07 9.10 >Mg 360 MT20 2441190 BCLL 0.0 Lumberincresse 1.25 BC 0.42 Ven(TL) -0.24 9.10 >999 240 MT20H 187/143 Rep Stress Ina YES INS 0.68 H=C L) 0.08 8 n/a Na BCDL 10.0 Code FBC2004RPI2002 (Matrix) Wnd(LL) 0.11 A-10 >999 240 Weight 159th LUMBER BRACING TOP CHORD 2 X 4 SYP M 14 TOP CHORD Structural wood sheathing directty, applied a4-0 0 co udins. SOT CHORD 2 X 4 SYP M 14 BOT CHORD Rigid wiling directly applied or7-11-7 oc bracing. P WEBS 2 X 4 SYP No.3 REACTIONS Qb/size) 12=1388/0-8-0, 8=1388N8.0 Max Harz 12-1580oad rase 6) Max Upliftl2=-527(load case 3), 8=651 Quad rase 4) FORCES (lb)-Madmum CompresslaNMadmum Tension TOP CHORD 1-2=360/154, 2-3=21191973, 34=16361904, 4.5=1623I868, 5-8=2136MC62, 6-7=a78/l32 BOT CHORD 1-12=-187/393, 11-12=19SM93, 10.11=711/1870, 9.10=848/1883, 8.9=163/409, 7-8=163/409 WEBS 2-12=.1247/658, 2-11=592/1485, 3-11= 45/135, 3-10=566301, 4-10=-248/047, 570=567/414, 5.9=24/163, 6.9--698/1483, 68=1233/699 NOTES Unbalanced reof live loads here been considered for this design. j 2) Wnd: ASCE 7-02; 140mph (3-secand gust); h=26ft; TCDL=5.Cpsf; BCDL=3Dpsf; Category II; Fxp B; enclosed; MWFRS gable end zone,, canelever left exposed; Lumber DOL=1.33 plate grip DOL-1.33. 3) This truss has been designed far a 10.0 psf bottom chord INa load nommawment with any other live loads. 4) All plates am MT20 plates unless otherwise Indicated. 5) This Wss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 6) Provide mechanical connection (by others) of muss to beading plate capable of withstanding 627lb uplift at joint 12 and 651 Its uplift aljoinl &. LOAD CASE(S) Standard 1011111111// W. w9 ENS' --A Jab Truss Truss Type Dry Ply LEVITT/DUNBAR RESIDENCE 9794 T18 COMMON 1 1 Job Rr 37 (optional) ,YL 33407, Farm B a200 s Mar 5 2005 M,Tex Industries, Inc Mon Sep 11 13:05:21 20W Page 1 M 14 0 tie 6F9 1561 VL to 2a8-2 0.r0. 5.00 12 Scale = 1:73.9 4 = 12 11 10 9 8 Jx4 3x4 trt4 4x4 = 5x8 = 4x4 = 1)(40-42 11 1 1Aa82g �29IP,�.1 T-09 7-09 7A 7ae P4a" Plate Offsets fx Y7' m (N2-8 0- -0l f542-8 0-341 110'0-40 0-3-0I LOADING(pst) SPACING 2-0-0 CSI DEFL in am) I/defl Ud PLATES GRIP . TCLL 20.0 Plates Increase 125 TC 0.44 Vert(-L) -0.07 9.10 >999 360 MT20 2441180 TCDL 15.0 - Lumber Increase 125 BC 0.42 Ver(TL) -0.24 9.10 >999 240 BCLL 0.0 Rep Stress Inc YES WE 0.67 Horz(TL) 0.O6 8 ' Na nra BCOL 10.0 Code FBC2004rrP12002 (Matrix) Wnd(LL) 0.0910-11 >999 240 Weight 16011, LUMBER TOP CHORD 2 X 4 SYP M 14 DOT CHORD 2 X 4 SYP M 14 WEBS 2X 4 SYP No.3 REACTIONS Ob/stre) 12=1388/0.8-0, 8=1388/0-8-0 Max Horz 12=105Qoad rase 5) Max Uplift12=6200oad rase 3), 8=5650.d case 4) FORCES alb) - Maximum Compression/Maximum Tension TOPCHORD 1-2=-379/140,2-3=21221852.34=1600/723,4.5= BOTCHORD 1-12=174/415.11-12=236f415,10.11=6a5/1870, WEBS . 2-12=4264/556. L11=511/Iaa1 ztt a1na1 a BRACING TOP CHORD Structural wood sheathing Qrectly applied or 4-7-14 me purlins. BOTCHORD Rigid ceiling directly applied or 8-10.6 oc bracing. 67=379/148 415, 7-8=186/415 6.9=478/1463, S-B=1244/628 NOTES 1) Unbalanced mot lire loads have been considered forthis design. 2) W1nd: ASCE 7-02; 140mph (3-sewnd gust); h=26ft; TCDL=S.OpsY BCDL=3.Opsh Category II; Exio B; encased; MWFRS gable end zone; cantilever left exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) This "as has been designed for a 10.0 psf bottom chord live load noncenanenl with any etherlive loads. 4) This tress requires plate inspection per the Teeth Cant Method when this buss is chosen for quality assurancelnspection. 5) Provide mechanical connection (by others) or truss to bearing plate capable of withstanding 6201b uplift atjoint 12 and 5651b uplift stjoint B. LOAD CASE(S) Standard 1111//A.'0 W. Wq�T i 'ENgF=ti F9 11 Job , Truss Truss Type oty PN LEVITT/DUNBAR RESIDENCE 30 9794 GT1 SPECIAL 1 pp R M1ee, 2JbRf foh 0 6.200 s Mar 52005 M7ek Industries, Inc Mon Sep 1t 13:05:21 Y006 Page 1 140 7-0 114-9 1551 19i-0 ZSSte ZI36 2}t0.2 1� Sa0 62-9 L2-9 }11-] }11-] }11-] 2d12 5.00 12 6x6 = 4x7 � 3x8 5x8 MT201-1 4,51A6 3x5 11 7 7X10 MT20H= ' As 12x12 \\ 4 W1 1 8 9 1 2di;l W1 2 - to e 17 16 15 14 13 12 11 10 3x41�, 8x10 MT20H= 6x6 = 1Ox10 = 6x6 = 8x8 = 3x12 MT20H II 10a ]did 11E-9 1551 1948 1 3f t80 Sag 42d 4-2-9 3.11-7 i 3-114 1 3-11-7 2512 010 SCBIe = 1:74.8 are wnsers lE Y1' Izu-a-BEtl t 2:040O - (9'0.5A Edae] I11'0.3-80-0-01 (120.3A 0407 (740SO Ed 1 (150.2-80-9-41 (160380-0-0) LOADING (pat) SPACING 1-0.0 CSI 13EFL in poc) Vdell Lid PLATES GRIP TOLL 20.0 Plates Increase 1.25 TO 0.99 Vert(LL) .0.241&14 >999 360 MT20 244/190 TCDL 15.0 BCLL Lumber Increase 1.25 BC 0.77 Verl(TL) -0.6913-14 >491 240 MT20H 1871143 0.0 Rep Stress Ina NO WE 0.98 HOrz(TL) 0.15 10 Na n/a BCDL 10.0 Code FBC2004/rP12002 (Matrix) WNd(LL) 0.441&14 >768 240 Weight 405lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 14'Excepr TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-041 oo pudins T32 X 4 SYP M 21. T42 X 4 SYP M 21 (3-9-12 max): 8-9. BOT CHORD 2 X 6 SYP M 24 BOT CHORD Rigid ceiling direcBy, applied or 64-0 cc bracing. WEBS 2 X 4 SYP No.3*Except' JOINTS 1Bri at A(s):9 EV22X 6SYP N0.2,W!2 X4 SYPM 14, W72 X 4 SYP M 14, W142 X 4 SYP M 21 REACTIONS (Ib/size) 10=10442/0-8-0,17=872U/0.&0 Max Hom 17=83(load rase 5) Max Upriftl0=-6678(load case 4),17=55010oad cese 4) FORCES (lb) -Maximum Compression/Maximum Tension TOP CHORD 1-2=2998/1884, 2-3=-16954/10782, 5-4=15375/9819, 4-5=12307/7892, 5L- 122950BB5, &7=15001/9586, 7-9=16984/10829, &9=12659/8082, &10=986516319 BOTCHORD 1-17=17492786, 1&17=17782786,15-16=9878/15532,14-15=9001/14165, 1314=8776/13822, 12-13=9984/15679,11-12=8542/13378, 10.11=709/1102 WEBS 2-17=7143/4554, 2-16=8188/12884, 3-16=1004/1591, &15=170211095, 4.15=2741/4277, 4-14=43CaW62, 5.14=5926/9218, &14=39542548, &13=2590/4038, 7-i1-2419/1566 7-12--13472107, &12=15582486, &11=802615134. &11=9187/14400 NOTES 1) 2-131y buss to be connecded together with 0.131')6' Nails as follows: Tap chords connected as fcliows: 2 X 4-1 raw a104-0 00, 2 X 6 - 2 rows at 0.9-0 oc Bottom chords connected as follows: 2 X 6 - 2 rows at D 4-0 cc. Webs connected as follows:2 X 4-1 row a10-9.0 se. 2) All loads are considered equally appried to all plies, except 8 noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to phi canneclions have been provided to distribute only loads noted as (F) or (8), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) W nd; ASCE 7.02; 140mph (3seoond gust); h=26ft; TCDL=S.Opsh BCDL=3.0psh Category 11; Elm B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOLe1.33. 5) Provide adequate drainage to prevent water pending. 6) This truss has been designed for a 10.0 psf bottom chard live load noncenartem with any other live loads. 7) All plates are MT20 plates unless otherwise indicated. 8) This buss requires plate inspection per the Tooth Count Method when this buss is chosen for quality assurance Inspection. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6678lb uplift at joint 10 and 5501 ro uplift at joint 17. 10) Design assumes 4x2 (Flat orientation) pudins at cc spacing indicated, fastened to buss TC w/ 2-10d nags. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 24391b down and 1591 lb up at 74)-0 on bottom chard. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plq. Vert: 1-5>35, 5.8=5, &9=765(F=730), 1-16=10, 11-16=-680(F=670), 10.11=10 Concentrated Loads (lb) Vert: 16=2439(F) Job Truss Truss type Dry Ply LEVITTIDUNBAR RESIDENCE 9794 ' J7 MONO TRUSS 17 1 9oN B R JbR ( ( t 11 39 6.200 s Mar 5 2005 HLTek Industhes, Inc Mon Sep 11 13.05:22 2006 Page 1 I E 1X4 II Scale=1:25.0 LOADING(psf) TCLL 20.0 SPACING 2-0-0 CSI DEFL in 0.) We fi Vd PLATES GRIP TCDL 15.0 Plates Incease 1.25 Lumber lnaease 1.25 TC 0.33 Vert(LL) -0.03 45 >999 360 MT20 244/190 BCLL 0.0 Rep Stress Ina YES BC 0.21 WB 0.08 Vert(TL) Hca(rL) -0.10 0.05 4-5 3 >643 240 BCDL 10.0 Cade FBC2004/TP12002 (Matt.) W4nd(LL) 005 45 n1a >999 n1a 240 Weight: 231b LUMBER TOP CHORD 2X 4 SYPM 14 BOT CHORD 2 X 4 SYP M 14 WEBS 2X 4 SYP No.3 REACTIONS Qb/size) 3=174/Mechanlral,4=64/Mechaalea1,5=386im-0 Mau HorzS=167(load case 3) Max UAR3=13500ad case 3), 4=600ad case 4), 5=176(laad case 3) Max Grev3=174(load rasa 1).4=104(lead case 2), 5=386goad rase 1) FORCES (lb)-Maldmum Compressicn/MWdmum Tension TOP CHORD 1-2=200/69, 2a= 14f52 BOT CHORD 1-5=0/167, 45=0/0 WEBS 2-5=3571280 BRACING TOPCHORD Structural woad sheathing directly applied or 6-0-0 oc puains. BOTCHORD Rigid ceiling directly applied ar 10.0-0ao bracing. NOTES 1) Wnd: ASCE 7-02; 140mph (3-second gust); h=26ft; TCDL=5.0psh BCDL-3.OpsF Category II; Fop B; enclosed; MWFRS gable end zone; camilever left exposed: Lumber DOL=1.33 plate gap DOL=1.33. 2) This buss has been designed for a 10.0 Psf bottom chard live load nonconcument with any other live loads. 3) This buss requires plate inspection per the Tooth Count Method when this truss Is chosen for quality assurance inspection. 4) Refer to girder(s) for buss to buss connections. 5) Provide mechanical connection (by others) of buss to bearing plate capable mwithstanding 1351b uplift at faint 3, 6lb uplift atjoint 4 and 1761b uplift at joint 5. LOAD CASE(S) Standard 14111111" W. wg9T. ENS*% i9 'yS�jTPI Job Truss Truss Type Dry Pry LEVITT/DUNBAR RESIDENCE 9794 F7 SPECIAL 1 1 40 J bR f oti n --l— l..W ...... acp n la:wmz zuw rage I 5 41 F 10.1-3 1560 14/0.1] 219Il 3040 52-5 4/0.13 410.13 410.13 4-10.13 S23 Scale = 1:53.7 3x4 II 4x8 MT20H= 1x4 II 5x6 = 1x4 II 48 MT20H= 3x4 II 1 2 3 4 5 6 7 11 10 7x6 = 5x12 MT20H= 10.1a MENNEN VIA 9 8 5x12 MT20H= 7x6 = s-9611 is" Plate Offsets ((.Y): f4:030.0.8-01 [9 D4-003-0I ryOOb-00-3-0I LOADING(psf) SPACING 2-0-0 CSI DEFL In Doc) gdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.75 Vert(LL) -0.30 .9-10 >999 360 MT20 2441190 TCDL 15.0 Lumber Increase 1.25 BC 0.99 Vert(TL) -0.97 9-10 >366 240 MT20H 1871143 BCLL 0.0 Rep Stress Inv NO We 0.88 Horz(TL) 0.19 8 We nia BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Wnd(LL) 0.56 9-10 >635 240 Weight: 1561b LUMBER TOP CHORD 2X 4 SYP M 14 BOT CHORD 2X 4 SYP M21 WEBS 2 X 4 SYP No.3'Except- EV72X4SYP M14,EV22X4SYP M14 REACTIONS (lb/size) 11=2436/Mechmical, 8=24381Mechanlcal Max Uplift11=1589goad case 3), 8=1589(laad rase 3) BRACING TOP CHORD 2-0-0 oc pudms (2-9-15 max): 1-7. except end veNcals. BOTCHORD Rigid ceiling directly applied or 3-104oc bracing. WEBS 1Row at midpl 2-11.6-8 JOINTS 1 Bmca at Jt(s): 1,7 FORCES (lb)-Mabmum Compre ionlMarimum Tensian TOP CHORD 1-11=310f2A1, 1-2=178r79. 2a=526513392, q 4- 528aG406, 45=-5283/3406, 5-6=5265/3392, 6-7=17a,79, 7-6 101241 BOTCHORD 10.11=217313262,9-10=3796/5767,8-9=2173/3262 WEBS 2-11=3638/2456, 2-10=14562393, 310=586/473, 4-10=571/461, 4-9�571/461, 5-9=596/473, r g=14562393, 6.8=36362466 NOTES 1) Wind: ASCE 7.02; 140mph (3-secend gust); h=26ft; TCOL=S.Ope , BCDL=3.Ops(; Category II; Exi, B; enclosed; MWFRS gable end zone; cantilever left exposed; Lumber OOL=1.33 plate grip DOL=1.33. 2) Provide adequate drainage to preventwater ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcorrent with any other rive loads. - 4) Al plates are MT20 plates unless otherwise Indicated. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15891b uplift at joint 11 and 1589lb uplift at joint 8. 8) Design assumes 4x2 (flat orientation) pudins at oc spacing Indicated, fastened to truss TC w/ 2-1 Od nails. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-7=122(F=52), 8-11=42(F=22) Truss Toss Troe an PN=LEVITTIDU.NBARRESJUE�NCE F9 SPECIAL 1 ----- e p .....,. , rrm, Palm eeaa,FL 33 07, Felix B. 62W s Mar 5200nTek lndustnes, Inc Mon Sep 11 13: 55:222006 R7-12 ll� %+ 3040 7-7-12 7-4J 7i4 7-7-12 SCale = 1:54.6 2.5x6 3x5 = 5X6 = 3x5 = 2.5x6 11 2 3 4 5 1 1 W 4 W 6 2 10 9 8 7 6 7x6 = 3x4 = 3x6 MT20H= 3x4 = 7x6 = ' 10.13 1410.13 36aa to-ta ao-n io-ta Plate Offsets (X W 13-1 03-41 LOAOING(psf) SPACING 2-M CSI DEFL In Qoc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.94 Vert(LL) -0.17 9.10 >999 3I60 MT20 2441190 TOOL 15.0 Lumber Increase 125 SC 0.69 Vert(R) -0.47 9.10 >768 240 MT20H 1871143 SCLL 0.0 Rep Stress Inc YES WB 0.76 Hmz(TL) 0.11 6 n/a n1a BCDL 10.0 Code FBC2004/rP12002 (Matrix) Wind(LL) 0.23 .7-9 >999 240 Weight: 1561b LUMBER BRACING TOP CHORD 2 X 4 SYP M 14 TOP CHORD 2-0-0 oopumns (4�6a 9 mc):1-5. except end verticals. BOT CHORD 2 X 4 SYP M BOT CHORD Rigid ceiling directly applied or 5-611 oc bracing. WEBS 2X4SYP No.3 WEBS 1Row at mIdpt 2-10.4-6 JOINTS 1 Brace at Jt(s): 1.5 REACTIONS (Ib/size) 10=1337/Mechaniral, 6=1337/hlechaNral Max Upllft1(3=872(load rase 3), G=8720oad rase 3) FORCES (Ib)-Maximum Compression/Maxmum Tension TOP CHORD 1-10=250225, 1-2=101/49, 2-3=223B/1413, 3-0=2238/1413, 4-5=-101/49, M6 250225 BOT CHORD 9-10=1312/1962, 8-9=1697/2649, 7-8=16972 9, 6-7=131211982 WEBS 2-10=2106/1430, 2-9=192/604, 3-9=400)3W, &7=-4001366, 4-7=192/604, 4-6=210671430 NOTES 1) Wind: ASCE 7-02; 140mph (3-second gust); h=26ft; TCDL=5.Opsf BCDL=3.Opsh Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL-1.33 plate grip DOL-1.33. 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Ali plates are MT20 plates unless otherwise indicated. 5) This truss requires plate inspection per the Tooth Count Method when this mass is chosen for quality assurance Inspection. 6) Referto girdegs) far buss to truss connections. 7) Provitle mechanical connection (by others) of truss to bearing plate capable of withstanding 87211, uplift al)aint 10 and 87211, uplift atlainl6. B) Design assumes 4x2 (Bat orientation) punins at oc spacing indicated, fastened to imss TC w/2-10o nails. LOAD CASE(S) Standard Job�F�lsls Truss Type Ory Ply LEVITY/DUNBAR RESIDENCE SPECIAL 42 ing P,--.Wi,.Palm Beach,FL33407,Feliz B. Jab Reference a Bona 6.200 s Mar 52005 hLTek Industries, Inc Mon Sep 11 1v:Le:" 20ue Pace 1 7-7-12 15 7-7.12 �� aaaa ]+1 7J 7.7-12 3x4 11 3x4 = 5x6 = 3x4 = 3Acfile = 1:54.2 10 9 8 7 6 7x6 = 3x4 = 3x5 = 3x4 = 7x6 = ... 1a1a 1s.lafa rota did,. s000 Plate Offsets LOADING (ps}) TCLL 20.0 SPACING 200 - CS] DEFL in QW) Well Ud PLATES GRIP TCDL 15.0 Plates Increase 1.25 Lumber Increase 1.25 TC 0.88 Vert(LL) -0.17 6-7 -999 360 MT20 2441190 BCLL 0.0 Rep Stress Ina YES BC 0.65 WB 0.72 Ven(TL) -0.45 67 >789 24C BCDL 10.0 Cade FBC2004?P12002 (Matrix) Horz(TL) Wnd(LL) 0.09 6 0.17 ,7-9 Na >999 Na 240 Weight: 1631b TOP CHORD 2 X 4 SYP M 14 BRACING SOT CHORD 2 X 4 SYP M 14 TOP CHORD 2-0-0 ao puriins (502 am.); 1.5. except end vertices. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 5-1-9 cc trading. WEBS 1 Row at midpl 2-10, 46 JOINTS 1 Brace at Jt(s): 1, 5 REACTIONS gb/size) 10=1337/Mechanical, 6=1337/Mechmical Max 1Jp1ift10=-6720oad case 3), 6=872Qoad rase 3) FORCES (lb)-Mabmum Compression/Maximum Tensicn TOP CHORD 1-10=24CJ221,1-2=78n7, 2-3=1853/7170, 3-0=185311170, 4-5=78/37, &a--246221 BOT CHORD 9.10=108711624. 8.9=14032108, 7-6-14032108, G7=1087/1624 WEBS 2-10=1837/1247, 2-9=182/578, 3-9=3571327, &7=357/327, 47=182/5-/8, I S=1837,1247 NOTES 1) Wind: ASCE 7-02; 140mph (3-second gust); h=26ft; TCDL=5.Opsh BCDW.Opsh Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1-33 plate grip DOL=1.33. 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psf bottom chord We load ncncenanent with any other live loads. 4) This truss requires plate Inspection per the Tooth Count Method when this buss Is chosen for quality assurance inspecticn. 5) Refer to girde (s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of vathstanding 072Ib uplift at Joint 10 and 8721b uplift at joint 6. 7) Design assumes 4x2 (flat orientation) pudins at cc spacing indicated, fastened to truss TC w/2-1 Od nails. LOAD CASE(S) Standard W. 6yq� ENSF . %0, Job Truss Truss Type Oty, ply LEVITT/DUNBAR RESIDENCE 9794 F13 SPECIAL 1 1 A 4 u S th 8 gP tl cla West P ImB W,FL 33407,F la B. 6.200s Mar 5200.5 M7ek Industries, Inq Mon Sep 7713:05:232008 Pagel )-).12 150U a�4 ]eea -7-12 7- 7i 7-7.12 3x4 11 3x4 = 5x6 = 3x4 = 3x4 11 Scale = 1:58.9 10 9 8 7 8 7x6 = 3x4 = 3x5 = - 3x4 = 7)(6 _ - 10.1d 1910.13 ]atr0 10.1d 9911 0.W Plate Offsets (X try f3:a8-00.3-01 LOADING(pst) SPACING 2-0-0 CS] DEFL In 0ac) Udell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.84 Vert(LL) -0.18 &10 >999 360 MT20 24VIgg TCOL 15.0 Lumber Increase 1.25 BC 0.62 VerITL) -0.45 9-10 >799 240 BCLL 0.0 Rep Stress Ina YES WB 0.71 Horz(Tq 0.08 6 Na Na BCDL 10.0 Cade FBC2004frPI2002 (Matrix) Wtnd(LL) 0.14 .7-9 >999 240 Weight 7711b LUMBER BRACING TOP CHORD 2 X 4 SYP M 14 TOP CHORD 2-0-0 ae puains (6-5..0 max): 1.5. except end verticals. BOT CHORD 2 X 4 SYP M14 BOT CHORD Rigid ceiling direWy applied or 6-7-13 oe bracing. WEBS 2 %4 SYP No.3 WEBS 1 Raw at W dpt 2-10,4-6 JOINTS 1 Brace at Jt(s): 1, 5, REACTIONS (Ib/size) 10=1337/Mechwiral, 6=1337/Mechanicel Max Uplifi70--872goad wse 3), 6=872(load ease 3) FORCES (Ib)- Maximum Compression/Maximum Tension TOP CHORD 1-10=243/219, 1-2=63/29, 2-0=1680/998, 3.4=15801398,45=63/29, 5E=243219 SOT CHORD 9-10=928/1386, 8-9=1196/1797, 75=1196/1797, F7=92a/1366 WEBS 2-10=1656/1124, 2-9=-176/563, 3.9=3301302, 3-7=3301302, 4-7=176/563, 4-6=1656/1124 NOTES 1) Wnd: ASCE 7-02; 140mph (3-1econd gust); h=26H; TCDL=5.0psf; BCDL=3.OpsY Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip OOL=1.33. 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 par bottom chard live load nonmnamerd with any other five loads. 4) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 5) Refer to girder(s) for truss to truss connecdcns, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8721b uplift at joint 10 and 872 I6 uplift at joint 6. 7) Design assumes 4x2 (Oat orientation) pudins at ae spacing Indicated, fastened to truss TO w/ 2-1 Od nails. LOAD CASE(S) Standard Jab TM1159 Truss type Oty Py LEVITY/DUNBAR RESIDENCE 9794 F15 SPECIAL 1 1 4 oumern Bulling Products, West Palm Beach,FL 33407, Felix S. Job Reference (optional) 6.290 s Mar 5 2005 MiTek Industnes, Inc Man Se ,11 13:0524 2006 Pagel -]-12 tSAU 23ii 3nOe 2x6 II 7-7-12 3x4 = 5x6 = 3x4 = 2x6 II Scale: 3/16"=1' 2 3 4 5 1 W1 2 W 4 W W6 2 10 9 8 7 6 7x6 = 3x4 = 3x4 = 3x4 = 7x6 = rota 1a10.13 sago taro sou as Plate Offsets M h' 13:0-3.0 03-07 LOADING(psf) TCDL SPACING 2-0-0 Plates Increase 1.25 CSI TC 0.79 DEFL In (lac) Vdefl Ud PLATES GRIP 15.0 TCDL t5.0 Lumber lnaeass 1.25 BC 0.60 Ven(LL) -0.18 Vert(TL)' -0.45 9.10 >999 360 6-7 >799 240 MT20 24411SO BCLL 0.0 BCDL 10.0 Rep Stress lna YES Vae 0.72 Horz(TL) 0.07 6 Na Na Code FBC2004rrP12002 (Mahbr), Wnd(LL) 0.11 ,7-9 >999 240 Weight: 179 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 14 TOPCHORD DOT CHORD 2 X 4 SYP M 14 240-0ocpurlins(59-11 max): 1-5, except end vergrals. BOT CHORD WEBS 2 X 4 SYP N0.3 Rigid ceiling directly applied or 7-1-9 cc bracing. WEBS 1 Row al Wdpt 1-10. 6.6. 2-10, 3-9, 3-7. 44i JOINTS 1 Breca at Jf(s): 1, 5 REACTIONS Maize) 10=1337/Mechanical, 6=1337/Mechwiral Max Upliftl0=-872Qoad rase 3). 6=872(load case 3) FORCES (Ib)-Ma#mum Compression/Mammum Tension TOP CHORD 1-10=241217, 1.2=5224, 2J=1378/870, 34=137SM70, 45=52/24, Sfi=241/217 BOTCHORD 9-10=0911208,8-9=1G42/1566,7-8=lW2/l566,6-7=809/t208 WEBS 2-10=1528/1037, 2-9=172I553, 3-9- 311285, 3.7=311285, 47=172/553, 4-6=1528M037 NOTES 1) Wnd: ASCE 7-02;140mph (3-second gust); h=26fl; TCDL=S.Opst BCDL=3.OpsF, Category II; Exp B; enclosed; MVJFRS gable end zone; Lumber DOL-1.33 plate grip DOL=1.$3. 2) Provide adequate drainage to prevent water ponding. 3) TNs truss has been designed for a 10.0 pet bottom Nord rive load nanconwnenlwith any other five loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Refer to girder(s) for truss to truss cannections. 6) Provide mechanical connection (by others) of truss to bearing Plate capable of withstanding 872lb uplift at joint 10 aml 872lb uplift at joint 6 7) Design assumes 4x2 (flat orientation) puriins at cc spacing indicated, fastened 10 truss TC W/ 2-10d nails. LOAD CASE(S) Standard W. )yq9e ENSF •.tiR9 a J � •STAI m2 i re�'dSO i r •J Job �• truss Truss gyps OH Ply LEVITT/DUNBAR RESIDENCE 9794 HH10 SPECIAL 1 1 S uin B P tl J bR f (optainan 45 6200 s Mar 5 2005 m—' Industries, Inc Mon Sep 11 13:05242006 Pags 1 5615 10.1oe 14106 te-ae 24 12 a0.0.0 SB-15 SST 44a 410.10 a11-12 l 416 = 5.00 12 3X8 = 1x4 11 5x5 = 2x5 I I Scale = 1:77.2 3 4 5 R I 6X12 = 7x6 = 12 11 10 1X4 II 4x7 = 3x8 = 5x5 = 5.05 12 II IX4 II.___ Ill LOADING(psQ SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 15.0 Lumber Increase I 1.25 BCLL 0.0 Rep Stress Ina YES SCOL 10.0 Cade FEC2004ITP12002 LUMBER TOP CHORD 2 X 4 SYP M 14 SOT CHORD 2 X 4 SYP M 14•Excepr FA7 2 X 4 SYP No.3 WEBS 2X4SYP No.3•Except- EV1 2 X 4 SYP M 14 4p0 410.10 � � 1030 L51 TC 0.90 DEFL Vert(L-) In Pool Vdeg Vd -023 11-12 >999 360 PLATES GRIP MT20 BC O.68 VerkTQ -0.5911-12 >608 240 244/190 W Wnd((U-) (matrix) ) 0.09 9.10 >999 240 Weight 204lb BRACING TOP CHORD Structural wood sheathing directly applied ar 5.9-15 oc pudins, except end verticals, and 2-60 w purfne (5-4.9 mac): 3-7. BOTCHORD Rigid miring directly applied or 7-7-7 = bracing. WEBS 1Row at mldpt 6-8,2-12 JOINTS 1Bram at Jt(s):7 REACTIONS (Ib/s¢e) 8=1337/Mechmiea1,12=1337/Mechmiral Max Horz 12-2410oad case 3) Max UPgft8=873(load ease 3), 12=fi47Qoad ease 3) FORCES Qb)-Maximum Compression/Matdmum Tension TOP CHORD 1-2=218/88, 2-3 -1477/842, 3A=1298M28, 45=1736/1113, 5-6=1736/1113, 6-7=65/9, 7-8=1721149, 1-12=235f137 DOT CHORD 11-12=826/1166, 10-11-906/1374, 9.10-970/1502, 8-9=740/1086 122 WEBS 2-11=185, 3-11=88/284, 4-11=169Ha8, 410=-534rJm, 4. =307/531, 5-9=.351/321, 6-9-5501959, 6-B=1487M045, 2-12=143Ef784 NOTES 1) Wind: ASCE 7-02; 140mph (3-secand gust); h=266; TCOL=S.0psF, BCDL=3.Opsf. Category II; EV B; en4ased; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psf bottom chord five load nonconmirent with any other live loads. 4) This lives requires plate inspection per the Tooth Count Method when this buss is chosen for quality assurance inspection. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 873lb uplift at joint a and 647 to uplift at joint 12. 7) Design assumes 412 (gel orientation) pudins at oc spacing Indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard tllaajy� W. s� ENSF•,t<n9 Jab Tress Truss type Dy Ply LEVITT 5 151R RESIDENCE 9794 HH12 SPECIAL 1 1 S lh 8 1 P d J bR f f h 11 46 8each,FL33407, Felt B. 6.200 s Mar 52005 NuTek Industries, Inc Mon Sep 11 13:0535 2008 Page 1 6615 1240-5 169a 21 12 3040 6 15 61T 4z7 = 6-10-10 41142 Sao 5.00 12 3x4 = 5x5 = 2x5 11 Scale = 1:83.0 3 4 5 R 6x12 = 7x5 = 11 10 9 1x4 II 2x4 II 3x8 = 5x6 = uc 5.05112 II 1 eels i 141oe Jx4 II s 1 a Plate Offsets (X YI' f3:0-40 0.2-01 15:0.2-8 0.301 f8 0.1-12 0-0-01 LOADING (Pat) TCLL 20.0 SPACING 2-0-0 CSI DEFL. in Q-) Well L/d PLATES GRIP TCDL 15.0 Plates lnaeam 1.25 TC 0.91 Vert(LL) -0.22 7-8 >999 360 MT20 244/190 BCLL 0.0 Lumberinaease 1.25 BC 0.66 Ven(TL) -0.58 7-8 >620 240 BCDL 10.0 Rep Stress Ina YES WB 0-58 Har4(TL) 0.06 7 Na Na Code FBC2004?PI2002 (Matrix) Watt 0.06 8-9 >999 240 Weight 2031b LUMBER BRACING TOP CHORD 2 X 4 SYP M 14 TOP CHORD Structural woad sheathing directly applied or S4L5 0c purims, except end verticals, BOTCHORD 2 X 4 SYP M 14 -Except- and 2-0-0 cc pudins (S&15 max.): 3-6. FA72X4 SYP No.3 BOTCHORD Rigid calling directly applied or 8-2.7 oc bracin WEBS 2X 4SYP No.3 g. WEBS 1 Raw at midst 6-7, 0.9, 49, 5-7 JOINTS 1 Brace at Jljs):8 REACTIONS (lb/slu) 7=1337/Mechanieal, 11=1337/Merhaniwl Max Harz11=286Qcad case 3) Max UPIIft7=-868Qoad rise 3),11=610Qoad case 3) FORCES (Ib)-Maximum CamprassiaNMaomum Tension TOP CHORD 1.2=1471/692, 2-3=1469/845.34-122(v776, 45=152eM79, 5-6=58/8, 6-7=176/152,1-11=1274/618 BOTCHORD 1(-11=341/95,9-10=802tl225,8-9=1059/1675,7-8=633 3 WEBS 2-10-444/348, 3-10=1981117, 3-9=22fl62, 49=5751383, 4-8=0203, 5-8=5461936, 5-7=1383/970, 1-10=549/1295 NOTES 1) VMnd; ASCE 7-02; 140mph (3�secand gust); h=26ft; TCOL=S.Opsf; BCDL=3.0psh Category 11; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide adequate drainage to prevent water panting. 3) This (ruse has been designed for a 10.0 pef bottom chord live load nommncument with any other live loads. 4) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Refer to girder(s) for trues to truss connections. 6) Provide mechanical connection (by others) of trues to bearing plate capable of withstanding 6681b uplift at joint 7 and 610 lb uplift at Joint 11' 7) Design assumes W (gat orientation) pudins at oc spacing Indicated, fastened to truss TC 112.1 Od nails. LOAD CASE(S) Standard Jab I Truss Truss rypa Dty Plv LEVITY/DUNBAR RESIDENCE 9794 HH14 SPECIAL th 6 1 1 Job R f (pti n 47 ------------ re,,,, o=e,,,,rL.,.r,w,rein e. -- 6.200s Mar 52005 MiTek mtlusMes, Inc Mon Sep t113:05:252006 Pagel 7815 1410a 19ea 24 12 3a00 7F15 7J7 $%7 =H0.10 4li-T1 Sai 5.00 F12 tx4 11 3x4 = 2x4 11 Scale = 1:87.6 3 4 5 R 6x12 = 7x6 = 11 10 9 1x4 II 2.5x4 11 3x5 = 5x12 = 4.91' 4� l l 7415 14109 W 1112-e2 I saes 7d-15 7a-7 410-10 1a Vista Offsets (x Y)• H.. 210.1-121 12:03-0 0301 f3 0.3A 0-2 11 18 0.t 11 0-0-01 LOADING (pat) SPACING 2-0-0 CSI DEFL in pool Udefl Lid PLATES GRIP TCLL 20.0 plates Increase1.25 TC 0.98 Vert(LL) -0.21 7-8 >999 360 MT20 244/1W TCDL 15.0 Lumberincrease 1.25 BC 0.63 Veri(TL) -0.54 7-e >fi64 240 BCLL 0.0 -Rep Stress Ina YES VVB 0.60 Horz(TL) 0.04 7 Na Na BCDL 10.0 Code FBC2004frP12002 (M-414 Wind(L-) 0.07 .e-9 >999 240 Welght: 208 to LUMBER BRACING TOP CHORD 2 X 4 SYP M 14 TOP CHORD BOTCHORD 2X 4 SYP M 14-Except• FA1 2 X 4 SYP No.3 BOTCHORD WEBS 2 X 4 SYP No.3 WEBS JOINTS REACTIONS (lb/size) 7=1337/Mechanical, ll=1337/Mechanical Max Hon ll=33lQWd case 3) Max Up1ift7=861Qoad rase 3), 11=575(laad rase 3) Structural wood sheathing directly applied or 5-4-14 oc purrins, except end verticals, and 2-0-0 oc puffins (6.0.0 max.): 3-6. Rigid ceiling direr ly applied or7-10-3 oc bracing. 1 Raw at Mdpt 6-7, 2-9, 3-9, S-7 1 am. at A(s): 6 FORCES Ila)- Maximum Compression/Maldmum Tension TOP CHORD 1-2=1533/680, 2-3=13381716, 3.4=1301/819, 4-5=1301/819, 56=-06/5, 6-7=167/144,1-11=1258/588 BOTCHORD 10-.11=399/130,9.10=869/1330,8-9=-78211250,7-s=551/819 WEBS 2-10=309/237, 2-9=247242, 3-9=189/195, 3-8=172275, 44�--303292, 5-a= 470/846, 5-7-13261922,1-10--499/1279 NOTES 1) Wnd: ASCE 7-02;140mph (3-second gust): h=2611; TCDL=5.0psf; BCDL=3.Opsf, Category II; Exp S; endoseQ MWFRS gable end zone; Lumber DOL=1.33 plate gdp DOL=1.33 2) Provide adequate drainage 10 preventwaler pending. 3) This truss has been designed for a 10.0 psf bottom chord live load nancon0erent with any other fire loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss Is chosen for quality assurance Inspection. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of oust to bearing plate capable of withstanding 66111, uplift aljoinl7 and 575lb uplift atjoinl 11. 7) Design assumes 4x2 (flat orientation) pudins at oc spacing Indicated, fastened to buss TC w/ 2-1 Od nails. LOAD CASE(S) Standard I„e(eoLLeol' ��CENSF ti T�9 Job Truss Truss Type Gry ply LEVITT/DUNBAR RESIDENCE 9794 HH16 SPECIAL 1 1 .6fing P aimueaM.FL 33,$07, Felix S. 485.200 s Mar 52005 N r a K 0auatdas, Inc Mcn Sep 111305262006page1 781a 14108 15.1e6 US12 28-9-2 3040 7S1s 737 2-4x6 = 6.11d TiHa 1- - 5.00 rl2 3x4 = 5x5 = 0 13 12 11 5x5 = 3x5 = 6x6 = 1x4 II 2.5x4 II 3x5 = 5x12 = 4.911wil 7S1s 10.1ae 1 22-9-12 3a0.a 741s 7d7 L1 10 p 11 744 Scale: 1/8"=1' Plate Onsets (X YI: It'0.2-0 0-1-121 121 0.3-01 11T0-0.70 0.5 BI LOADING (psi) TCLL SPACING 2-0-0 CSI in (lee) Well Ud PLATES GRIP 20.0 TCDL 15.0 Plates Increase 1.26 TC 0.9701) -0.06 8-9 >999 360 - MT20 2441190 Lumber lncease 1.25 SC 0.38(TL) FD�EFL -0.1711-12 >999 240 BCLL 0.0 Rep Stress Inc YES INS 0.94(R) 0.03 8 Na Na BCDL 10.0 Cotle FBC2004lTPI2002 (Matrix)d(LL) 0.0710.71 1999 240 Weight 237 lb LumetH BRACING TOP CHORD 2 X 4 SYP M 14 TOP CHORD BOT CHORD 2X 4 SYP M 14-Ercepl' FA72X 4 SYP No.3 BOTCHORD WEBS 2 X 4 SYP Nc.3 WEBS, REACTIONS Qb/size) 13=1337/Mechanical, 8=1337/Merhanical Max Harz 13=3580cad oase 5) Max 1JP9ft13=-W0oad case 3). 8=819Qoad case 3) Structurel wood sheathing directly applied or 5-4-15 oc Pudins, except end verticals, and 2-0.0 oc purgns (0.0.0 max.): 4-6. Rigid ceiling directly applied or 7-10-14 =bracing. 1 Raw at midpt 2-11,311,411,6-9,7-8, Be FORCES (Ib)- Maximum ComFreselon/Maximum Tension TOP CHORD 1-2=1531/645, 2-3=1344/667, 3-4=12817766, 45=1127016, 5-6=959/622, 6-7=3lyd5, 1-13=1257/562, 7-"1/59 BOT CHORD 12-13=423/130,11-12=858/1329,10-11-746/1199, 9-10=599/959, 8-9=-1301198 WEBS 2-12=315,722, 2-1 l=243/239, 3-11=329Y258, 4-ll=203/188, 4.10=30/148, 5.10=258/449, 59=867/649, 6-9=774/1258,1-12�467/1278, 68-1318/926 NOTES 1) Unbalanced roof rive loads have been considered for this design. 2) Wnd: ASCE 7-02; 140mph (3-seccnd gust); h=26ft; TCDL=5.Ops0 BCDL=3.apsf; Category II; Fxp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate gdp DOL=1.33. 3) Provide adequate drainage to prevent water podding. 4) This buss has been designed for a 10.0 psf bottom chord live load noncenwrrent With any other five loads. 5) This buss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Refer to girder(s) for miss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54B Is uplift at Joint 13 and 819lb uplift at joint 8 8) Design assumes 4.12 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w12-10d nags. LOAD CASE(S) Standard I as I, Truss Truss Type Cry Ply LEVITY/DUNBAR RESIDENCE 1794 MV4 VALLEY 7 1 (� S th B Fractions.al,Beach,F]. 33407, Felix B. Job Reference (optional) 49 6200 s Mat 5 2005 1 .-1w ANTek Ind11 , Inn Man Sep 11 13:05:272006 Page u soo too Scale = 1:12.3 LOADING(pso TCLL 20.0 SPACING 2-0-0 Plates Increase 125 CSI DEFL In (lac) Vden Ltd PLATES GRIP TCOL 15.0. Lumber Increase 1.25 TO 0.29 BC 0.16 Vert(LL) Na - n1a 999 Vert(TL) n/a We 999 MT20 2441190 BCLL 0.0 Rep Stress Ina YES WS 0.00 - Hart(TL) 0.00 Na We BCDL 10.0 Cade FBC20D4/TPI2002 (Matrix) Weight 13lb LUMBER BRACING ' TOP CHORD 2 X 4 SYP N1.3 TOP CHORD Structural wood sheathing directly applied or4-0-0 oc BOT CHORD 2 X 4 SYP N.3 puffins, except end vertical, BOT CHORD Rigid ceiling directly applied or 10.0-0 oc brawn 2X 45YP No.3 9� REACTIONS Qb/size) 1=141/4AQ3=141X0D Max Harz 1=97(laad rase 5) Max UPIi0i=71(load rase 5), 3=112(load rase 5) FORCES (lb)-Ma>dmum CompmssicrofMardmum Tension TOP CHORD 1-2=57/34, 2-3=109/121 BOTCHORD 1J=0/0 NOTES 1) W1nd: ASCE 7-98; 1401ph (3-second gusq; h=26ft; TCDL=5.0psh BCDL=3.Opsf, Category II; Exo B; enclosed; MWFRS gable end mne; Lumber DOL=1.33 plate gdp DOL=1.33. 2) This Was has been designed for a 10.0 psf bottom chard live load nommnarrent with any other We loads. 3) This truss requires plate Inspection per nose Tooth Count Method when this ss is chosen for quality assurance inspection. 4) Gable requires continuous bottom Word bearing. 5) Provide mechantcal connection (by others) of Wss to bearing plate capable of withstanding 71 he uplift at joint 1 and 112lb uplift at feint 3. LOAD CASE(S) Standard i t 10110j W. KA 9r e ENSF•.•.t(`9 II Job • • Buss Tmss Type Ory Ply LEVITT/DUNBAR RESIDENCE 979< 11V6 VALLEY 5 1 50 SOutnem Bulling Pmducts, Wan Palm BeaN,R 33407, Fetix B. Job Reference a tional 6.200 s Mar 52005 hbTek IndusWes, Inc Mon Sap 11 1,cub 26 2D06 Page 1 boa 1.5x4 II 2 2x4 � 1.5x4 II Scale = 1:21.6 LOADING Lipso SPACING 24)-0 CSI DEFL in Doc) Well lid PLATES GRIP TCLL 20 20.0 Plates Increase 1.25 TC 0.77 Vert(LL) n/a - Na 999 MT20 2441190 TCDL 15.0 Lumber Increase 1.25 BC 0.44 Ved(TL) Na Na 999 SCLL 0.0 Rep Stress Inv YES WB 0.00 Horr(TL) 0.00 n/a r9a BCOL 10.0 Code FBC2004rFP12002 (MatrdO Weight: 20lb LUMBER BRACING TOP CHORD 2X 4SYP No.3 SOT CHORD 2X 4SYP No.3 TOP CHORD Structural wood sheathing directly applied or 6a0 oc puffins, except end verticals. WEBS 2X4SYP BOTCHORD Rigid ceiling directly applied or 10b0 oc bracing. No.3 REACTIONS (Ib/size) 1=231/6-0-0, 3=23116-U Max Harz 1=1600oad cave 5) Max Uprdtl=1170Md case 5). 3=1840oad case 5) FORCES 0b)- Mamnum ComPreselon/Maximum Tension TOP CHORD 1-2=94155, 2-3=1791199 SOT CHORD 1-3=010 NOTES 1) W1nd: ASCE 7-98; 1401ph (3-second gust); h=26ft; TCDL=5.0psf, BCDL=3.0pst Category 11; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 2) This buss has been designed for a 10.0 psf bottom chard We load nonconament with any other live loads. 3) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen forquarity assurance inspection. 4) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection (by others) of truss to bearing plate capableafyrithstanding 117 lb uplift atjoint 1 and 184lb uplift atjoint 3. LOAD CASE(S) Standard 11111/// 1N. LV•9gT i ENSF ••,t"9 I Job • . Truss Truss rype 0H Plr LEVI TY/DUNBAR RESIDENCE 9794 MV8 VALLEY 3 1 51 ,Southern wing Products, West Palm BeoM,FL 33407, Felix B. Job R fa enw o Vona 6200 s Mar 5 2005 NuTek Industries, Inc Mon Sep it 13:05:26 20g6 Page 1 aan 8p-0 1.5x4 II 3 Smie = 1:28.1 1x4 II aoo 1.5x4 11 son LOADING(psQ SPACING 2-0-0 CSI DEFL In Qoc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase. 1.25 TC 0.52 Ved(LL) a -TCOL 15.0 Na 999MT20 244tl90 rncrease1.2C 0.30 Vert(TL) Na - Na 9g9 BCLL 0.0 Rep Stress Ina YES Wd 0.12 Hmz( L) 0.00 Na n/a BCOL 10.0 Code FBC20041TPI2002 (Matrix Weight 29lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oe pudins, except and verticals. BOT CHORD 2 X 4 SYP No.3 WEBS 2X4SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 00 breclng. REACTIONS (INsize) 1=1518-0-0, 4=17818.0.0, 5=44918-60 Max Harz 1=222Qoad case 5) Mar Uplift4=-141 Qoad case 5), 5=357Qoad Case 5) Max Gmvl=81Q0ad rasa 5), 4=178Q0ad case 1), 5=449(load rase 1) FORCES Qb)- Maximum CompressionlMaximum Tension TOP CHORD 1-2=235157, 23=78/40, 3.4=1381153 BOTCHORD 1-5==Q¢ -010 WEBS 2.5--349(387 NOTES 1) Wed: ASCE 7-98; 1401ph (3-sewnd gust); h=26ft; TCDL=S.opsf; BCDLc9.0pst, Category 11; Pxi, B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate gdp DOL=1.33. 2) This truss has been designed for a 10.0 Pat bottom chard live load nonwnarrenl with any other live loads. 3) This truss requires plate inspection per the Tooth Count Method when He buss is chwen for quality assurance Inspection. 4) Gable requires Continuous bottom chord bearing. 5) Provide mechanical Connection (by others) of Cass to bearing plate Capable of withstanding 14111, uplift at joint 4 and 3571b uplift at joint 5. LOAD CASE(S) Standard Job . , Truss Truss Type Dry Ply LEVITT/DUNBAR RESIDENCE 9794 T21A SPECIAL S th B P 1 1 J b Rere f tiI) 5 2 _--_._...__,...,,,, ,,,,a,,,,��a.weq reux e. 62. Mr 52005 MI X lndustrles,Ine Mon Sep 1113:05:272005 Pagel 5-1A2 I 1040 17+13 I i 2361a 30. &1-12 41" 7+1s 5x7 = s.1-14 f nee � 5.00 12 Scale 4 3x4 i 3x4 5x5 i 3 T W 5 5 W9 W6 5x7 = 2.5x4 II 2 W 6 1 20 C 1 1 F 2 1 FB1 2x6 = 6 9 o 0 0 13 5 = 3x4 = 1x4 II 4x4 = tx4 II I� v 1.5x4 12 11x4 }I{I�. 11 10XI4111[ 4x6 = 10Od 4x12 -144a 1)+1] 2040 23610 ]au-p tpaa Plate Onsets (%Y)' f242.80-3-01 LOADING(psf) TCLL 20.0 SPACING 2-D-0 CSI DEFL In (lac) gdeft Ud PLATES GRIP TCOL 1.0 Plates Increase 1.25 Lumber Increase 7.25 TO 0.91 Vert(LL) -0.17 11-12 >999 360 MT20 . 244/190 0 BCLL .0 "' -Rep Stress Inn YES BC 064 . NB 0.95 Vert(TL) -0.45 11-t2 -794 240 BCDL 10.0 Code FBC20047TPI2002 (Matrix) Horz(TL) Wnd(LL) 0.14 13 0.11 10 Na >999 Na 240 Weight 214 to TOP CHORD 2 X 4 SYP M 14 BOT CHORD 2 X 4 SYP M 14 -Except' FBI 2 %4 SYP No.3, FC1 2 X 4 SYP N0.3 WEBS 2 X 4 SYP Ne.3 •Except• EV1 2 %4 SYP M 14 REACTIONS (Ib/size) 12=1337/Merhanimi, 13=1337M-3-8 Max Harz 12=1900oad rasa 5) Max UPtift12=5319oad case 3),13=5470oad rase 4) FORCES (lb)-MaAmum Compre TOPCHORD 1-2=187/82,2-3= BOT CHORD 11-12=-586/1117, WEBS 2-11=,74/300,3.1 BRACING TOPCHORD Structural wood sheathing directly applied or 440 ac pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 9-5.11 oc bracing. WEBS 1 Raw at midpt 2-12.6-13 JOINTS 1 Brace at Jt(s):8 1-12=222/131, 7-13=-1337/547, 6-7=1259/558 2-12=1432/805, 6-8=560/1530 NOTES 1) Unbalanced reef rive loads have been considered for this design. 2) Wtnd: ASCE 7-02; 140mph (3-second gust); h=26ft; TCDL=5.Cpsh BCDL=3.0psf; Category II; Exy B; enclosed; MWFRS gable end zone; cantilever left exposed ; Lumber DOL=1.33 plate grip DOL=1.33. 3) This truss has been designed for a 10.0 psf bottom chard rive load noncananent with any other live loads. 4) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 5) Refer to girder(s) for Wss to truss connections. 6) Bearing atjoinl(s) 13 considers parallel to grain value using ANSITTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 631 lb uplift atjaint 12 and 5471b uplift alloint 13. LOAD CASE(S) Standard Job 0 • =Tmsls TussypeDry Pro LEVITT/DUNBAR RESIDENCE 9794 SPECIAL 2 1 rJ3 Job R f ob 11 ---- ern a _Pmdu, du,.,, ..=„ raim oeam,rt u:1407, teiw R - - 6300 5 Mer 5 2005 M I ek lndustnes, Inn Minn Sep 11 13:05:2a 21306 Page l 1-24 &74 12 14&13 2410.10 314 1-za 5+12 5 13 6&13 5X7 = &1-14 658 5.00 12 Scale = 1:83.3 5x5 = 3X4 = 1X4 II 4X4 = 1X4 II 2X6 = 13 12 1x4 II x41*P 5X0 i 5 g�c ( 1.5x4 = 1 124a 14 1-13 214 31i 1 10.88 41-0 2-7-13 2.114 9411 0.24 Plate Offsets fX Y1:11 130.1-120.301 f1t&1-140481112. 4120-1-121 LOADING(pst) SPACING 2-0.0 CSI DEFL in Qoc) Ifde6 L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TO 0.99 Ver9LL) -0.2212-13 >999 360 MT20 2441190 TCDL 15.0 Wmberincrease. 1.25 BC 0.75 Vert(m) -0.5872-13 -617 240 BCLL 0.0 Rep Stress lncr YES -WB 0.50 HOrz(TL) 0.12 14 Na Na BCDL 10.0 Cade FBC2004/TP12002 (Matrix) Wnd(LL) 0.1311-12 >999 240 Weight 2041b 3 LUMBER BRACING TOP CHORD 2 X 4 SYP M 14 TOP CHORD Structural woad sheathing directly applied or 4-5-14 co pudins, except end ver8cols. BOTCHORD 2 X 4 SYP M 14 -Except' BOTCHORD Rigid ceiling directly applied or 7-6-15 oc bracing. FA1 2 X 4 SYP No.3, FBI 2 X 4 SYP Na.3 WEBS 1 Raw at midpt 3.13 WEBS 2 X 4 SYP No.3 JOINTS 1 Brace at Jt(s):9 REACTIONS (Ibkize) 13=1460/0-3-0, 14=1347/Mechanical Max Horz 13=2340oad case 5) Max UpliR13=-540(load rose 3),14=-546Qcad ease 4) FORCES (Ib)- Maximum CemPression/Mebmum Tension TOP CHORD 1.2=683123, 2-3=663/177, 3-0=2077/875, 4-5=2275MO21, 5-6=1901/859, 6-7=22581913, 8-14=13471546, 7A=126B/557 BOTCHORD 1-13=60/582,12-13=929/1999, 11-12=847/2048,10.11>-591/1683, &10=761/2002. &9=221/460 WEBS 2-13--3201WI. 313=1733/821, 312=18, 202, 4-12=63aM3, 4-11=27/252, &11=399/825, &10=105/384, 6.10=454/269, 6.9=1C(/123, 7-9=557/1555 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wad: ASCE 7-02; 140mph (3second gust); h=26h; TCDL=5.Opsf BCDL=3.OpsP, Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left exposed ; Lumber DOL=1.33 plate grip DOL=1.33. 3) TNs truss has been designed for a 10.0 psf bottom chord rive load nonconwnent Mth any other rive loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 640lb uplift at Joint 13 and 646Is uplift at joint 14. LOAD CASE(S) Standard 111111 I I j I// V�pENS41, *%9 Job • + Truss Truss Type aty Ply LEVITY/DUNBAR RESIDENCE 9794 T22 SPECIAL 4 1 Pa. 3 N B P J b R f f h n 5 4 - fi200 s Mar 5 2005 Nh7ek Industries, Inc. Mon Sep 11 1305:212116 Page 1 0 tdd 7-zs 12d 1W3 2"0o-10 31i 1d0 565 4 11 a 13 5x7 = 6144 e-6e 5.00 Fiff Scale = 1:83.3 5 13 12 5x5 = 3x4 = 4x4 = 14 5x9 = 5x12 = 2x 3x4 *—S0 2.94 12I 1.5x 4A8-4 12 12L 1 -0 ia81 I 21d 1 31i 1 iSa r 7-100 41-0 2-7-13 2-11J 9&a 040 rIaoe Unsets lx yT 13'' 2-40-3-07 ry1'0.1-71 � 81 f13'0-1-020.3-41 LOADING (psi) TCLL 20.0 SPACING 2410 CSI DEFL in (I-) Well Ud PLATES GRIP TCGL 15.0 Plates Increase 1.25 TO 0.54 Vert(LL) -0.13 12-13 >999 360 MT20 244/160 BCLL 0.0 Lumber Increase 1.25 BC 0.80 Vert(TL) -OAS 12-13 >795 240 Rep Stress Ina YES WB 0.9r HoaO'L) 0,20 15 Na Na BCDL 10.0 Cade FBC2004/(P12002 (Matrix) Wind(LL) 0.2212-13 >999 240 Weight 2041b TOP CHORD 2X 4 SYP M 14 BOT CHORD 2 X 4 SYP M 14 -Except- FA1 2 X 4 SYP Ne.3, FB1 2 X 4 SYP N0.3 WEBS 2 X 4 SYP No.3 •Except• EV22 X 4 SYP M 14 REACTIONS (lb/size) 14=1483M S-0, 15=1324/Mechanical BRACING TOP CHORD Structural wood sheathing directly applied of 3-9.2 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 531 oc bracing. JOINTS 1 Brace at Jigs):9 Max Hom 14=3790oad rase 5) Max Upliftl4=841 Qcad cave 5), 15=881 Qoad terse 6) FORCES (Ib)-Maximum Compression/Maximum Tensian TOP CHORD 1-2=135f149, 2-3=3254/2000, n 4- 2420/1393, 4-5=219811275, 5£=1651/l070, 67=2214/1083, 8.15=1324/681, 7-8=1246)fi91 BOT CHORD 1-14=148/142, 13-14=377/84, 12-13=-185312661, 11-12=1392/2243,10-11=820/1637, B-10=89211961, B-9=308/463 WEBS 2-14=134OM39, 2-13=1698MO25. 3-13=259/516, 3-12=523/547, 4-12=150/131, 4.11=366/372, 5-11=5741768, 5-10=189/372, fi-10=-458/427, 6.9=93]IQ, 7-9-- 94/1511 NOTES 1) Unbalanced roof live Icads have been considered for this design. 2) WSnd: ASCE 7-98; 140mph (3-second gust); h=26R TCDL=5.OpsF BCDL-3.OpsP, Category II; F� B; enclosed; MWFRS gable and zone; Lumber DOL=1.33 plate grip DOL=1.33. 3) This Was has been designed for a 10.0 psf bottom chard live load noncencument with any other live loads. 4) Al plates are tx4 MT20 unless otherwise indicated. 5) This truss requires Plate inspection per the Tooth Count Method when this Was is chosen for quality assurance inspection. 6) Refer to girders) for buss to truss connections. 7) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 841 Ib uplift at joint 14 and 681 It, uplift at joint 15. LOAD CASE(S) Standard 111II/j," W . si .K''9gT i e1VSF°.� 49 Joe ' • Truss Truss Type city ply LEVITTlDUNBAR RESIDENCE 9794 MV10 VALLEY 2 1 �� Job Reference o vonal as 5 au em Bulling Pmduds, West Palm Bearh,FL 33407, Felix S. 6.200 s Mar 5 2005 m F.K Industries, Inc Man Sep 11 130538 zuu* Page 1 10 a-0 acre 2.5x5 II 3 Scale = 1:35.2 tx4 111oa.o 2X4 11 10.aa � LOADING(psp. SPACING 2-0.0 CSI DEFL in Qac) Well L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC O.fi1 Vert(LL) Na - Na US MT20 244/190 TCDL 15.0 Lumberincrease 1.25 BC 0.35 Vert(TL) Na - Na 999 SCLL 0.0 Rep Stress Ina YES WB 0.13 Hors(TL) 0.00 4 Na Na BCDL 10.0 Cade FBC2004/IP12002 (Matra) Weight: 37 N LUMBER SPACING TOP CHORD 2 X 4 SYP No-3TOPCHORD Structural wood sheathing directly applied 01e-0-0oc purtins, except end verticals. BOT CHORD 2 X 4 SYP No.3 WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oe bracing. OTHERS 2 X 4 SYP No.3 REACTIONS Qb/size) 1=102110-0-0,4=238110.60,5=48111D-0.0 Max Horz 1=284Qaad case 5) Max Uplift4=190(load rase 5), 5=-381(lwd rase 5) FORCES Qb)- Maximum Campression/Mardmum Tension TOP CHORD 1-2=232/5, 2-3=141/17, 3-4--176/199 BOT CHORD 1-5=-45/55, 4-5=45/55 WEBS 2-5=381/425 NOTES 1) Wind: ASCE 7-98; 140mph (3-second gust); h=2614 TCDL-5.0psf, BCDL=3.OpsF, Category 11; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate gdp DOL=1.33. v' 2) This truss has been designed for a 10.0 pelf bottom chord live load nonconcunenl with any other live loads. 3) This truss requires Plate inspection per the Teeth Count Method when this truss is chosen far quality assurance inspection. 4) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 1901b uplift atjoint 4 and 381 Its uplift atjoint 5. LOAD CASE(S) Standard Job Truss Truss Type Ory Pry 9794 MV12A VALLEY LEVITY/DUNBAR RESIDENCE 1 1 oa.CJ 6 th B l P lob R ( ( B 11 --s. • ol.,, w i,r� o,.wr, rein P. 6.200 s Mar 52005 MlTek Industries, Inc Mon $ep 11 13:05:39 20W -Page LOADING (psf) TCLL 20.0 TCDL 15.0 SCLL 0.0 BCDL 10.0 LUMBER TOPCHORD 2X4SYPNo.3 BOT CHORD 2 X 4 SYP N1.3 WEBS 2X 4 SYP No.3 OTHERS 2X 4SYP No.3 lase 12da5X4 It lass 4x5 falo Scale = 1:42.0 3 4 3x5 i 7 6 5 1x4 II 1.5x4 II SPACING 2-0-0 CS] DEFL in Doc) I/den Ltd PLATES GRIP Plates Increase 1.25 TC 0.44 Vert(LL)- Na - Na 999 Mr20 244MOO Lumberincrease 1.25 HC 027 Vert(rL) Na - Na 999 I Rep Stress Inv YES WB 0.13 Hom(rL) -0.00 5 n/a Na Cade FBC2004/rP12002 (Matrix) Weight 501b TOPCHORD StmcWrel wood sheathing directly applied or 60-O oe pudins, except end verticals, and 2-0.0 oc pudins (10-0.0 max): 3-4. BOT CHORD Rigid boiling directly applied or 6.0-0 cc broclng. JOINTS 1 Brace at Jt(s):4 REACTIONS 0b/slze) 1=191/124)-0, 5=42/12-0-0, 7=533/12-0-0, 6=319/12k0 Max Ham 1=311(load was 5) Max Uplift1=-24(load rase 5), 5=47(load rase 2), 7=42490ad rase 5), 6=2100oad case 5) Max G2v1=1910oad case 1). 5=430aad case 5), 7=5330cad rase 1), 6=31 Sliced rase 1) FORCES (Ib)- Maximum Compression/Maximum Tension TOP CHORD 1-2s254171, 2-3 0/47, 34-0/2, 45=-BaM BOT CHORD 1-7=10/8, 6-7=10/8, 5-6=2/0 WEBS 2-7=393/426, 3-6=254/258 NOTES 1) Wind: ASCE 7-98; 140mph (3-second gust); h=26R TCDL=5.OpsP, BCDL=3.Opsf; Category II; Pxp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide adequate drainage to prevent water pending. 3) This buss has been designed for a 10.0 psf bottom chord live load nonconuurent with my other rive twos. 4) This buss requires plate inspecton per the Tooth Count Method when this tmss is chosen for quality assurance inspection. 5) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection Dry others) of truss to bearing plate capable of withstanding 2411, uplift at joint 1, 471b uplift at joint 5, 4241b uplift at joint 7 and 210111 uplift at joint 6. 7) Design assumes 4x2 (gat orientation) pudins at cc spacing indicated, fastened to truss TO w/ 2.1 Od nails. LOAD CASE(S) Standard W. W +i ENS;•. _�9 Jab Truss Truss Type Oty Ply LEVITY/DUNBAR RESIDENCE 9794 • GT3 SPECIAL 1 2 �8uuulemB InoP tlct w 6200 b Mar b zWb Wait lntlusWes, Ne Mon Se J P 11 13.05:292006C� Page 1 M lop 1 11ae I law i z a I zssta I zs- alga F 37 a. �a? taz i la-0 5-s-0 4ad 4-4-4 sta 6x7 =Sa an-u }n-te }n-13 1-za zau 5.00 i2 5x5 = Scale = 1:105.7 7X10 i 5x8 8x12 MT20H= 8x12 MT20H= 14 13 24 23 22 21 10X10 = 8x8 = 7x6 = Bx8 = 4x12 MT20H II 4x15,- 7x6 = 4X12 MT20H II 7X6 = 1 4 II ton laetn111n less 17x'¢¢g I 75a.10 2 7 1a9 a-BO 468 xw 3343 }7--1C 9M S18 1it1I 0-La Plate Offsets 0(h' 13'0.2-803-01 IB'0.5.40.2-0I f12:058 Ednel f14.04-80.2-01 (150.2-120501 ryfi 0.3-004011180400-0-81 1190380-5-Q 1200.700.5-e1 f210.5.8 Ed LOADING s (P 0 TCLL 20.0 SPACING Plates Increase 2-0-0 1.25 CSI DEFL In (lac) Vdel Utl e1 30.2-80.4A1 PLATES GRIP BCDL 15.0 Lumber Increase 1.25 TC 0.90 BC Vert(L-) -0.17 16-17 >999 360 MT20 24411 90 BCLL 0.0 Rep Stress Ina NO 0.94 WB Vert(TL) -0.5016-17 >593 240 MT20H 187/143 BCDL 10.0 Code FBC2004/TPI2002 0.92 (Matrix) Hca(TL) WMd(LL) 0.06 13 0.3216-17 Na >932 Na 240 LUMSER Weight 606lb TOP CHORD 2 X 4 SYP M 14 •Except• BRACING T32 X 4 SYP M 21, T42 X 4 SYP M 21 TOPCHORD Stmdural wood sheathing directly applied or 2-2-1 oc pudins, except end verticals, BOT CHORD 2 X 6 SYP M 24 'Except' and 2-0.0 oc pains (337 max): 6.7, 11-12. B2 2 X 4 SYP M 21 BOT CHORD Rigid ceiling directly applied or 2-1.8 oc bracing. Except WEBS 2 X 4 SYP N0.3 -Except- EV22X 6SYP N0.2, W82 X 4 SYP M 14, Wt32 X 4 SYP M 14 WEBS 1 Row at midpl 5.20 1Rovr at midpt B-18 Wt92 X 4 SYP M 21, VV202 X 4 SYP M 21 JOINTS 1 Brace at Jt(s): 12 REACTIONS (lb/size) 13=11873•0.8-0, 21=17380)0.7A, 24=2654/0.8-0 Max Horz24-282(load rase 5) Max Up11013=-75670oad case 4), 21=lM47(load M e 3), 24=1541Qoad rase 3) Max Grav13=11873(ioad MSG 1), 21=17380(load case 1), 24=26810cad rase 9) FORCES (lb) -Maximum Compression/Maximum Tension TOP CHORD 1-2=921/492, 2-3=-47542844, 3.4=1120/627, 4-5=3033t4919, 5-6=39202565, 67=-6C63/4005, 7-8=1474/4267, 8-9=10774/6863, 9.10=15116I9576, 10.11=19678/12525, 11-12=14246/9067,12-13=10670/6820 , _ BOT CHORD 1-24=491/904, 23.24=709/904, 22-23=2664/4209, 21-22=291/l84, 20.21=16216/10224, 520=1092A/6875, 19-20=-04562906,18-19=2068(J453,17-18=6167i9B96, 16-17=-8770/73926, 15-16=11635/18288,14-15=9722/15271, 13-14=853/1330 WEBS 2-24=22153/1429, 2-23=2029/3424, 3-23=2050rJ274, 3-22=-38852511, 4-22=325WS122, 20.22=849/1422, 4.20=6299/4037, 5-19-6694/10669, 6-1g=,3829/2413, 6.18=3611/5715, 7-18=-14132215, 8-18=6415/4110, 8-17=4105/6455, 9-17=5553rd5B5, 9.16=3313/5182, 10.16= 939/3243, 10.15=234913688,11-15=-3224/5069, 12-14=10234/16090, 11-14=1142517293 NOTES 1) Special connection required to disWtute bottom chord loads equally between all plies. - 2) 2-piy truss to be connected together with 0.131',G' Nags as follows: . TOP chords comected as follows:2 X 4-1 row at 0-7-0 M. 2 X 6- 2 rows at 0-9-0 co, Bctlom chards connected as follows: 2 X 6.3 rows at 0-4-0 era, 2 X 4-1 row at 0.9-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 ao. 3) At loads are considered equally applied to all plies, except V noted as front (F) or back (8) few in the LOAD CASE(S) section. Ply to ply connections have been provided to distrbute only loads noted as (F) or (B), unless otherwise indicated. 4) Unbalanced root live loads have been considered for this design. 5) Wind: ASCE 7-02; 140mph (3-second gust); h=26ft; TCDL=5.Cpsf; BCDL=3.0ps0 Category II; Exp B; enciased; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 6) Povide adequate drainage to prevent water pending. 7) This truss has been designed for a 10.0 psf bottam chord live load nonconcanent Win any otherfive loads. 8) All plates are MT20 plates unless otherwise Indicated. 9) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7567 to uplift at Joint 13, 10947 to uprm atloint 21 and 1541 lb uplift at joint 24. 11) Design assumes 4x2 (flat orientation) pudins at ere spacing indicated, fastened to truss TC W/2-10d nalls. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated toad(s) 2439IS down and 1591 to up at 7-0-0, and 6033 Is down and 3935lb up at 3730 on bottom chard. The desigNselection of such connection device(s) is the responsibility of others. LOAD CASES) Standard 1) Regular. Lumber Increase=1.25, Plate Inaewe=1.25 Uniform Loads (pit) Vert 1-6=-70, 6.7=70, 7-11=70, 11-12=477(F= 07), 1-23=20, 21-23=642(F=-622), 1520=642(F=822), 13.15=20 Concentrated Loads (lb) Vert 23=2439(F) 15=6033(F) ,Aeetolua„", OW. ��CENSF''•:�9 Doti Truss Tms: type oty Ply LEVITi/DUNBAR RESIDENCE 9794' T20A SPECIAL 7 1 S th B II P JbRh fob 9 58 6.200 s Mar 5 2005 Mu7ek intlustnes, Inc Mon Sep 71 13:05:3072006 Paga 1 J<o. &loft 165e I 1a14 1- 0.2 ]i z 1.40 7ae gas sou 5x6 = 7a2 7a2 uo 5.00 12 '4x4 13 12 5x6 = 3x8 = 5x7 = 1.5X4 II 3x5�a 5x9 .43F4214 lzoo 1d5' I&4 1a14 1 zs-za i 35.10.2 ]q-z 1 itWd 450 5a14 7a3 742 a4d LOADING (Pat) SPACING 2-00 TCLL 20.0 Plates Inaease 1.25 TCDL 15.0 I Lumberinaease 125 BCLL 0.0 - Rep Stress Ina YES BCDL 10.0 Cade FSC20041TP12002 LUMBER TOP CHORD 2X 4 SYP M 14 SOT CHORD 2 X 4 SYP M 14'Except• FA1 2 X 4 SYP No.3 WEBS 2 X 4 SYP No.3 •Except• EV2 2 X 6 SYP Ne.2 11 619 N Scale = 1:99.1 CS1 DEFL In 0=) Well Ud PLATES GRIP TC 0.68 Vert(LL)-02212-13 >999 360 MT20 241190 BC 0.77 Vert(TL) -0.6112-13 -700 240 WB 0.96 Hoa(R) 0.17 8 Na r9a (Matmx) W1nd(LL) 0.25 - 11 >999 240 Weight 21411b BRACING TOPCHORD Structural Woad sheathing direcily applied or3-6-3 = purtins, exceptendvenicals. SOT CHORD Rigid ceiling directly applied or 5a1 oc bracing. WEBS 1 Row at midpt 3.13, 6-10 REACTIONS (lb/size) 13=1725A].", 8=1600/Mecha lcal Max Hoa 13=4110aad ease 5) Max Upliftl3=1029goad ease S), 8=8300oad os 6) FORCES 0b)- Maximum Compresalon/Maxlmam Tension TOPCHORD 1-2=697)159,23--779/470,3-4=3123N744,4-5>2231M266. BOT CHORD 1-13=247/627, 12-13=1651/2491, 11-12=1319/2139,1(-11= WEBS 2-13=485/625,3-13=2101/1118,3.12=-BBW49,3-11=409ME 6.7=2868/1410,7-8=.1509/848 -11682548, 8-9=5321779 , 4-10=1097/896, 5.10=708/1233, 6-10=678/611, 6-9=28/171, 7-9=-824/1775 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 140mph (3�second gust); h=26h; TCDL=5.0psl; BCDL=3.0psf; Category 11; Exp B; entlwed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate gdp DOL=1.33. 3) This truss has been designed for a 10.0 psf bottom chard live load nonconwment with any other live loads. 4) This buss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Refer to girder(s) for buss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 10291b uplift aljoint 13 and 830 Ib uplift igoint 8. LOAD CASE(S) Standard E� W . wggr i o fp � •STAI t� r2 Job Truss Truss Type aty PN LEVITr/DUNBAR RESIDENCE 9794 MV6A VALLEY 1 1 Q ,S th Swing P d as W tP I B NFL 33407 F B. J a 5.200 s We 5 2005 MTek Indusbles, Inc. Man Sep 11 73:05:302006 Page 1 sae Ba 2aa 3x4 = 2x5 Scale = 1:16.4 II 5.00 12 3 2 3x4 � 2x4 II soo Plate Offsets fX Yli20.2-00.2-17) LOADING(ps0 TCLL 20.0 SPACING 2-0-0 CSI - DEFL In Qoc) Well Ld PLATES GRIP TCLL 10.0 Plates lnaease 1.25 Lumberincrease 1,25 TC 0.45 Vert(LL) n/a - Na 999 MT20 2441190 BCLL 0.0 Rep Stress Ina YES BC 0.3a 1NB 0.00 Vert(R) HorxM) Na 0.00 4 Na Na 999 Na BCDL 10.0 Code FBC2009/TPI2002 (Matrix) n Weight: 19 lb TOP CHORD 2 X 4 SYP No.3 BOT CHORD 2 X 4 SYP No.3 BRACING TOP CHORD Structural mod sheathing directly applied or 6-" oc p p urins, t end verticals, except WEBS 2 X 4 SYP No.3 BOT CHORD and 2-0-0 oc pudins: 23. Rigid calling directly applied of 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s):3 REACTIONS (Ib/size) 1=231/640,4=231/640 Max Horz 1=04(loatl case 5) Max Upliftl=1240oad ease 5), 4=1410oad case 3) FORCES (lb) - Maximum COmPmwi-NMaximum Tension TOP CHORD 1-2=249l104, 2-3=184/115.3i 152/137 BOTCHORD 1-4=115/184 NOTES 1) Ndnd: ASCE 7-9a; 140mph (3-second gust); h=26ft: TCDL=5.0ps0 BCDL=3.epe, Category II; Exp B; enclosed; MWFRS gable end Zane; Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 pal bottom chord live load nonconcanentwith any other five loads. 4) This truss requires plate inspection per the Tooth Count Method when this buss is chosen for quality assurance inspection. 5) Gable requires continuous bottom chord bearing. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124lb uplift at joint 1 and 141 He uplift at joint 4. 7) Design assumes 02 (Flat orientation) pudins at oc spacing Indicated, fastened to truss TC w/ 2-1 Old nags. LOAD CASE(S) Standard Jae • , truss Trass type Oty Ply LEVITT/DUNBAR RESIDENCE 9794 MVBA VALLEY I Job Reference loptional 1 1 � n -5 th B II ng Products. West Pei 8 rh fL 334W F B 6.200 s Mar 52005 MTek thdusWes, Ina Mon Sep 71 130530 2006 Page 1 as s ea a 188 438 4X4 = II 5.00 12 2 - 3 1.SX4 Scale = 1:17.2 _ aoa LOADING (pst) TCLL '- SPACING 2-0.5 CSI DEFL in Qoc) I/deff Ud PLATES GRIP 20.0 TCOL 15.0 Plates Increase 1.21 TC 0.57 Vert(U-) Na - Na 999 MT20 244l190 Lumber Increase 1.25 BC 0.23 Vert(TL) Na - Na 999 BCLL 0.0 Rep Stress lncr YES V0 0.O6 Hors(TL) 0.00 4 We Na BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight 261b LUMBER BRACING TOP CHORD 2X 45YP No.3 BOB CHORD 2 X 4 SYP No.3 TOPCHORD Structural wood sheathing directly applied or 6-D-0oe puriins, except end verlIcals, WEBS 2 X 4 SYP No.3 and 2-0.0 a pudins: 2.3. BOT CHORD Rigid ceiling directly applied or 10-0 0 oe bracing. JOINTS 1 Brace at Jt(s):3 REACTIONS (ib/size) 1=137/&M.4=177/8-0-0,5=328/8-00 Max Hors 1=93Qoad cese 5) Max Upiift1=79Qoad case S), 4=125Qoad case 3), 5=177(laad case 3) FORCES Qb)-Mazmum CompressiOrdMaxlnwm Tension TOP CHORD 1-2=622, 2.3-0/0, 3.—145l134 BOTCHORD 1-5=.2428,4-5-0/0 WEBS 25=239205 NOTES 1) Wind: ASCE 7-98; 140mph (3-second gust); h=26ft: TCDL=S.Opsh BCDL=3.Cpsf. Category II; F-V B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconvwrrent with any other live leads. 4) This truss requires plate inspection per the Teeth Gaunt Method when this truss, is chosen for quality assurance inspection. 5) Gable requires continuous bottom chord bearing. 6) Provide mechanical connection (by others) of totes to bearing plate capable of withstanding 79lb uplift at joint 1. 125lb uplift at joint and 177lb uplift at joint 5. 7) Design assumes 4x2 (gat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard Jae •. Truss Truss Type cry Ply LEVITTlDER; (RESIDENCE 9784 MV10A VALLEY - 1 1 � y ocumem B II g Products, West Palm Beay.FL 33407, Felix B. 62CO s Mar 520M MRek Industrlea, Ina Mon Sep 11 1305:31 20a6 Page 1 sa-e laaa 3$9 rya 4x7 = Scale = 1:18.0 5.00 12 2.5x5 II 2 3 Cx4 % 1x4 II 2X5 II LOADING(pso SPACING 2-0.0 CSI DEFL in Qoc) Well L/d PLATES GRIP TCLL- 20.0 Plates Increase 1.25 TC 0.68 Ve t(LL) r9a - Na 999 MT20 2441190 TCOL 15.0 Lumberinrrease 1.25 BC 0.38 Ven(TL) n/a - P/a 999 BCLL 0.0 Rep Stress Inv YES WS 0.08 Hc.TL) 0.00 4 Na n1a BCDL 10.0 Code FBC2004/rPI2g02 - (Matrix) Weight 32lb LUMBER BRACING ' TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural woad sheathing directly applied or 6-0-0 ee purrins, except end verticals,BOTCHORD 2X4 SYP No.3 and 2-0.0 oe purims(&0-0 maz): 2-3.WEBS 2 X 4 SYP No.3 BOT CHORD Rigid calling directly, applied or 10-0-0 oe bracing. OTHERS 2 X 4 SYP No.3 JOINTS 1 Brace at Jt(s): 3 REACTIONS (te/sae) 1=161110. 0,4=281110-0-0,5=380/10.0-0 Max Horz 1=93(load rase 5) Max Upliftl=73Qoad rase 5). 4=187Qaad case 4). 5=222(load case 3) FORCES (lb)- Maximum Compression/Maximum Tension TOP CHORD 1-2=268/134, 2-3=208/141, 34--218202 BOTCHORD 15=171240,45=141207 WEBS 2-5=281265 NOTES 1) Wnd: ASCE 7-98; 140mph (e-second gust); 11=26ft; TCDL=5.0psf, BCDL=3.Cpsr; Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate gdp DOL=1.33. 2) Provide adequate drainage to prevent water candling. 3) This truss has been designed for a 10.0 pad bottom chard live load nonconcument with any other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Gable requires continuous bottom chord bearing. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withslanding 731b uplift atjoint 1, 187111, uplift atjoint 4 and 222lb uplift atloint 5. 7) Design assumes 4x2 (flat orientation) purms at cc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard 'oaugOs W. °6y,��✓o4 ENSF°:��9 FF Job Truss Truss Type Dry PN LEVITY/DUNBAR RESIDENCE 9794 MV12S VALLEY 1 1 62 ,boum.mB g Produce,West Faim BeaM,FL 33407 FekxB 6.200 s Mar 5 2005 hLTek IntlusMes, Inc Man Sep 11 13:0531 200fi Page 1 ]-0a 12LL aaa acre 4x4 = Scale = 1:20.5 .9.00 12 1X4 II 2x6 II 2 3 4 1x4 11 1x4 11 2x4 11 LOADING(psp SPACING 2-00 CSI DEFL In Qac) VdeO L/d PLATES GRP TCLL 20.0 Plates Increase t.25 TC 0.59 Vert(LL) Na - Na 999 MT20 2441190 TCOL 15.0 Lumber Increase 1.25 SC 0.35 Ven(TL) Na - n1a 999 BCLL 0.0 Rep Stress Ina YES Vv0 0.10 HoaCrL) 0.00 5 Na n/a BCDL 10.0 Cade FBC20047rP12002 (Matrix) VJVght 39 to LUMBER BRACING' TOP CHORD 2X 4 SYP N0.3 TOP CHORD SWd miwoadsheathingdimdly.ppliedor S-0-0oepudins, eoceptendvenic is, BOT CHORD 2 X 4 SYP No.3 and 2-0-0 oa pudins (6-0-0 max.): 2-4. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid calling directly applied or 10-0.0 on bracing. OTHERS 2 X 4 SYP No.3 JOINTS 1 Brace at Jt(s): 4 REACTIONS (lb/size) 1-202/12-0-0, 5=269/12-0-0, 6=431112410.7=100/12-0-0 Max Hoe 1=930cad case 5) Max Uplifts=89(laad case 3), 5=1750oad rase 3), 6=287(laad =a 4). 7=1170oad case 6) FORCES (Ib)- MaDdmum Compression/Mabmum Tension TOP CHORD 1-2=249/110, 2-3=187/122, 3-4---187/122, 4-5=207/191 BOT CHORD 1-7=128/192, 67=-122/187, 5-6=122/187 WEBS 3-6-342/325, 2-7=44I104 NOTES 1) Wind: ASCE 7-98; 140mph (3-second gust); h=261k TCOL=5.0psf; BCDL=3.Opsh Category II; Exp B; anclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psf bottom chord live load nammncurrenl with any other five loads. 4) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.: - 5) Gable requires continuous bottom chard bearing. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 891b uplift atjoint 1, 1751b uprift aljoint 5, 287I1, uplift at joint 6 and 117 lb uplift aljoinl7. 7) Design assumes 4x2 (flat orientation) puriins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard W. ENSF+,ti�9 Job • , Truss Truss Tyve Dty Pry LEVITY/DUNBAR RESIDENCE 9794 MV14B VALLEY 1 1 p •6ouNem eiling Pmtlugs, Wesl Palm Beach,FL 334p7, Felix B. Job Reference a liana 63 8200 s Mar 5 2005 hLTek Industries, Inc Mon Sep III3:p5:31 2008 Paga 7 447 2.14 231 3.54 12 5.00 12 6x8 II a74 4x4 = 3 Scale: 1/2"=1' 2x6 I I 5 1x4 11 1X4 11 2x4 11 itraa �'i Plate Offsets 2:1 5120.2-a LOADING (ps0 SPACING 2-0-0 CS DEFL In 0ac) Vdee L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.58 Ved(LL) Na - Na 999 MT20 2441190 TCDL 15.0 Lumberincrease 125 BC 0.36 Ved(R) Na Na 999 BCLL 0.0 Rep Stress Inv YES WB 0.10 Hcrc(TL) 0.01 6 Na Na BCDL 10.0 Cade FBC2004r-P12002 (Matrix) Weight 46Ib LUMBER BRACING BOT CHORD 2 X 4 SYP NO.3 TOP CHORD 2X4 SYP N.3 TOPCHORD StmcWrel woad sheathing dredly applied or 6-0-0ac pudns, except end veNcals, and 2-0-0 oc pudins (6-0 O max): 3.5. WEBS 2 X 4 SYP Na.3 BOT CHORD Rigid ceiling directly applied or 1D�0 co bracing. OTHERS 2 X 4 SYP Na.3 JOINTS 1 Brace at J1(s): 5 REACTIONS (Ib/size) 1=134/140ra-0, 6=265/14-0.0, 7=473/140.0, 8=160/140.0, Y149/140-0 Max Hom 1=94(load se 5) Max UPIift1=550oad case 4), 6=173(loa l case 3), 7�3110oad rase 4). 8=1140oad case 3), 9=1280oad case 5) FORCES Ob)- Maximum Compression!Maximum Tension TOP CHORD 1-2=250/105, 2-3=222/118, 34=179/117, 4.5=179/118, 5-6=205/189 BOT CHORD 1-9=159/219, 8-9=132/193, 7-8=118/179, G7=118/179 WEBS 47=370(,444, 3.8=115/128, 2-9=108/142 NOTES 1) W1nd: ASCE 7-98; 140mph (3-second gust); h=26ft; TCDL=S.Opsf; BCDL=3.Opsh, Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psf bottom chard live load nonconwrrent withsny other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 55lb uplift alloint 1, 173lb uplift at joint 6, 311 lb uplffi at joint 7, 1141b uplift at joint 8 and 128lb uplift at joint 9. 7) Design assumes 4x2 (Flat orientation) pudins at oc spacing Indicated, fastened to truss TC w/ 2-1 Od nails. LOAD CASE(S) Standard _ Jab I Truss Truss Type Ory Ply LEVITT/DUTN-BAR RESIDENCE 9794 HH47 MONO HIPJob 1 2 F d S th B g Products, West Palm a rh,FL 33407, Felix B. 6.200 s Mar 5 2W5 NLTek Intlusmes, Inc lob Mon Sep 11 13:05:32 2006 Page 1 `A1] 1p32 15.54 5A13 S2E 534 3.54 12 6x12 MT20H= 2x4 II 4X12 = 3 9 10 4 5 6xl2 = 6 7 6 3x9 II 10x12 = 4x10 MT20H II 5613 S24 6 -S Scale = 1:29.9 Plate Offsets (%Y): 11:0.1-120301 LOADING(psf) SPACING 2-0-0 CSI DEFL in pec) 9den Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) -0.12 75 >999 360 MT20 2441190 TCDL 15.0 Lumberincrease 1.25 BC 0.86 Ven(TL) -0.34 7-8 -522 240 MT20H 187/143 BCLL 0.0 Rep Stress lna NO WB 0.76 Hcrz(iL) 0.06 6 nia n/a BCDL 10.0 Code FBC2004/1PI2002 (Mabix) Wnd(LL) 0.22 , 7-8 >807 240 Weight 199lb LUMBER BRACING TOP CHORD 2 X 6 SYP M 14 _ TOP CHORD Structural woad sheathing directly applied of 5-1-12 oil pudins, except end vertices, BOT CHORD 2 X 6 SYP M 14 and 2-0-0 oc pudins (5-6.9 max): 35. WEBS 2 X 4 SYP No.3'Except' BOT CHORD Rigid Ming directly applied or 7-3.3 cc bracing. EV22 X 6 SYP M 14. W42 X 4 SYP M 14 JOINTS 1BMW at Jt(s):5 SLIDER Left 2 X 4 SYP No.32-7-10 REACTIONS Clitsbe) 1=6033/0-11-5, 6=6033/Mechanical Max Harz1=147(Ioad rase 3) Max Upiiftt=3925Qead rasa 3), 6=39440oad mse 3) FORCES (Ib)- Maximum Compression/Matimum Tension TOPCHORD 1-2=10721/6940,2-3=-10694/6981,3.9=10551/6904,9.10=10551/6904,4-10=10551/69C4,4-5=10551/6904,5.6=41022727 BOT CHORD 1-8=-657919993, 7-8=6740/10249, 6-7=839/1283. WEBS 341=217213460, 3-7=252/322, 4-7=249/268, 5-7=6523/9g68 NOTES 1) 2-ply truss to be connected together with 0.131'S3" Nails as follows: Top chards connected as follows: 2 X 6 - 2 raws at 0.30 cc. Bottom chords connected as follows: 2 X 6- 2 rows at u7-0 ec Webs connected as follows:2 X 4-1 row at 0.9-0 oc - 2) All loads are considered equally applied to ail plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to disinbute only loads noted as (F) or (3), unless otherwise indicated. 3) Wnd: ASCE 7-02; 140mph (3-second gust); h=156; TCDL=5.OpsP, BCDL=3.0psf; Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 4) Provide adequate drainage to prevent water pending, 5) This truss has been designed for a 10.0 psf bottom chant live load nonconanenl with any other live loads. 6) Al plates are MT20 plates unless otherwise indicated. 7) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanics] connection (by others) of truss to bearing plate capable of withstanding 3925 lb uplift atjoint 1 and 394411, uplift aljeint 6. 10) Design assumes 4x2 (flat orientation) pudins at cc spacing indicated, fastened to truss TO w/ 2-1 Gil nails. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=81(F=11), 3-5=-81(F=11). 1-6=-729(F=709) ,2 JOb Truss buss Type Ory Ply LEVITY/DUNI I I RESIDENCE 9794 J47 MONO TRUSS 5 1 65 b m B gProducts, West P B NFL 3U07 F B. Job R f r n n 5.200 s Mar 5 2005 M i ek Industhes, trio Man Sep 11 13:0 332 2006 Page 1 Scale = 1:16.6 LOADING (pal - SPACING 2-0-0 CSI DEFL In Qoc) Udell Ud PLATES GRIP TCLL 20.0 plates Ineease 1.25 TC 0.10 Vert(LL) -0.OD 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber lnvease 1.25 BC 0.09 VerQTL) -0.01 . 4.5 >999 240 BCLL 0.0 Rep Stress Inv YES WB 0.04 Hca(TL) -0.01 3 Na Na SCOL 10.0 Code FBC20041TPI2002 (Main) W1nd(1) 0.01 4-5 >999 240 Weight 151b LUMBER TOP CHORD 2 X 4 SYP M 14 BOT CHORD 2X 4 SYP M 14 WEBS 2X 4 SYP No.3 REACTIONS 66/sae) 3=82/Mechaniral, 4=27/Mechaniml, 5=28910$0 Max Hc25=113Qoad case 3) Max Uplift3=81(load case 3), 4=6goad ease 3), 5=840cad ease 3) Max Grav3=9200ad ease 1), 4=520oad case 2), 5=289(load case 1) FORCES (Ib)- Maximum CompressionfMaximum Tension TOP CHORD 1-2--113/47, 2-3=51/27 BOTCHORD 1-5=0/113,45=0/0 WEBS 2-5=225/149 BRACING TOPCHORD Structural wood sheathing directly applied or 4-7-0 cc pudins. BOT CHORD Rigid calling directly applied or 10-0-0 cc bracing. NOTES 1) Wind: ASCE 7-02; 140mph (3-second gust); h=26R; TCDL=5.Opsf,, BCDL=3.0psf; Category II; Exp B; enclosed; MWFRS gable end zene; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chard live load nonconerrent with any other live loads. 3) This truss requires plate Inspection per the Tooth Count Method when this truss Is chosen for quality assurance inspection. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 3, 6Is uplift at joint 4 and 841b uplift at joint 5. LOAD CASE(S) Standard aaUlp�e W. wg9,,� EN3F •;Ttn9 Jab 1 7: Truss Type Ory Fry LEVITTIDUNBAR RESIDENCE 9794 J26 MONO TRUSS 20 1 6 6 Job Refh 11 emduqs, .__t r=I,,, ore r,rl- aaaur, rein b. fi.200 s Mar 5 2005 h1Tek IndusWes, Inc Mon Sap H 13:05:332006 pane 1 Scale = 1:11.6 LOADING(psQ TCLL 20.0 SPACING 24QO CSI DEFL In Q.) Vdeg Jd PLATES GRIP _ TCDL 15.0 Plates Increase 1.25 TC 0.07 Vert(LL) 0.00 5 >9g9 3fi0 MT20 2441190 LumbeAncrease 1.25 BC 0.08 Vert(rL) 0.00 5 >999 240 BOLL 0.0 Rep Sbess Ina YES wS 0.02 Hoa(aL) -0.01 3 nt n/a BCDL 10.0 Code FBC2004f1P12002 (Mabb) Wnd(LL) -000 5 >999 240 Weight: 9lb LUMBER TOP CHORD 2 X 4 SYP M 14 BOT CHORD 2 X 4 SYP M 14 WEBS 2X 4 SYP No.3 REACTIONS (Ib1s¢e) 3=2/1dechanical, 4=-25/Mechanlral, 5=243/0.8-0 Max Hoe 5=65(load case 3) Max Upl=ft 23Qoad rase 3), 4=25(load rase 1). 5=650oad case 3) FORCES 0b)- Mabmum Compression/Maximum Tension TOPCHORD 1-2=-56139,2-3=29/0 BOTCHORD 1-5=0/65,4-5=6/0 WEBS 25- 15SM2 BRACING TOP CHORD Structural woad sheathing directly applied or 2-5-9 oc pudins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oe bracing. NOTES 1) Wnd: ASCE 7-02; 140mph (3,second gust); h-261t; TCDL=5.Opst, BCDL=3.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chartd five load nonconcument with any other rive loads. 3) This truss requires plate lnspecbon per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 4) Refer to glyder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of Wss to bearing plate capable of mthstanding 231E uprd atjoinl 3.251E uplift at joint and 65 to uplift at joint 5. LOAD CASE(S) Standard ,�aaaauar��o ON 1A1. K,q� >4 �?DENiq s�9 Ja° ' TmssType Dly Fly LEVITY/DUNBAR RESIDENCE 9794 CJ47 MONO TRUSS 1 1 fi7 ,SOem6m B II Job Reference ( ti p Sep West �a,�„oeam,r� awvq rein c. 6.200 s Mar 5 2005 MTek Indushles, Inc Man 11 13:05:32 2006 Page 1 Scale = 1:16.5 a 14 ' LOADING(psf) TCLL SPACING 2-0-0 CSI DEFL In Qoc) Idea L/d In PLATES GRIP 15.0 TCDL 15.0 Plates Increase 1.25 Lumberincrease 1.25 TC 0.12 Vert(LL) -0. 4S >999 3fi0 MT20 244790 BCLL 0.0 Rep Stress Ina NO BC 0.08 WH 0.03 Vet(ri.) -0.01 4-5 >999 240 Hcrz(rL) .0.01 3 Na n/a BCOL 10.0 Code FBC20047rP12002 (Matrix) Wnd(LL) 0.01 4-5 >999 240 Weight 161b LUMBER BRACING ' TOP CHORD 2X 4SYP M 14 TOP CHORD Structural wood sheathing directly applied or 4-10-15cc Wins. BOTCHORD 2 X 4 SYP M14 p BOTCHORD Rigid ceiling directly applied or 10-0-0 ae bracing. WEBS 2X 4SYP N0.3 REACTIONS (Ib/s¢e) 3=105/Mechaniml,4=37/MerhanlW,5=12810-8-11 Max H°rz5=70(lead rasa 3) Max Uplift3=99Qoad rase 3), 4=9goad rase 4), 5=89Qoad else 3) Max Grav3=105(load rase l), 4=61poad case 2), 5=138(lcad rase 2) FORCES (Ib)- Maximum Ccmp-ssion/Marimum Tension TOP CHORD 1-2=86114, 2-3=,IV27 BOTCHORD 1-5=-0g0,4-5=0m WEBS 2-5=1161102 NOTES 1) Wnd: ASCE 7-02; 140mph (3-second gust); h=26ft; TCDL=5.Opsf; BCDL=3.Opsf; Category II; F-V B; enclosed; MWFRS gable end zone; cantilever left exposed ; Lumber DOL=1.33 plate grip OOL=1.33. s 2) This truss has been designed for a 10.0 psf bottom chard live load nonconcument with any other live loads. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 4) Refer to girder(s) for truss to "as connections. 5) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 991b uplift at joint 3, 3 It, uplift at joint 4 and 891b uplift at Joint S. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Trapezoidal Loads(plf) Vert: 1=O(F=35, 8=35)-to3=86(F= B, 8=8) 1=0(F=10, B=10)-to-4=25(F=2, B=2) Job Truss Truss Type My ply LEVITT/DUNBAR RESIDENCE 9794 J33 MONO TRUSS 1 1 68 toumem culling J bRf h 0 Products, West pann on m,rcawur, reiae. 6.200s Mar 52005 hLTek lntlus@es, Inc Man Sept1 13:05332006 Page Scale = 1:13.5 LOADING(psQ TOLL SPACING 2-0-0 CSI DEFL in (lac) I/tlefl Ud PLATES GRIP 15.0 TOOL 15.0 Plates Increase Increase 1.25 TC 0.08 Vert(LL) 0.00 5 -999 360 MT20 2441190 Lumberinvease I 125 BC 0.05 Van(TL) 0.00 4-5 >999 240 BCLL 0.0 Rep Stress Inv YES WB 0.03 Harz(TL) -0.01 3 Na Na BCDL 10.0 Code FBC2004rrPI2002 (Matrix) W,nd(LL) 0.00 5 >999 240 - Weight 11 @ LUMBER TOP CHORD 2 X 4 SYP M 14 BOT CHORD 2 X 4 SYP M 14 WEBS 2X 4 SYP No.3 REACTIONS Qb/sIze) 3=41/1VIerhanical, 4=1/Mechaniral, 5=247/0.8-0 MeX HOM 5=8360ad case 3) Max Upfift3=48(laad case 3), 4=,IQoad case 3), 5=69(load case 3) Max Grav3=41(load case 1). 4=19(load case 2), 5=247(load case 1) FORCES (Ib)-MaAmum CampressianlMa>dmum Tension TOPCHORD 1-2=76141,2-3=35/11 BOT CHORD 1-5=0/83.4 =0/0 WEBS 2-5=172/102 BRACING TOPCHORD Structural woad sheathing direWy applied or 3.34 ce pudins. BOTCHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES 1) Wind: ASCE 7-02; 140mph (3-sewnd gust); h=26ft; TCDL=S.Opsf; BCDL=3.Opsh Category II; Fxp B; enclosed; MWFRS gable and zone; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load noncencurrenl with any otherllve loads. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 4) Refer to girder(s) for truss to buss connections. 5) Provide mechanical connection (by others) of buss to bearing plate capable cf withstandin8481Is uplift aljoinl3, 4lb uplift atjoint 4 and 691b uplift atjolnt 5. LOAD CASE(S) Standard W. IN�'9T i ENS'$'a-, -P :9 761 'ON ' 's ,A b Truss Truss Type Dry Ply LEVITY/DUNBAR RESIDENCE t94 T20 SPECIAL 8 1 th m culling Prod cr West _Palm _ J b Reference (optional, 6 9 - - ---"" "'"�" ""' �' 6.200 s Mar 5 2005 NTTex MaUmes, Inc Mon Sep 11 13:05:33 2aW Page 1� 9-10.d 1 16 21814 I 2 h- 36-1 ]& 7E 78 5tr14 7d2 7b2 lia Sx6 = 5.00 12 5 3x4 5x8 4 1.5x4 I p 1 0 14 3x5a 124 paa 040 ""12 11 13 5x6 = 3x8 = 1.5x4 II 5x9 �a55o.165 4211� 1 ,,l,- 1 I 1614 ,E 650 Said' 10 6x6 = 293E 7a2 2 S I� 0 4 0 9 ry 2x6 II 3x5 = 3922 31�-2i e4-0 tap Scale = 1:99.0 o-1 u-ur :S1F40 63- 6:0-0-0 0-3-0 B:0-0-7 0-0-71, 10:0-2-e D3-4 12:0-1-13,04 2 13:0-4-8,0.1-73 LOADING (psq TCLL 20.0 SPACING Plates Increase 2-6o 1.25 CSI DEFL in (ioc) gdefl Lid PLATES GP TCOL 15.0 Lumber Increase 1.25 TC 0.68 BC 0.77 Vert(LL) -0.22 13-14 >999 360 MT20 244/1y0 BCLL 0.0 Rep Stress Ina YES WB 0.96 Ved(TL) Hor2{TL) -0.6113-14 0.16 9 >699 Na 240 BCDL 10.0 Cade FBC2004?PI2002 (Mabix) Wnd(LL) 0.25 12 >999 Na 240 Weight: 2161b TOP CHORD 2 X 4 SYP M 14 BRACING BOT CHORD 2 X 4 SYP M 14 •Excepl- TOP CHORD Structural wood sheathing directly applied or 3-6.8 oc pudins. FA1 2 X 4 SYP No.3 BOT CHORD Rigid miring directly applied or 6-8-12 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 3-14, 6-11 REACTIONS (Ib/size) 14=1718/0.8-0, 9=1718/0-8-0 Max Harz 14=381(Ipad case 5) Max UPIifti4=1029(load case 5). 9=95B(losd rasa 6) FORCES (lb)- Matdmum Compression/Maximum Tension TOP CHORD 1-2=-696/159, 241=-778/470, 3-4=3101/1729, 4-5=2209/1254, 5-6=-2253/1263, 6-7=2814/1370, 7-8=480216 BOT CHORD 1-14=247/626, 1&14=1619/2478,12-13=12932128,11-12=1533/2742, 10-11=10902503, 9-10--293/522, 8.9=293/522 WEBS 2-14=484/625, 3-14=2088/1117, 3-13=883g36, e-12=-387/850, 412=413/702, 4-11=1097/892, 5-11=-700/1219, 6-11=653/593, 6-10=59/149, 7-10=886/1989, 7-9=1549/1017 NOTES 1) Unbalanced roof five loads have been considered for this design. 2) W1nd: ASCE 7-98; 14Omph (3-second gust); h=26ft; TCDL=5.Opst; BCDL=3.0psf; Category 11; Exp B; enclosed; MWFRS gable end zone; pntilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. 3) This truss has been designed for a 10.0 PSI bottom chord live load noncacument with any other live loads. 4) This buss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing Plate capable of withstanding 1029lb uplift at joint 14 and 95811, uplift at joint 9. LOAD CASE(S) Standard �J Job Tmss Truss Type Oty Ply LEVITTIDUNBAR RESIDENCE 9794 M4 MONO TRUSS 3 1 7 0 S N B P Job R f f pt 0 6.200 s Mar 5 2005 MHO), Industd.s, Inc Mon Sep 11 13:0534 2006 Page 1 fia 7812 7-74 6x12 i 5.00 12 4 5x5 T 3 W4 3x4 = 3x4 3x4 = 1 2 8 0 ro 2 0 y N O 7 6 5 3x4 °L' 4x8 = 2x5 I I idp 8.7-12 1G3a 1 x4 11 7a1z 7-7.4 osa Scale = 1:65.3 LOADING(pst) TCLL 20.0 SPACING Plates Increase 2-0.0 C51 DEFL In (loc) Vde9 L/d PLATES GRIP TCDL 15.0 Lumber lnvease 725 1.25 TC 0.49 BC Veft(LL) -0.05 5-6 >999 360 'MT20 2441190 BCLL 0.0 Rep Stress Inv YES 0.28 VVS 0.88 Vert(TL) -0.12 Ho2(TL) -0.02 5-6 >999 240 a Na Na BCDL 10.0 Code FBC20047TP12W2 (Matrix) Wnd(LL) 0.03 , 6.7 >999 240 Weight 98lb LUMBER TOP CHORD 2 X 4 SYP M 14 BRACING BOT CHORD 2 X 4 SYPM 14 TOP CHORD Structural wood sheathing directly applied or 60.0 o< Pudins, except end vedicals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10.0-0ac bracln g. OTHERS 2 X 4 SYP No.3 REACTIONS (Ibts¢e) 7=777/0.8-0.8=65610-30 Max Horz 7=369(load rase 3) Max Uplift7=2969oad rase 3). B=-3630oad rase 3) FORCES (lb)- Maximum Compm.lan/MaAmum Tension TOPCHORD 1-2=296172,2-3=871/188,3.4-8701365,S8=0/132,4-8=583/377 BOT CHORD 1-7=1071333, 6.7=4521333, 5.6=2Z39 WEBS 2-7=-6631355. 2-6=0/386, 3-6=-524/405, 4-6=523/919 NOTES 1) Wind: ASCE 7-02; 140mph (3-second gust); h=26ft; TCDL=5.Dps0 BCDL=3.Opsf; Category 11; Ecp B; enclosed; MWFRS gable end zone; cantilever left exposed; Lumber DOL=1.33 plate grip DOL=1.M. 2) This Wss has been designed for a 10.0 psf bottom Chard rive load nonwnwment with any other live loads. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Bearing at joints) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2961b uplift at joint 7 and 363lb uplift at joint 8. LOAD CASE(S) Standard ,•11111l11/p'0 EN W... J �........ pEVSF°., c9 u }p •STAI G' a 9 yc� Job ` Truss Truss Type Oy Pry LEVITT/DUNBAR RESIDENCE 9794 HH15 MONO HIP B th B P d 1 1 JbR f f 4 8 71 6.200 s Mar 52005 MiTak Industries, In- Mon Sep 11 13053120U6 Page 1 140 b1d 14108 1 1d0 BS4 5-94 1 II 5.00 12 4x5 = 3x4 = 3x4 — 10 o I 1" 6 7 6 3 11 a•u 4x4 1,ju 1A" 11 040 X4 I s'4d am 3x41a- Scale = 1:67.3 LOADING(psf) TCLL 20.0 SPACING 2-U0 CSI DEFL In Qoc) gdefl Utl -F PLATES GRIP TCDL 15.0 Plates Increase Lumber Increase 1.25 1.25 TC 0.88 Vert(LL) -0.06 7-e >999 360 MT20 244/190 BCLL 0.0 Rep Stress Ina YES BC 0.37 WS 0.80 I Ved(TL) -0.20 Horz(TL) -0.02 7-8 10 >870 Na 240 We BCDL 10.0 Code FBC2004rrP12002 (Matrix) Wnd(LL) 0.08 .7.8 >999 240 Weight: 1011b LUMBER BRACING TOP CHORD 2 X 4 SYP M 14 BOT CHORD 2 X 4 SYP M 14 TOP CHORD Structural wood sheathing directly applied or 640 oc pudins, except end verticals, WEBS 2 X 4 SYP No.3 and 240.0 o: pudins(6-00 max): 4-5. OTHERS 2 X 4 SYP Nag BOT CHORD Rigid ceiling directly, applied or 10-0-0ccbracln g JOINTS i Bruce at Jt(s): 5 REACTIONS Qb/size) 9=7T71D- D 10=656/0-3-0 Max Horz 9--346(laad case 3) Max UPI19=3070oad case 3). 10--374Qaad case 3) FORCES (lb)- Maximum Compressian/Maximum Tension TOP CHORD 1-2=222/47, 2-3=905228, 3-0=192/0, 4-5=83/43, 6-10=27V393, 5.10=278/102 BOT CHORD 1-9=-77257, 8-9=-095257, 7-8=430/751, 6-7=44/84 WEBS 2-9=-693/370, 2.8 34/501, 3A=0265, 3.7=756/435, 4.7=0/194 NOTES 1) Wind: ASCE 7-02; 140ni (3-1amnd 911Q; h=261h TCDL=5.Cpsf; BCDL=3.0psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left exposed ; Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chard rive load nonconcu enl with any other live loads. 4) This buss requires plate inspection per the Tooth Count Method when this buss is chosen for quality assurance Inspection. 5) Bearing atlainl(s)10 considers parallel to grain value using ANSI/rP1 i angle to grain formula. Building designer should verify capacity of hearing sudace. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3071b uplift atjaint 9 and 3741b uplift altoint 10. 7) Design assumes 4x2 (flat orientation) pudins at cc spacing indicated, fastened to truss TO w/240d nails. LOAD CASE(S) Standard ,,ua)f'ff@f> OW. w OEN\? k, °b %9 •STAI i j 8/O g Job Tress Tnlss Type Oty Ply LEVITY/DUNBAR RESIDENCE 9794 HH13 MONO HIP 1 1 7,2 to Sullins, P _ Job Ref ( ph n - Products, ----• • �•.. �__..,,�� e.rrw, rein S. 6.200 s Mar 52005 MTek Industries, Inn Mon Sep 11 13:05:35 2006 Papa 1 14 O 1e0 7.14 12-10-8 163a ten sa4 sa4 4x6 = swa - 6x14 = Scale = 1:52.6 —_ 4 5 1A 7 6 3��I uA0.8 5i9 lsnn t-.a4 ton 11�y yya a1g4 = 3X4 919 N LOADING (pat) L 20.0 SPACING 2410 CSI DEFL in Cod) Ydefl L/d PLATES GRIP L 15.0 Plates Increase 1.25 TC. 0.26 Ve,(LL). -0.25 7-8 >693 360 MT20 Z44/190 L 0.0 L Lumberinvease 1.25 BC 0.74 I VertCL) I -0.63 7-8 >274 240 Rep Stress Inv YES Vue 0.3fi Hom(TL) 0.02 9 Na n1a L 10.0 Code FBC20G4rrPI2002 (Maldx) W1nd(LL) 0.02 .7-8 >999 240 Weight: 991b LUMBER TOP CHORD 2 X 4 SYP M 14 BOT CHORD 2 X 4 SYP M 14 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (ib/size) 8=777/0.8-0, 9=65610.3.0 Max Hot 8=301(load case 3) Max UPri118=331 Qoad case 3). 9=3920cad case 3) FORCES (Ib)- Maximum Ccmpression/Maxmum Tension TOP CHORD 1-2=515/0, 23 575/104, 3-0=442/122, 45=-331/167, 6-9=87/0, 59= 98/376 BOTCHORD 1-8=0/5(I5,7-8=47fi1730,6-7=25/6 WEBS 2-8=2611300, 3-8-129246, 8-7=451/352, 4.7=215215, 57--SWU25 BRACING TOP CHORD Structural wood sheathing directly applied or 6-OO=pudins, except end verticals, and 2-0-0 cc pudins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 680 cc bracing. JOINTS 1 Brace at Jt(s):5 NOTES 1) W1nd: ASCE 7-02; 140mph (3-second gust); h-26H; TCDL=5.Opsf; 8CDL=3.0psh Category II; Fxp B; enclosed; MWFRS gable end zone; cantilever left exposed ; Lumber DOL=1.33 plate grip DOL=1.33, 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconexment with any other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)Bearing atjoint(s) 9 considers parallel to grain value using ANSIlTPI l angle to grain formula. Building designershouldvedfycapacityofbeadng surface. 6) Provide mechanical connection (by others) of buss to bearing plate capable awithstanding 331 Ito uplift aljoint 8 and 3921b uplift atjeint 9. 7) Design assumes 44 (gat orientation) pudins at cc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard 'lilt Job • • Truss Truss Type Dry Py LEVITY/DUNBAR RESIDENCE 9794 HH11 MONO HIP 1 1 S uth B I —ouch, _ J a M r ( b Il 73 _ West...o •,,,,., , ,a a, - 6.200 s Mar 5 2005 NuTek Industries, Inc Mon Sep 11 13:0535 2006 Page 1 1'A"a 6U f0.10.a 18a-0 1oa 49+ as -a Sea 3x4 = 4x6 = 6x14 = Scale = 1:46.0 4 5 3x4 = 8 1ao 1'Y4 = 10-1as 5Ix8 = 1 5x4 11 tha 0.40 9aa S0.8 � LOADING (pst) TCLL 20.0 SPACING 2-0.0 L51 DEFL in (lac) I/defl L/tl PLATES GRIP TCDL 15.0 Plates lnae rse 1.25 Lumberinaaase 1.25 TO 0.24 Ven(LL) -0.12 7-8 >999 360 MT20 2441190 BCLL 0.0 .Rep Stress Ina YES BC 0.51 VVS 0.32 I Vert(T-) Horz(TL) -0.32 0.01 7-8 9 >546 Na 240 BCDL %0 Code FBC2004/rP12002 (Matrix) W1nd(LL) 0.02 ,743 >999 n1a 240 Weight: 931b LUMBER TOP CHORD 2 X 4 SYP M 14 BOT CHORD 2 X 4 SYP M 14 WEBS 2X 4 SYP No.3 OTHERS 2X 4 SYP No.3 REACTIONS (Ib/s¢e) 8=777/0.8.0, 9=656/0.3-0 Max Harz 8=2560oad case 3) Max Uplifter-358goad case 3), 9=406Qoad rase 3) FORCES (lb) -Maximum CompressianlMaxlmum Tension TOPCHORD 1-2= 10/0,2-3=388/91,3.4�021248.45�7961279,69=0/52,5-9-- 25/407 BOT CHORD 1-8=0/336, 7-8=487/753, 6.7=18/12 WEBS 2-8=235/250, 3-8=601/321, 3�7=293252, 4-7=153/188, 5-7=-359862 BRACING TOP CHORD Structural woad sheathing directly applied ar 6-0-Oac pudins, except end verticals, and 2-0.0 cc pudns (6-G-0 max): 45. BOT CHORD Rigid ceiling directly applied or 1(10.0 oc bracing. JOINTS 1 Brace at A(s):5 NOTES 1) Wtnd: ASCE 7.02; 140mph (3-second gust); h=26R; TCDL=5.Opsf BCDL=3.0psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left exposed ; Lumber DOL=1.33 plate gap O0L=1.33. 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psf bottom chord live load noncomourrenl with any other live loads. 4) This truss requires plate inspection per the Tootle Count Method when this truss is chosen for quality assurance inspection. 5)Bearing atloinl(s) 9 considers parallel to grain value using ANSI/TPI l angle to grain formula. Buildingdesignershouldwdfycapedtyofbeaangsurface. 6) Provide mechanical connection (by others) of truss to bearing plate capable otwithstanding W8lb uplift atjoinl8 and Me ib uplift atjcinl 9. 7) Design assumes 4x2 (flat orientation) pudins at oc spadng Indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard Job Truss Truss Type OF PIY LEVITY/DUNBAR RESIDENCE 9794 T25 COMMON 2 74 SoWhem Bulling Pmtlucis, West Palm Beacti,FL 33407, Felix B. Job Reference a ,Tonal 6.200 s Mar 5 2005 MTek IMusMes, Inc Mon Sep 11 13:05:35 2008 Page 1 iJ-0 &10.0 15ae iL 7E 4X7 Scale = 1:38.4 5.00 12 3 k 7 8 5 1` a�4 II &1� 4x8 2x5 II 1A a-1-0 7Ea G11L Plate Offsets (X `q' f1'0.0.10-0.11114:0.2-40.1-121 LOADING(psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CS1 DEFL in (hoo) Vded Ud PLATES GRIP PLAT GRIP TCDL 10.0 Lumber lnQease 1.25 TC 0.85 BC 0.30 Vert(LL) -0.04 0.7 >999 3fi0 Vert(TL) -0.12 6.7 >999 240 0 BCLL 0.0 BWL 10.0 Rep Stress lncr YES WB 0.14 Horz(TL) 0.01 5 We We Code FBC2004frP12002 (Matrix) W1nd(LL) 0.02 .6-7 >999 240 Weight 771b LUMBER TOP CHORD 2 X 4 SYP M 14 BRACING BOT CHORD 2 X 4 SYP M 14 TOP CHORD Sbuchrml wood sheathing directly applied or a"oe pudins, except end verticals. WEBS 2X 45YP N0.3 BOT CHORD Rigid ceiling directly applied or 10.M oc bracing. REACTIONS Outsize) 5=637/Mechanical, 7=768/0.8-0 Max HOM7=10200ad case 5) Max Uplifts=259(load case 4), 7=- 57(load case 3) FORCES (Ib) - Maximum Compression/Maximum Tension _ TOP CHORD 1.2=341/108, 2.3=835M6, 3-0=821/336, 45=568275 BOT CHORD 1-7=1481395, 6-7=24V395, 5-6=158/316 WEBS 2-7-655/433, 2-6=79/340, 3-6=0220, 4-6=148/425 NOTES 1) Unbalanced mof live loads have been considered for this design. 2) W1nd: ASCE 7-02; 140Mph (3-second gust); 11=26ft; TCDL=5.Opsf, BCDL=3.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left exposed ; Lumber DOL=1.33 plate grip DOL=1.33. 3) This truss has been designed for a 10.0 psf bottom chord five load nonoonounent vith any other 4) This muss requires plate inspection per the Tooth Count Method when this truss is chosen for live loads. quality assurance inspection. 5) Refer to girder(.) for muss to suss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 259 to uplift at joint 5 and 3671b uplift aljoint 7. LOAD CASE(S) Standard uuuj'° W. IV °°e 1qT ENSF F9 •STAID .m ��4so°';SOON 'r LJob Tmas Truss Type Gty Ply LEVITT/DUNBAR RESIDENCE 9794 H7B HIP 1 1 Job Ref (pb 0 75 6.200 s Mar 5 200o MTek Industries, Ina Man Sep 11 13A5.'M 20W Pane 1 1.5X4 II Sea 4X5 = 32a 4x6 = 5.00 12 3 10 11 4 4X4 = 5X5 = &to ME Scale = 1:34.5 LOADING lip SPACING 2-0-0 CSI DEFL in floc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 125 TC 0.62 Vert(LL) -0.08 8-9 -999 360 MT20 2441190 TCDL 15.0 Lumberincrease 1.25 I BC 051 Vert(TL) -0,18 B-9 >950 240 I BCLL 0.0 Rep Stress Ina NO WS 0.57 Harz(TL) 0.02 6 Na Na BCOL 10.0 Code FBC2004ITP12002 (Matrix) Wnd(LL) 0.09 8 >999 240 Weight: 751b LUMBER BRACING TOP CHORD 2 X 4 SYP M 14 TOP CHORD SOT CHORD 2X 4 SYP M 14 WEBS 2X 4 SYP No.3 BOTCHORD REACTIONS Qbfdze) 6=1383/Mechanical, 9=1441/0-8-0 Max Horz9=90(load case 5) Max Uplift(3=7900oad case 4), 9=-8470oad case 3) Structural wood sheathing directly applied or 4811 oc pudins, except end verticais, and 2-0-0 oc pudins (5-1-9 max,): 34. Rigid ceiling directly applied or 1080 ocbracng, Except: 6-9-12 oc brecng: 7-8. FORCES 01b)- Maximum COmpression/Maximum Tension TOP CHORD 1-2=370/149, 23=216511277, 3-10=192711225,10.11=1927/1226, 4.11=1927/1226, 4-5=2145/1275, 5E=133M805 BOTCHORD 1-9=-162/383,8-9=21a$383,8-12=112OM927,12-13=1120H927,7-13=1120/1927,6.7=ll4/231 WEBS 2-9=1260/824, 2-8=919/1606, &8=60/283, 47-521229, &7=l0. 511791 NOTES 1) Unbalanced roof live loads have been considered far this design. 2) Wnd: ASCE 7-02;140mph (3-secand gust); h=261t; TCDL=S.Cpsf; BCDL=3.OpsF Category 11; Exp B; endorsed; MWFRS gable end zone; cantilever left exposed ; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water panning. 4) This truss has been designed for a 10.0 pat bottom chord live load nommrianent with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for qualityassurance Inspection. 6) Refer to girders) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7901h uplift at joint 6 and 8471b uplift at joint 9. 8) Design assumes 4x2 (flat orientation) pudins at on spacing indicated, fastened to Wss TC w/ 2-10d nails. 9) Hanger(s) of other connection device(s) shall be provided sufficient to support concentrated Indite) 2641b down and 1721b up at 7-M, and 264 to down and 1721b up at 10-8-0 on lop chord. and 3841b down and 2501b up at 7-U-0, and 38411, down and 2501b up at 1&8-0 on bottom chord. The desigNseledion of such connection device(s) is the responsibility of others, 10) In the LOAD CASE(S) section, loads applied to the face of the truss wended as front (N or back (B). LOAD CASE(S) Standard 1) Regular, Lumber Increase=1.25, Plate Increase=125 Uniform Loads (p10 Vert: 1-3=70, 3-10=70, 10-11=422(F=52), 411=70, 4-5=40, 1-12-20,12-13=42(F=22), 6-13=20 Concentrated Loads qb) Vert: 3=-2KF) 4=264(F) 8=384(F) 7=384(F) IBII� 8B> 1PI. I Elys s.F� I Jab Tress Truss Type Dty Ply_ LEVITTlDUNBAR RESIDENCE 9794 J58 MONO TRUSS 1 1 S m B I P J b Ref f ph 0 76 fi.200 s Mar 5 20a5 MTeknMS0age Style = 1:17.6 4 3 15x4 II 3-14 --i LOADING(psf) TCLL SPACING 2-OA CSI DEFL N licit) 1/de0 L/tl PLATES GRIP 15.0 TCDL 15.0 _ Plates Increase Lumberincrease 1.25 TC 0.18 Ved(LL) -0.00 3-0 >999 360 MT20 244/190 BCLL 0.0 Rep Stress Inv 1.25 YES BC 0.08 INS 0.00 Ved(TL) -0.01 Hou(TL) -0.02 3-4 >999 240 2 n/a nFa BCDL 10.0 Cade FBC20041TP12002 (Mami4 W1nd(Lly 0.01 3-4 >999 240 WeighC 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYPM 14 BOT CHORD 2 X 4 SYP M 14 TOP CHORD Structuralwood sheathing directly applied or 3-1-0 cc pudins, exceptendvericals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-&0 cc bracing. REACTIONS gh/size) 2=95/Mechanicol,4=129/Merhanicel, 3=35/Mechaniral Max Hoa4=64(load case 3) Max UPIA2=81 goad case 3). 4=170oad case 3), 3=10goad rase 3) Max Grav2=950oad was 1).4=129goad case 1), 3=57(load case 2) FORCES gb)- Maximum Compression/Maximum Tension TOP CHORD 1-2=-4t/29, 13=106/44 BOTCHORD 3.4-0/0 NOTES 1) WSnd: ASCE 7-02; 140mph (3-second gust); h=26ft; TCDL=S.0psf, BCDL=3.0psf; Category II; Exp B; enclosed; MWrRS gable end zone; cantilever left exposed ; Lumber DOL=1.33 plate grip DOL=1.33. 2) This buss has been designed for a 10.0 psf bottom chard live load nonconwri ent with any other live loads. a / 3) This truss requires plate inspection per the Tooth Count Method when this buss is chosen for quality assurance inspection. 4) Refer to girder(s) for truss to truss connections. 5) Refer to girder(s) for truss to Goss connections. 6) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 81 Ib uplift at joint 2,171b uplift at joint 4 and 10Is uplift at joint 3. LOAD CASE(S) Standard iveeuulae EN 1N• Nr; 1>pE1VSCF 911f Job Truss Truss Type Dry Pry LEVITY/DUNBAR RESIDENCE 9794 J3B MONO TRUSS 1 1. Job - 7 7 ,S th B I g Pr tl cis West P 1 B rh,FL 33407, F B. 6.200 s Mar 5 2005 hrTek Intlusthes, Nc Mon Sep 11 13:05:37 2005 page 1 Scale = 1:12.9 4 3 LOADING(psf) SPACING 2-0.0 CSI DEFL in (loc) War Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.04 Ved(LL) -0.00 4 >999 360 MT20 244/190 TCDL 15.0 Lumberincrease 1.25 BC 0.02 Ven(R) -0.00 4 >999 240 BOLL 0.0 Rep Stress Inv YES WR 0.00 HOrz(TL) -0.00 2 n1a Na BCDL. 10.0 Code FBC20041TP12002 (Marrs) Wnd(LL) 0.00 4 >999 240 Weight 5lb LUMBER BRACING ' TOP CHORD 2 X 4 SYP M 14 DOT CHORD 2 X 4 SYP M.3 TOP CHORD Structural wood sheathing directly applied or 1-1-0 cc pudins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 cc bracing. REACTIONS (Ib/size) 4=42/M.chancel,3=10/Mechmical,2=32/Mechmiml Max Horz4=210ud case 3) Max UP03=11(load use 3), 2=35(Icad use 3) Max Grav4=42Qoad nse 1), 3=18goad rase 2), 2=32(load mm 1) FORCES (Ib)- Medmum Compression/Madmum Tension TOP CHORD 1-2=17/10, 1-4--33/S BOTCHORD � NOTES 1) W1nd: ASCE 7-02; 140mph (3-second gust); h=26ft; TCDLs.Ops4 BCDL=3.Dpsh Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left exposed; Lumber OOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconartent Win any other live loads. 3) This truss requires plate Inspection per the Tooth Count Method when this truss Is chosen for quality assurance inspection. 4) Refer to girder(s) for truss to truss connections. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstandIng 11 Ib uplift at joint 3 and 35 lb uplift at Joint 2. LOAD CASE(S) Standard ' W. �gqT � ENg�;'s:(19 'STAI `rslON °j9{ry31 Jab mass Truss Type aty Ply LEVITY/DUN: AR RESIDENCE 9794 H76 HIP 1 1 -78 outhem 6uiling Pmtlucts, West Palm Bearh,FL 33407, Felix B. Jab Refen:nca a Gana 5.200 s Mar 02005 MRek Industries, Inc Mon Sep 11 13:05:37 2006 Page 1 1+s i 6a7 1 16-24 7 4 Z13L 1Id 7+16 7i 15 0. - 5.0()12 4X6 = 11 11 ra 10 9 8 7 30Asal 5>6 = 1s3-7 3 zzz 1 5 4 II 1aaji 1IX4 II 7+ss Scale = 1:72.9 nave Upsets (X Y1' 13:: 3.00.3-47 I503-80-2-1117042A 0.341 LOADING(ps0 TCLL 20.0 SPACING 2400 Cal DEFL in am) I/de6 l/d PLATES GRIP TCDL 15.0 Plates Increase 1.25 TC 0.62 Vert(L-) -0.07 9-10 >999 360 MT20 244/190 BCLL 0.0 Lumberinaease 1.25 BC OAS Verl(TL) -026 9-70 >958 240 BCOL 10.0 - Rep Stress Ina YES W3 0.63. Hom(TL) -0.02 7 Na Na Code FBC2004/TP12002 (Matrix) WMd(LL) 0.25 9-1a >994 240 Weight: 135IN LUMBER BRACING TOP CHORD 2 X 4 SYP M 14 TOP CHORD BOTCHORD 2 X 4 SYP M 14 WEBS 2 X 4 SYP No.3 BOT CHORD WEBS REACTIONS (lb/size) 11=1057/0-B-0,7=925N8-0 Max Haz l l=298(load case 5) Max UPIiftl l=890(load case 3), 7=837(Iaad case 3) FORCES (lb)- Maximum CompressioNMaximum Tension TOP CHORD 1-2=311/330, 23=1442/1158, 3-4=720/596, 45=565/615, 5-6= 64/608, fi-7=918f799 BOT CHORD 1-11=325rd53,10.11=590/J53, 9.10=120N7239, 8-9=514/565, 7-8=12/18 WEBS 2-11=-951/674, 2-10=-639/893, 3�10=233254, 3-9=774f787, 49=193/169, 5A=167/59, 6-8=715r7a5 Structural wood sheathing directly applied or 5-7-14 oc pudins, except end verticals, and 2-0.0 0o purfms (6b0 max.): 4.5. Rigid -ling directly applied or 6-0-0 oe bracing. 1 Raw at midpt 3-9 NOTES 1) Unbalanced roof 1ve loads have been considered for this design. 2) Wind: ASCE 7-02; 140mph (3-second gust); h=26ft; TCDL=S.Opsf, BCDL=3.0psi; Category II; Exp 8; enclosed; MWFRS gable end zone; cantilever left exposed ; parch left and fight exposed; Lumber DOL=1.33 plate grip DOL-1.33. 3) Provide adequate drainage to prevent waler pending. 4) This truss has been designed for a 10.0 psf bottom chord live load noncacumenl with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this buss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 890lb uplift at joint 11 and 637lb uplift atjcinl7. 7) Design assumes 4x2 (flat orientation) pudins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard i1,H101B!!7 EN W. kqg JpENSFrtit"9 Jab Truss Tuss Type Dry Pry LEVITY/DUNBAR RESIDENCE 9794 H14 HIP 1 1 7 9 Job Reference a Oana Southern Bulling PmduCIS, West Palm Beacf.FL 33407, Felix B. 62W a Mar 5 2005 MEek Industries, l= Mon Sep 11 13:05:311.0 Page 1 M 14 CD td8 7-9-7 142.7 M 22 4 1+e s+1s s+1s 417 = an-s saa 5x5 = Scale = 1:62.0 4 5 10 9 8 7 3x4= ° 5X6 = 3x8 = 4x5 = 1-0A 7-9-7 142-7 22-IL 1E9 X4 6 is 7.11.9 0.10 Plate Ogsels fX VI: l9'0.2-80-ml LOADING(psf) TCLL 20.0 SPACING 2-0.0 CSI DEFL in poc) Vdefl Ud PLATES GRIP TCDL 15.0 Plalas Increase 1.25 TC 0.47 VerILL) -0.07 7-8 >999 360 MT20 244/190 Lumberinaease 1.25 BC 0.38 Ven(TL) -0.17 7-8 -999 240 BCLL 0.0 Rep Stress Ina YES WB 0.72 HOR(TL) -0.02 7 Na n1a BCOL 10.0 Code FBC2004frP12002 (Matrix) Wnd(LL) 0.15 .7-8 >999 240 Weight 1301b LUMBER BRACING TOPCHORD 2X 4SYP M 14 TOPCHORD BOT CHORD 2 X 4 SYP M 14 Structural wood sheathing directly applied Or 59-13 Ocpudins, exceptendverticals, WEBS 2 X 4 SYP No.3 BOT CHORD and 2-a0 ccpurIms (6-0-0 max): 45. Rigid ceiling directly applied a 10-0.0 acbracing, Except: 6.4-5 ocbmdng: 8�9. REACTIONS (Ib/size) 10=1057/0.8-0, 7=925/0.80 Max HOM 10=285(IOad case 5) Max Uplift10=9140aad cese 3), 7=905(load cese 3) FORCES (lb)-Mapmum Compressian/Maximum Tenslan TOPCHORD 1-2=25M79, 2-3=1443/1212, 3-4=925I837, 45 77O/832, 5 - 58f78, 6-7=93/94 BOT CHORD 1-10=265I276, 9-1 =512/276, &9=12691254, 7-8=3611375 WEBS 2-10=9311698, 2-9=765/985, 3-9=145/151, 36=545/572, 48=106/71, "=-667/655, 5-7=-8371781 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7-02; 140mph (&second gust); h=26ft; TCDL=5.0psf, BCDL=3.0psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left exposed ; parch left and right exposed; Lumber DO L=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcoment with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this truss Is chosen for quality assurance Inspection. 6) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 914 to uplift at joint 10 and 9051b uplift at joint 7. 7) Design assumes 4x2 (gat orientation) pudins at cc spacing Indicated, fastened to truss TC w/ 2-10d nails. _ LOAD CASE(S) Standard Job Truss Truss Type Gty Ply LEVITT/DUNBAR RESIDENCE 9794 T19 COMMON 3 1 8 0 Job 0.eference o done Soulhem Bulling Products, West Palm Beach,FL 33407, Felix B. 6.200 s Mar 5 Mo5 wex Indusbies, Inc Mon Sep 11 13:05:38 2006 Page 1 i-za I e e tza s¢a 5.0()12 11-74 164.11 1 a.3L 53.7 06 5-142 = Scale = 1:55.1 4 8 5x8 = W-0 Plate Offsets (X Y)' r1'o-0.1 o g-111 ❑ Ed 0-3.81 re 0-0-0 0.3-01 LOADING(psQ SPACING 2-D-0 CSI DEFL in Qoc) Udell Ud PLATES GRIP TCLL 20.0 Plales1,ia,=e 1.25 TC 0.53 Vert(LL)' -0.14 8-9 >999 360 MT20 244/190 TCDL 15.0 Lumberinaease 1.25 SC 0.61 Vert(TL) -0.38 8-9 >660 240 SCLL 0.0 Rep Stress Ina YES WE 0.65 Horz(TL) 0.05 7 Wa We BCDL 10.0 Code FBC20C4/fP12002 (Matra) Wnd(LL) 0.05 . 8 >999 240 Weight 1121b WIALI6R BRACING TOP CHORD 2 X 4 SYP M 14 TOP CHORD Structural wood sheathing directly, applied or 6-0-0oc puffins, except end venicals. BOT CHORD 2 X 4 SYP M 14 BOT CHORD Rigid ceiling directly applied or B-2-4 oc bracing. WEBS 2 X 4 SYP No.31ba:ept- EV22X4SYP M14 REACTIONS (Ib/size) 9=104610-M,7=935/0.8-0 Max Hcrz9=192Qcad case 5) Max Upldt9=5780cad case 5), 7=S08Qcad case 6) FORCES (Ib)-Maximum CompressioWM.Amum Tension TOP CHORD 1-2=545M. 2-3=524/225, 34--1191/624, 4-5=1189/623, 5.6=6762B6, 6-7=402r269 BOT CHORD 1-9=70/457, 8-9=798/1279, 7-8=683/1292 WEBS 2-9=Z73/380, 3-9=1043/613, 3-8=324/410, 4-8=193r531, &B=340/417, 5.7=887/555 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7-98;140mph (e-seccnd gust); h=26ft; TCDL=5.Opsf; BCDL=3.Opsf, Category II; Exp B; enclosed; MWPRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 3) This buss has been designed for a 10.0 psf bottom Nord live load nonconarment with any other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this buss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 57811, uplift at joinl9 and 508lb uplift at joint 7. LOAD CASE(S) Standard °b Truss Truss type pry ply LEVI 1 1] 1 BAR RESIDENCE 9794 H11A HIP 1 1 Job RateRatenance ( b II 81 __ 6.200 s Mar 5 2005 frnek Industries, Inc Mon Sep 11 13:06:39 2006 Page 1 Co 14 1z4 — 1 118 124E 178 =-2-0 1-24 4914 0.114 1-24x5 = 4104 11-12 4x5 = Scale = 1:58.60 5.00 Fiff 11 10 9 B 3x4 1a-0 5x6 = 10x10 = tea---itau i2-3d =zu 1 = 9-10-0 b = tone 0.1.8 Plate Offsets fX YI' !1 :0417 40.111 IBEdce 0.3-87 f10'0.3-00.341 -F LOADING(psf) SPACING 2-04 CSI DEFL in floc) Weil Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) -0.14 10-11 >999 360 IT 2441190 TCDL 15.0 Lumber Increase 1.25 BC 0.58 Vert(fL)-0.3510-11 >688 240 BCLL 0.0 Rep Stress Ina YES WB 0.60 H°R(TL) 0.05 8 We Na BCOL 10.0 Code FEC2004frP12002 (Mabix) Wnd(LL) 0.3210.11 >789 240 Weight 116lb LUMBER BRACING TOPCHORD 2X 4 SYPM 14 TOPCHORD Structural wood sheathing directly applied orb-0-0oc purlins, except end verticals, BOT CHORD 2 X 4 SYP M 14 and 2-0-0 oc purlins (6-0.0 mar.): 4L. WEBS 2 X 4 SYP No.3'Except* BOTCHORD Rigid ceiling directly applied or 6.7-11°c bracing. EV22 X 4 SYP M 14 REACTIONS (Ib/size) 11=1046/0-e-0, 8=935N-8-0 Max Harz 11=102flcad case 5) Max Upliftl l=9100oad case 3), 8=817(load case 4) FORCES (Ib)- Maximum Compression/Maximum Tension TOPCHORD 1-2=529/519, 2-3=-503/568, 34=1214/1113, 45=W83/1079, 5-5=-1213/1110, 6-7=157/694, 7-8=377/371 BOT CHORD 1-11=-435/440, 10.11>1062/1282, 9-10=-872flOB3, 8.9=-105711296 WEBS 2-11=248/105, 3-11=1081/686, 3.10=302244, 4-10=29C264, 5-9=285/260, 6-9=318/255, &8=-928/549 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) W1nd: ASCE 7-02; 140mph (3-second gust); h=2611; TCDL=5.0psf; BCDL=3.0psf,, Category 11; EV B; enclosed; MWFRS gable end zone; cantilever left exposed ; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonc°nanent with any other live loads. 5) This buss requires plate Inspection per the Tooth Count Method when this buss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 910 lb uplift at joint 11 and 617 It, uplift at joint B. 7) Design assumes 4x2 (flat orientation) pudins at oc spacing indicated, fastened to truss TO w/ 2-1 Ed nails. LOAD CASE(S) Standard , Joe Truss Truss Type Oty, Ply LEVITTlDUNBAR RESIDENCE 9794 H9A HIP q 1 i32 S N B g Products , W st P Bearh,FL 33407, Felix S. 6.200 5 Mar 5 2005 Mffek IndusNes, Nc Mon Sep 11 13:05:39 2CO6 page 1 13-0 I BOp 142-0 I 1BM I EQd 1-2-0 7-16a 51-0 116i 41-12 4x8 = 4x7 = 5.00 12 3 4 1 0 9 3x4 = 1-24 -0a1 4 1-08 a-1a 7-1aa 8 7 5x5 = 4x8 = s2-0 Scale = 1:50.0 00 M v 6 Plate Offsets(XYY f1.0-0-10-0.111 f30.6-40.2-41 f40400.241 fSEd 0.7-111 I80.2-80-3.01 LOADI NG(psQ SPACING 2-0-0 CSI OEFL in Q.) VdeO Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TO 0.61 Vert(LL) -0.07 &7 >999 360 MT20 2441190 TCOL 15.0 Lumber Increase 1.21 BC 0.39 Ved(TL) -0.19 &7 >999 240 BCLL 0.0 Rep Stress lncr YES 69S 0.61 HOR(TL) OA3 6 No Na BCOL W.0 Cade FB ., 004/TPI2002 (Matrix) W1nd(LL) 0.17 . 8-9 >999 240 Weight 112lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 14 TOP CHORD Structural wood sheathing directly applied or&&7 oc pudins, except end verticals, BOT CHORD 2 X 4 SYP M 14 and 2-0-0 cc puriins (6.0.0 max): 3-4. WEBS 2 X 4 SYP No.3•Except• BOTCHORD Rigid rein EV22 X 4 SYP M 14 g dire ctN & applied or cc bracing. REACTIONS ,(alsize) 9=1046/0.3-0, 6=935/0.&D Max HoM9=89Qoad rase 5) Max Uplift9=957Qoad case 3), 6=863Qoad rase 4) FORCES (lb)- Maximum Compression/Maximum Tension TOP CHORD 1-2=507/542, 2-3=1441/1308, 3-0=-123211287, 4-5=1444/13l 1, 5.6=8477714 BOTCHORD 1-9=54(/S77,&9=612/577,7-8=1117/1227,&7=712f746 WEBS 2-9=917/663, 2-6=536/667, 3-8=191/202, 3.7=139/150, 4-7=224/212, 5-7=423/566 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7-02; 140mph (3-second gust); h=26ft; TCDL=5.Opsf; BCDL=3.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left exposed ; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chard live load nonconcugenl with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 957lb uplift at joint 9 and 863lb uplift at joint 6. 7) Design assumes 4x2 (gat orientation) pudins at cc spacing indicated, fastened to truss TO w/2.1 ad nails. LOAD CASE(S) Standard °b Truss buss type Dry ply LEVITY/DUNBAR RESIDENCE 9794 H7A HIP 1 1 83 S h West Pam B--M.FL �07, Falls B. 6.2 0 e WINJobE M7ek 11ndusmes, Inn Man Sep 11 13:05:402006 Page 1 1-2d I a1a 7L 11-7-0 154!-0 191 22 . 13-0 ]-11-0 Z114 a7-0 a74 2-101 3-1-12 4X8 = 5.00 12 1x4 II 4x8 = 13 12 11 10 9 5xl0 \\ 5x5 = 3x8 = 3x4 = 1-02149 7bo i 11-7-0 I 162-0 I 2-0 1460.1A 5-too a7-0 a7d Scale = 1:45.2 _Plate Oftsets(XY): 14.0.530.2-01 I6:OS40.2-41 l9'Eda 0.38j H2:0-2A0.3-0111310.7-00.2-81 LOADING(ps0 TCLL 20.0 SPACING 2-0-0 CSI DEFL in (loci) Udell I./d PLATES GRIP TOOL 15.0 Plates Increase 1.25 TC 0.67 Vert(LL) -0.10 17 >999 360 MT20 244/190 Lumber Increase 1,25 BC 0.60 Ved(TL) -0.28 10-11 >904 240 BCLL 0.0 Rep Stress Ina NO "S 0.72 HoaUL) 0.10 9 Na Na BCDL 10.0 Code FBC2004rrP12002 (Matrix) Wnd(LL) 0.21 70.11 >999 240 Weight: 116lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 14 TOP CHORD Structural woad sheathing all applied or 3-8-13 oc urlins, exce t end verticals, BOT CHORD 2 X 4 SYP M 14 and 2-"cc pudins (3-6-6 max.): 4-6. p p WEBS 2 X 4 SYP No.3 BOTCHORD Rigid ceiling directly applied or 4-7-3 cc bracing. REACTIONS 0b/size) 13=2027/0.3-0, g=1914/0.8-0 Max Horz 13=76(load case 5) Max Upliftl 3=1 6420oad use 3), 9-15470aad case 4) FORCES (lb)- Maximum Compression/Maximum Tension TOP CHORD 1-2=2B5/306, 23=373/404, 3-0=34062762, 4.5=-0717/3101, 5-6= 371713101, 6-7=34222774, 7-8=-5287500, 8.9=360/310 BOT CHORD 1-13=284281, 12-13=21032653,11-12=24a513149,10.11=2487/3162, 9.10i2102/2665 WEBS 2-13=319219. 3.13=28372158, 3.12=445/653, 472-226273, a11=6061748, 5-11=-592/472, 6-11=597/735, 8-1(.-231282, 7-10=-450/654, 7-9=-26872037 NOTES 1) Unbalanced roaf live loads have been considered for this design. 2) Wind: ASCE 7-02; 140mph (3second gust); h-26ft; TCDL=5.0psf; BCDL=3.0psh Category II; F3p B; enclosed; MWFRS gable end zone; cantilever left exposed ; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to preventwater pending. 4) This bass has been designed for a 10.0 psf bottom chord live load nonconcumentwith any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this bass is chosen for quality assurance Inspection. 6) Provide mechanical cannection (by others) of truss to bearing plate capable of withstanding 1642lb uplift at joint 13 and 15471b uprift at joint 9. 7) Design assumes 4x2 (flat orientation) pudins at cc spacing Indicated, fastened to buss TO w/ 2.1Cd nails. 8) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 264lb down and 172 Ib up at 7-0-0, and 264 It, down and 172lb up at 16-2-0 on top chord, and 384lb dawn and 250 Ib up at 7-0-0, and 3841b doom and 250 to up at 16.2-0 an bottom chard. The design/selecian of such.connect on devices) is the responsibility of others. 9) In the LOAD CASE(S) section, leads applied to the face of the truss are noted as front (F) or bark (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=7.25, Plate Inaease=1.25 Uniform Loads (pl0 Vert: 14=70, 4-6=-125(F=55), 6-8=70, 1-12=20, 10.12=38(F=18), 9.10=20 Concentrated Loads (lb) Vert: 4=-264(F) 6=264(F)12=384(F) 10=-384(F) uuaU� W. %i ENg�`•,,TF9 •STAIt' 'Jes'a* s/ON1 l Job Truss Truss Type Oty Fly LEVITT/DUNBAR RESIDENCE 9794 CJ7A MONO TRUSS 2 1 _ Job Reference (pll n 84 Southernmm cung rauas, West Palm Beach,FL 33407, Felix B. 6.200 s Mar 5 2005 M7ek thtlushies, Inc Mon Sep 11 13:05:402(306 Page 1 SCBIe = 1:25.0 3x4 = 1.5x4 1 LOADING(psf) SPACING 2- CSI _ DEFL in a—) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(U-) -0.11 8-7 -872 360 MT20 2441190 TOOL 15.0 Lumber lnaease 1.25 BC 0.61 Ved(TL) -0.40 6-7 >243 240 BCLL 0.0 Rep Stress Ina NO VVB 0.22 Horz(iL) 0.01 4 We rda BCOL 10.0 Cade FBC2004rFPI2002 (Matrix) Wnd(LL) 0.28 6-7 >347 240 Weight 44lb LUMBER TOP CHORD 2 X 4 SYP M 14 SOT CHORD 2X 4SYP M 14 WEBS 2 X 4 SYP No.3 REACTIONS (Ibrsize) 4=276fMechaniral, 5=372/Merhanical, 7=448/6" Max Horz 7=275(load rase 3) Max Uptlft4=295(load rase 3). 5�3780oad case 3), 7=5550oad case 5) FORCES (lb) - Maximum Camprassion/Maximum Tension TOP CHORD 1-2=386I359, 2-3=354/323, 33=107/57 BOT CHORD 1-7=322J336, 6-7=653/573, 6-6=0M WEBS 2-7=14V148, 3-7=-362/186, 3-6=6311719 BRACING TOPCHORD Structural mod sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-1-8 oc bracing. NOTES 1) Wind: ASCE 7-02; 140mph (3-sea nd gust); h=26ft; TCDL=S.Opsf; BCDL=3.0psF Category II; 6y B; enclosed; MWFRS gable end zone; cantilever left exposed ; porch left and right e)q3osed; Lumber s DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 pat bottom chord live load noncanarrent with any other live loads. 3) This truss requires plate inspection per the Tooth Count Method when this buss is chosen for quality assurance inspection. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by omens) of truss to bearing plate capable of withstanding 295 ib uplift at joint 4, 378 lb uplift at joint 5 and 555lb uplift at joint 7. 6) in the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Inaease=1.25, Plate Increase=1.25 Trapezoidal Loads (pif) Vert: 1=0(F=35, B=35)-to-0=173(F=52, 8=52), 1=0(F=10, 8-10)- o-5=49(F=15, 8=-15) 11all 1109 W. Hjgy* % ,FlySF°.'t9 S r ob ' Truss Truss Type Dry Ply LEVITVDUNBAR RESIDENCE 1794 HA MONO TRUSS 9 1 85 b R f ptiq West P21M an,PL 3347, Felix B. 8.200 s Mar 5 2005 MiTek Industries, Inc Mon Sep 11 1 00541 2111 Page 1 Scale = 1:25.0 1X4 II LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates increase 1.25 TC 0.36 Vert(LL) -0.04 4-5 >999 360 MT20 2441190 TCDL 15.0 .:'Lumber increase 125 BC '0.27 Ved(TL) -0.13 4S -547 240 BCLL DO Rep Stress Ina YES 1ryB 0.07 Hoa(TL) -0.07 3 Na Na BCDL 10.0 Code FBC20041TP12002 (Matrix) Wnd(LL) 0.14 4-5 >488 240 Weight 23 to LUMBER - BRACING TOP CHORD 2 X 4 SYP M 14 TOP CHORD Structural wood sheathing directly applied or 6A-0 oc pudins. BOT CHORD 2 X 4 SYP M 14 BOT CHORD Rigid ceiling directly applied or 10-0-0 ae bracing. WEBS 2 X 4 SYP No.3 REACTIONS Qbls¢e) 3=183/Mechanid,4=69/MechaNcel, 5=373N-3-0 Max Hare 5=167Qoad case 3) Max Uplift3=-152(load cese 3), 4=1120oad rase 4), 5=280(load cese 3) Max Gmv3=183(lead rase 1), 4=110Qoad case 2), 5=373(load case l) FORCES (lb)- Maximum Compression/Maximum Tension TOP CHORD 1-2=182r76, 2-3=86)55 BOT CHORD 1-5=0/167, 45=0/0 WEBS 2-5=372229 NOTES 1) Wnd: ASCE 7-02; 140mph (3-second gust); h=26ft; TCDL=S.Opsf. BCOL=3.Opsf; Category II; Fxp B; enclosed; MWFRS gable end zone; cantilever left exposed ; pond [attend right exposed; Lumber DOL=1.33 plate gdp DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chard live load nonconcomenl with any other live loads. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen far quality assurance inspection. 4) Refer to girder(s) for truss to "as connections. 5) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 1521b upldl at joint 3, 1121b uplift at joint and 280lb uplm at joint 5. LOAD CASE(S) Standard ON cot.... \,�pENSF 'e�9 IS Jab Truss Tuss rype Dly Ply LEVITY/DUNBAR RESIDENCE 9794 FG9 SPECIAL 1 mest 3Reference J b ( 8 0 86 aim se.M,FL33407, Felix S. 6.200 a Mar 52005 MTex induslnes, Inc Man Sep 11 13:05:42 2006 Page 1 eoa 0.4a ]Oa &11d 1G5 24-1] 1241-0 1st-H 9+11 1&11.0 33-13 2-11A 2-11.9 33-13 2-2-13 213 2� Scale = 1:34.9 3x4 it 3x7 = 3x7 = 3x4 = 1x4 II 3x4 = 5x6 = 3x7 = 3x4 II 1 2 3 4 5 B 7 0 I 14 11 10 7x8 = 3x6 = 5x10 MT20H= 3x8 = 3x7 = 3x6 = 7x8 = .--- z-tta z-na Sae 3-7dz LOADING TCLL 20.0 SPACING &&0 Plates Increase 1.25 CS I DEFL in ([cc) I/de6 Lid PLgTES GRIP TCLL 15.0 Lumberincrease 1.25 TC 0.88 BC 0.91 Vert(LL) -0.29 13 >NO 360 MT20 244/190 BCLL 0.0 Rep Stress Inv NO WB 0.74 Vert(fL) -0.83 HOMITL) 0.14 13 >278 240 10 Na Na Mi20H 787/143 SCOL 10.0 Cade FBC20041TPI2o02 (Matrix) Wnci 0.55 13 >419 240 Weight 2971b LUMBER TDOTOP CHORD 2 X 4 SYP M 14 BRACING CHORD 2X 4 SYP M21 TOP CHORD 2-0-0 cc pudins (4.7-14 max.): 1-9, except end verticals. WE1 WEBS 2 X 4 SYP No.3 BOTCHORD Rigid ceiling directly applied or7-115 cc bracing. EVi 2 X 8 SYP DSS, EV2 2 X 8 SYP DSS SS, RV JOINTS 1 Brace at Jhs): 1, 9 REACTIONS gib/size) 16=432010-4A, 10=5077/Mechanical Max UPTA16=2916(load case 3), 10=34100oad base 3) FORCES (lb) -Maximum Compa TOP CHORD 1-16=441298, 1. BOTCHORD 15.16-1987J740; WEBS 2-16=-7885SW3, 7-11=-4797/3206, :W]9leddd.45=21438/14370, 5E=21438/14370, 6.7=18916/12692, 7-8=1135317626, &9=623/420, &10=814/541 20413,12-13=12692/18916, 11-12=-9803/14611.1&71=5512re215 3-14=4593/6902, 4-14=32542147, 4-13=759/1108, 5.13=153111013, &13=18132725, &12=2238/1485, 7-12=328314894, NOTES 1) Special connection required to distribute top chord loads equally between all plies. 2) &Ply truss to be connected togetherwith 0.13 VXY Nails as follows: Top chord. connected as follows: 2 X 8 - 2 rows at 0-9-0 cc, 2 X 4- 2 rows at 0-4-0 oc. Bottom chords connected as follows: 2 X 4-1 row at 0-9-0 ac Webs connected as follows: 2 X 4 -1 row at O-&0 cc. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (3). unless otherwise indicated. 4) Wind: ASCE 7-02; 14Omph (3-second gust); h=26ft; TCOL-5.Opsf; BCOL=3.Opsf, Category II; Exp B; enclosed; MWFRS gable end zone; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Al plates are MT20 plates unless otherwise Indicated. 8) This truss requires plate inspection per the Tcoth Count Method when this truss Is chosen for quality assurance inspection. 9) Refer to girder(s) for truss to Voss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2916Ib uplift at joint 16 and 34101b uplift at joint 10. 11) Design assumes 4x2 (Pal orientation) pudins at cc spacing indicated, fastened to truss TC w/ 2-1 Od nails. 12) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 2041 Its down and 1331 lb up at 7-0-0 on tap Nord. The design/selection of such connection device(s) Is the responsibility of others. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plq Vert: 1-4=170(F=152), 4-9---4e6(F=-468), 10-16�5 Concentrated Loads (Ib) Vert 4=2041 fl r Jab Truss Truss Type Oy P1Y LEVITY/il N AR RESIDENCE 9794 FG8 SPECIAL 1 2 87 Southern Bulling Protlucts, West Palm Bearh,FL 33407, Felix B. v Job Reference o tuna 6.200 s Mar 5 2005 huTek Intlusbfes, Inc Man Sep 11 13;05;42 2006 Page 1 }7S 7815 10i 140.1 17S11 2141 }]-5 3S9 3SB 349 359 }74 1x4 II 3x9 = 1X4 II 5x8 = 1x4 II 2 3 4 5 R ^- .,n,u— ozlu MIZUH= 3XB= 1X411 5X10= Scale = 1:38.2 5x7 = -.- 1. 1441 edit }745 3�g 159 }6 2-7- 359 339 ) Plate Onsets (X V)' I5:0.4-00.3-01 f12:0300-3-01 LOADING(ps0 SPACING 2-0-0 CSI DEFL in (lac) I/tle0 Ud PLATES GRIP TCLL 20.0 Plates basso 1.25 TO 0.75 Vert(LL) -0.33 11 >757 360 - MT20 2441190 TCOL 15.0 Lumber Increase 1.25 BC 0.77 Ven(TL) -0.95 11 >263 240 MT20H 1871143 SCLL 0.0 Rep Stress Ina NO WB 0.54 Horz(TL) 0.21 15 We Na BCDL 10.0 Cade FBC2004/TPI2002 (Mshbk) Wind(L-) 0.62 11 >405 240 Weight 2051b LUMBER BRACING TOP CHORD 2 X 4 SYP M 14 TOP CHORD 2-0.0 cc pudins (3-8-8 max):1-7, except end vertlrals. WEBBOTS 2X 4SYPM21 BOTCHORD Rigid calling directly applied or&11-0 cc bracing. WEBS 2X 4 SYPNo. M 14.Vpl' JOINTS 1 Brace at Jl(s): 1.7 W72 X 4 SYP M 14. Al 12 45YPM 14, W52X4 SYP M14, W72X45YPM 14 W92X4SYPM 14, W712X4SYP M 14 REACTIONS (lb/size) 14--3056/0-8-0, 15=3056/0.3-8 Max Uplifti4=1993(load case 3), 15=1993(Iead case 3) FORCES (Ib)- Maximum Compression/Maximum Tension TOP CHORD 1-14=2900/1921, 1-2=7264/4737, 2-3=7264/4737, 34-13049/8510, 4-5=13049/8510, 56=7264/4737, 67=-7264/4737, 8-15=3056N993, 7-8=2900/1921 BOT CHORD 13.74=337/516, 12-13=7637/11709, 11-12=7637/11709,10.17=-7637/11709, 9-10=7637/11709, 8-9=337/516 WEBS 1-13=465917146, 2-13=872/638, 3.13=4707/3071, 5-12=-g167, E-71=925/1419, 4-11=911f660, 5-11=925/1419, &if--61167, 5-9=4707/3071, 6-9=872/638, 7-9=-4659/7146 NOTES 1) 2-ply truss to be connected together with 0.13196' Nails as follows: Top chords connected as follows: 2 X 4-1 row, at 0-9-0 oc Bottom chords connected as follows: 2 X 4-1 row at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply carmections have been prodded to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Wind: ASCE 7-02; 140mph (3-second gust); h=26ft; TCDL=5.Ops0 BCDL=3.Opsf; Category II; Fxkp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord fie load nonconolment with any other live loads. 6) Al plates are MT20 plates unless otherwise indicated. 7) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for qualitysssurenca inspection. 8) Bearing at joint(s)15 considers parallel to grain value using ANS r-PI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of huss to bearing plate capable of withstanding 1993lb uplift atjoint 14 and 19931b uplift at joint 15. 10) Design assumes 4x2 (gat orfenta6an) pudins at so spacing indicated, fastened to truss TO w/ 2-10d nails. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (p l) Vert 1-7=274(F=204), 8-14=20 tjpafajar,'o SN A IV s, �1GE VBlpb �; 9 I Job Truss Truss Type Oty Ply 1 EVIT11 1 1 1 i 1 R RESIDENCE 9794 T24A COMMON 3 1 p S N 9 1 P tl JbRfe ( G p 88 6.200 s Mar 5 2005 M7ek Industries, Inc Men Sep 11 1306:03 20M Page 1 m of 0 1 i 7-7-10 13.11A 1544 140 6b10 B 10 2- 5X5 = 106 Scale = 1:55.5 4 pa II 1-8 7 6 3-140 1U0 7-7.m 1698 eb10 — .714 LOADING s DEFL in too Vdefl Ud GRIP lP Q SPACING 2-0-0 C51 (too) PLATES TCLL 20.0 Plates Increase 1.25 TC 0.70 Ved(LQ -0.12 6-7 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 7.25 BC 0.40 Vert(TL) -0.33 6-7 >563 240 BCLL 0.0 Rep Stress Ina YES VVB 0.56 - Horz(TL) 0.01 6 Na Na BCDL 10.0 '- Cade FBC20W/fP12002 (Matrix) Wind(LL) 0.03 7 >999 240 Weight 951b LUMBER BRACING TOP CHORD 2 X 4 SYP M 14 BOB CHORD 2 X 4 SYP M TOP CHORD Structural wood sheathing directly applied or 60-0 ee pairs. except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0 0 oc bracing. WEBS 2X45YP No.39. REACTIONS Qb/size) 8=814/0-&0, 6=684/Merhanical Max H0rz8=280(load base 5) Max Upl1ft8=3530oad base 3), 6=-017(toad case 3) FORCES (Ib)- Maximum CompressiomMawmum Tension TOP CHORD 1-2=169/67. 2-3=994/317, 3-4=1001/476, 4-5=70/28, M=92)33 BOT CHORD 1-8=85/220, 7-8=334220, 6-7=143/271 WEBS 2-8=738/379, 2-7=1171627, 3.7=-460/352, 4-7=414f797, 4-6=595/366 NOTES 1) Unbalanced roof five loads have been considered for this design. 2) W1nd: ASCE 7-02; 140ni (3-second gust); h=26ft; TCDL=5.0psf BCDL=3.Opsf, Category II; Exp B; enc osed; MWFRS gable end zone; cantilever left exposed ; Lumber DOL=1.33 plate grip DOL--1.33. 3) This Goss has been designed for a 10.0 pal bottom chord live lead nenconmrrent With any other live loads. 4) This muss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of muss to bearing plate capable of withstanding 3531b uplift at joint 8 and 317 to uplift at joint 6. LOAD CASE(S) Standard IJ�ob Truss Truss Type Oty PN LEVITY/DUNBAR RESIDENCE 9794 T24 SPECIAL 2 1 i 9 S th Job R0 -.. __....e ..____,_, „��, �a„„ ocam,r� wvw, Felix B. f ( tl 6.200 s Mar 5 2005 N I K Indusines, Inc Mon Sep 11 1306012131 Page 1 1b0 BAta 13-113 15.98 18a 7-1-10 5-1-10 4 4 �d0a 5.00 12 3x4 = 10 5x5 = 1x4 11 3X8 = 5x5 = 1x4 II 1x4 FOO 12 1da1b0 3d0 &1-10 1Nta I 1 98 140080 zpolX4 II s.t-m s1-to z-1aa 4x6 = Sple = 1:61.6 LOADING(psf) TCLL 20.0 SPACING 2-0.0 CSI DEFL in Qcc) Vdd Ud PLATES GRIP TCDL 15.0 m2im increase Lumber -Increase 121 1.25 TO 0.47 V14LL) -0.03 9-9 >999 360 MT20 2441190 BCLL 0.0 - Rep Stress Ina YES BC 028 WB 0.45 Vert(TL) Horz(TL) -0.12 &9 0.07 11 1999 240 I BCDL 10.0 Cade FBC2004/rPI2002 (Matrix) Wnd(LL) 0.08 , 8.9 rda >999 n1a 240 Weight 107 lb LUMBER TOP CHORD 2X 4 SYP M 14 BOT CHORD 2 X 4 SYPM 14-Ercepl- FA1 2 X 4 SYP N0.3 WEBS 2X 4 SYP N0.3 REACTIONS (lb/size) 10=832/04&0, 11=666IMechanicel Max Horz 10=402Qoad cese 5) Max Up1iR10=-534Qoad rasa 5). 11=4230aad case 5) BRACING TOPCHORD Structural wood sheathing directly applied or 5-7-8 cc pudins, except end verticals. -. ,,.BOTCHORD Rigid calling directly applied or&1-7 oe bmdng. FORCES (lb) -Maximum CompressioNMaldmum Tension TOP CHORD 1-2=168/141, 2-3=1407/1025, 3-4=-024/227, 4-5=368255, 6-11=666/423, 5.6 2/423 BOT CHORD 1-10=183207, &10=-06/68, &g=-791/963, 7-8=791/963, &7=W WEBS 2-10=-816f731, 2-9=702tl l45, 3.9=4211331, 3-8=0/238, &7=745/658, 4-7=3M2, &7= 76/537 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 140mph (&second gust); h=26ft; TCDL=5.0pst SCDL=3.0psf: Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) This truss has been designed for a 10.0 psf bottom chard he load nonconwment with any other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 5341b uplift at joint 10 and 423 to uplift at joint 11. LOAD CASE(S) Standard uff:p' W. �, .wggT ! ENS'.% c9 tiff Job =T2643B Truss Type city Ply L N117 DUNBAR RESIDENCE 9794 SPECIAL 3 1 90 uht J b R fe ( h II ---- cou West Fe„n o=ec,,FL aaeor, Felix S. 6.2003 Mar 52005 MiTek Industries, Inc Mon Sep 11130'>:042006 Pagel w t am 1aa l30 7' 3X4 II 5.00 12 4 f 3x4 = 8 5x5 = tx4 II 1� _ 1� sahRO 112 loos x$°�I ssa ]de 3xB% 9 Scale = 1:71.7 Plate Offsets fX V)' T3'040 0.3-0I T5:0-4-8 0-1-e1 1T0-1-14 0.0.H1 Te' 2 I LOADING(pso TCLL SPACING 2-0-0 CS! DEFL in Qoc) VdeB L/d PLATES GRIP 20.0 TCDL 15.0 - Plates Increase 125 TC 0.73 Vert(LL) -0.07 5-6 >999 360 MT20 2441190 Lumber Increase 1.25 8C 0.40 Vert(TL) -0.18 5-6 >999 240 BCLL 0.0 Rep Suess Ina YES WB 0.37 Hom(TL) 0.11 9 Na Na BCDL 10.0 Code FBC2004/1P12002 (Matrix) Nhnd(LL) 0.07 &7 >999 240 Weight: 95lb TOP CHORD 2X 4 SYPM 14 BOT CHORD 2 X 4 SYP M 14 •Excepr FAt 2 X 4 SYP N0.3 WEBS 2X 4 SYP No.3 REACTIONS (lb/size) 9=666IMechanical, 8=832/0 & Max Horz8=385(load(stse3) . Max UPlift9=-W(lcad case 3). 8= 330(load case 3) FORCES (lb) - Maximum CamPrasaicn/Maldmum Tensian TOP CHORD 1-2=147/110, 2-3=1402J697, 3-4=164/41, 5-9=666/367, 4-5=222/170 BOTCHORD 1-8=121/180,7-8=440/41,&7=569/981,5-6—,568/984 WEBS 2-8=-797/490, 2-7=508/1168, 3-7=-385293, 3.6=0/304, 3-5>1004/583 BRACING TOP CHORD Structural wood sheathing directly applied or 5-&3 cc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied of 9.7-12 oc bracing. WEBS 1Row at midpt 35 NOTES 1) Wind: ASCE 7-02; 140mph (3-second gust); h=261h TCDL=S.Opsh BCDL=3.0psh Category II; EV S; enclosed; MWFRS gable end zone; cantilever left exposed ; Lumber DOL=1.33 plate grip D0L=1.M. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any ether live loads. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by ethers) of truss to bearing plate capable of withstanding 367lb uplift at joint 9 and 330lb uplift at joint 8.. LOAD CASE(S) Standard lob Truss Truss Type Dry pry LEVIT7/DUNBAR RESIDENCE 9794 MV4D VALLEY 1 1 (1 yy S h I b R Q-14 iT cab 9 9 1 ' 6200 s Mar 52005 hLTek Intlusb.es, Inc Man cep 11 13:05:42 2006 Page 1 Scale = 1:12.3 a116 LOADING(psq TCLL 20.0 SPACING 2E-0 CSI DEFL In Qoc) Well Dd PLATES GRIP PLAT GRIP TCDL 15.0 Plates Increase Lumber Increase 1.25 1.25 TC 0.30 Ven(LL) Na - Na 999 0 BCLL 0.0 Rep Stress Inv YES BC 0.23 WB D.00 Vert(TL) Hca(TL) Na - me 999 0.00 4 Na Na BCDL 10.0 Cade FBC20047PI2002 (Matrix) Weight 16lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 BOT CHORD 2X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 411E oe P P udins, exce t end verticals, WEBS 2X4SYP No.3 and 2-00oc erectly RD Rigid wiling directly applied applied or 70-0-0 cc bracing. JOINTSBOTCH JOINTS 7Brece al Jljs):3 3 REACTIONS Ob/size) 1=183/4-11-6,4=l W4-11-6 Max Horz 1=103(lcad csse 5) Max UPIiftl=100(l0ad case 5), 4=114(load pse 5) FORCES Ob)- Maximum Compression/Maximum Tension TOP CHORD 1-2=164/45, 23=1(T7/83, 3-4=-118/102 BOTCHORD 14=83/107 NOTES 1) W1nd: ASCE 7-98;140mph (3-secend gust); h=26ft; TCDL=5.0psf; BCDL=3.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate gdp DOL=1.33. 2) Provide adequate drainage to preventwater pending. 3) This truss has been designed for a 10.0 Pat bottom chord live load nonconcunent vvith any other live loads. 4) This truss requires plate Inspection per the Tooth Count Method when this truss Is chosen for quality assurance inspection. 5) Gable requires congnucus bottom chard bearing. 6) Provide mechanics] connection (by others) of truss to bearing plate capable of withstanding 100Ib uplift atjoint 1 and 114Is uplift at joint 4. 7) Design assumes 4x2 (gat orienWlion) pudins at cc spacing indicated, fastened to truss TC w/ 2-10e nails. LOAD CASE(S) Standard ills .10E — irons imssiypa ary PIY LEVITY/DUNBAR RESIDENCE 9794 FG1 SPECIAL I (1 South, R JbRfe !D6 0 92 o==y, r�amwr, remr D. _ 8200s Mar 52005 MTeklndushtes, Inc Man Sep 1113A6:042006 Pagel asa _ 3x8 = Ix II asio 3x8 = aala 5x5 = aae 3x8 -= Scale = 1:37.7 1 2 3 4 B 8 7 6 3x9 11 7x8 = 2x4 II 6x8 = 3x9 11 ass a 10 a 10 ass LOADING TCLL SPACING 2-0-0 CSI DEFL - in Coe) I/dell Vd PLATES GRIP 20.0 200 TCOL 15.0 Plates Increase 1.25 TC 0.57 Veri(LL) -0.05 &9 >999 360 MT20 2441190 Lumber Increase 125 BC 0.37 Ver(TL) -0.13 &9 >999' 240 BCLL 0.0 Rep Stress Ina NO WB 0.71 Horz(Ty 0.02 6 Na n/a BCDL 10.0 Cade FBC2004r P12002 (Matrix) W1nd(LL) 0.09 &9 >999 240 Weight 247lb LUMBER BRACING CHORD 2 X 4 SYP M 14 TOP CHORD 2-0-0 on puffins (6-0-0 max): 1-5, except end verticals. BET CHORD 2 X SYP M 14 WEBS BOT CHORD Rigid ceiling directly applied or 1o41-0 oc bracing. 4 2 X 4 SYP No.3 JOINTS 1 sm. at A(s): 1, 5 REACTIONS Qb/size) 10=371OM-4-0, 6=3710/0.40 Max Uplift10=2420Q0ad rase 3), 6=2420(Ioad rase 3) FORCES (ib)-Maximum Compresslan/Maxlmem Tension TOP CHORD 1-10=-3001/19W. 1-2=3527/2299, 2-3=3827/2299, 34=-3527/2299, 45=3527/2299, 5.6=3001/1990 BOTCHORD&10=74/107,&9=-3024/4634,7-8=3024/4634,&7=74/107 WEBS 1-9=288614437, 2-9=279/270, &9=1437/941, 3A=906/1506, &7=1437/941, 4-7=278/270, 5-7=2886/4437 NOTES 1) 2-ply truss to be connected together with 0.131.4- Nails as (allows: Top chards can necled as follows:2 X 4-1 raw at 0-5-0 m Bottom chords connected as follows: 2 X 6- 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4-1 raw at 0.9u0 aa. 2) All loads are considered equally applied to all plies, except if noted as front (N or back (B) face in the LOAD CASES) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-02; 140mph (3-second gust); h=26ft; TCDL=S.Opsf; BCDL=3.0psP, Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chard live lead nonconwment with any other five loads. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2420lb uplift atjoint 10 and 24201b uplift at joint 6. 8) Design assumes 4x2 (fiat orientation) purms at oc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=125 Uniform Loads (fall) Vert 1-5=-70, 6-10=353(F=333) ,I Jab Truss Truss type City Ply LEVITY/DUNBAP. RESIDENCE 9794 MV12E VALLEY 1 1 93 Jab Reference a fional Southern Bulling Protlucls, West Palm Beach,FL 33407, Fefix B. 6.2005 Mar 5 ZOOS M7ek Indus -. Inc Man 6ep 11 13:05:56 2006 Page i 12-H-0 12-114 2x5 II Scale = 1:60.9 3x5 II 5.00 12 IX4 II 3 1 4 2 77 1 1 8 7 <I[ RI 6 5 3x5 11 1 x4 11 1 x4 11 1.5x4 11 12-114 1z 114 LOADING(psp SPACING 2- 13 CSI DEFL in Qoc) I/de8 L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 1..Ven(LL) Na - r/a 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.99 Vert(FL) Na - We 999 BCLL 0.0 Rep Stress Inv YES WE 0.16 Horz(TL) -0.00 5 Na Na BCDL 10.0 Code FSC200417PI2002 (Matrix) Weight: 63lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.3 TOP CHORD Structural woad sheathing directly applied or 2-2-14 oc purms, except end verticals. BOTCHORD 2 X 4 SYP No.3 BOTCHORD Rigid ceiling directly applied or 2-2-0oc bracing. VAESS 2 X 4 SYP No.3 WEBS IR. at midpt 4-5 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 8=92/12-11-0, 59ia4/12-11-0, 6=478/12-11-0, 7=382/12-11-0 Max Horz 8=393(load rase 5) Mac Uplift5=169(foad case 5). 6�3170oad case 5), 7=6010oad base 5) Max Gmv8=347Qoad case 5).5=1840oad case 1). 6=4780oad base 1), 7=3820oad case 1) FORCES (Ib)- Maximum Compression/Maximum Tension TOP CHORD 1-6=208/0,1-2--422/37, 2-3=229/ 7, 3-4=87/41, 45=139/163 SOT CHORD 7-8=22/13, &7=-22/13, 56=22/13 WEBS 3.6=-376/388, 2-7=297/474 NOTES 1) W1nd: ASCE 7.98; 140mph (3-second gust); h=26ft; TCDL=5.0psf; BCDL=3.0psf Category I1; Fxp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 2) This "as has been designed for a 10.0 psf bottom chord live load nonconcumentwith any other live loads. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 169lb uplift at joint 5, 317lb upl'dt at joint 6 antl 601 lb uplift at joint 7. LOAD CASE(S) Standard W. IV /'>' EN'9 gTtc9 Id - 'sTAl e' 9 �9�>,SS+ON1p� Ja° Tres Truss Type Ory Pry LEVITY/DUNBAR RESIDENCE 9794 MV12D VALLEY 1 1 94 Soumum Bulling Prodcata, West Palm Bead1,FL 33407. Felix S. Jab Reference 0 bona 8.200 s Mar 52005 MRek Intlusbies, Ina Mon Sep 111-u-:5a Zoos Pagel 12-11-0 1241-0 1X4 I 1.5X4 II 5.00 FIT 4 8 7 6 5 2.5X6 II 1X4 II 1.5X4 II Scale = 1:62.4 LOADING (psi) SPACING 2-0-0 C51 DEFL in Q.) Ildell Ud PLATES GRIP TCLL 20.0 Plates Increase 125 TC 0.94 Vert(LL) n/a - Na 999 MT20 2441190 TCDL 15.0 Wmberincrease 125 BC 0.79 Vert(-L) Na - Na 999 BCLL 0.0 Rep Stress Inc- YES WS 0.23 Horz(TL) -0.00 5 Na We BCDL 10.0 Code FBC2004lrP12002 (Matrix) Weight 62lb LUMBER BRACING TOP CHORD 2 X 4 SYP N0.3 BOT CHORD 2X4 SYP No.3 TOP CHORD _ Struclurel wood sheathing directly applied art-2-0 oe exce pudins, pt end verticals. WEBS 2X 4 SYP No.3 BOTCHORD Rigid wiling directly applied or 160.0 oc bracing. OTHERS 2X4SYP N0.3 REACTIONS (lb/size) 8=209/12-11-0, 5=159/12-11-0, 6=470/12-11-0, 7=617/12-11.0 Met Hare 8=393(joad case 5) Met UPI1115=-159(load case 1). 6=207Qoad case 5), 7=5780oad case 5) FORCES Qb)-Maximum CompmssiONMa>dmum Tension TOPCHORD 1-8=176/10,1-2=341/83,2.1=N0/68,3-0=83160,45=114/144 BOT CHORD 7-6=-1717, 6-7=nn, S- 1717 WEBS 3-6=-3891374,2-7=464/547 NOTES 1) Wind; ASCE 7-98:140Mph (3-second gust); h=26ft; TCDL=S.OPsf; BCDL=3.Opsh Category II; Epp S; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord five load nonconwnent with any other live loads. 3) This truss requires plate inspection per the Tooth Count Method when this truss, is chosen for quality assurance Inspection. 4) Gable requires continuous bottom chard bearing. 5) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 1591b uplift at Joint 5, 207Ib uplift at Joint 6 and 5781b uplift al)oint 7. LOAD CASE(S) Standard Jab Truss Tmss Type Dty Ply LEVITTIDUNBAR RESIDENCE 9794 MV12C VALLEY 1 1 9rJ Job Reference a liana Sauthem 6uiling Products, West Palm 6each,FL 33407, Felix B. 6.200 s Mar 5 2005 MRek Industries, inn Mon Sep 17 13:05:55 2006 Pagel n N 0 F8 12-1 „tea "" 4 II 4x4 = Srale = 1:60.1 3 4 1 6 5 1x4 II 1.5X4 II LOADING SPACING 2-0.0 CSI DEFL in 0.) gdeg Ud PLATES GRIP TCLL 20.0 plates Increase 1.25 TC 0.84 Ven(LL) Na - Na 999 MT20 244/190 TCDL 16.0 Lumber Increase 1.25 BC O.S6 I Vert(1L) n/a I n/a 999 BCLL 0.0 Rep Stress Ina YES Wit 0.75 Horz(TL) -0.00 5 Na Na BCOL 10.0 Code FBC2004rIP12002 (Malrbc) Weight 56lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 BOTCHORD 2X 4 SYP No.3 TOP CHORD. Structural waod sheathing directly applied or &aO o pudins, exce t end venlcals, p WEBS 2 X 4 SYP No.3 and 2-0-0 cc pudins 3.-0 OTHERS 2 X 4 SYP No.3 or 6-: ceilingdirectlyapplied ar60.D cc bracing. applied c JOINTSBOTCHORD JOINTS 1Brace 7 Brace al Jt(s): 4 REACTIONS (Ib/size) 7=244/12-11-0,5=23/12-11-0,7=640/12-11-0,6=219/12-11-0 Max Hcrz 7=352(load case 5) Max Upligl=490cad case 5), 5=-320oad wse 4), 7=509goad rasa 5), 6=132Qoad pse 5) FORCES (lb)- Maximum CompressioNMaximun Tension TOPCHORD 1-2=279/91,2-3=88137,3-0=-12,4-5=22/14 BOT CHORD WEBS 2-7=465/500,3-6=-790/l91 1/ vwna: moue I-va; laumpn (3-second gust); 11=2611; TCDL=5.0psf; BCDL-=J.Opsf, Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide adequate drainage to prevent water panding. 3) This truss has been designed far a 10.0 pat bottom chard live load nonconaaent with any other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this buss is chosen for quality assurance inspection. .. 5) Gable requires continuous bottom chard bearing. 6) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 49lb uplift at joint 1, 32lb uplift atjoinl 5, 509Ib uplift atjoinl7 and 132lb uplift at joint 6. 7) Design assumes 4x2 (flat orientation) puffins at cc spacing Indicated, fastened to truss TC w/ 2-1 ad nails. LOAD CASE(S) Standard mmmarq�� YY. kggr � ENSFr� 89 i Job Truss Truss Type Dry Ply I1=VITT/DUNBAR RESIDENCE 97114 MV11E VALLEY 1 1 .9 6 Jab Reference optional) Sauthem Builing Protlucts, West Palm BearJI,FL 33407, Felix B. 6.200 s Mar 5 2665 Mfek Indusbles, lna Man Sep 11 13A5:55 2006 Page 1 aoo 11+1a 89° 4X5 =1° 1.5X4 II 3 4 Scale = 1:29.5 1X4 II 11+10 1X4 II 1.5X4 II LOADING (psp SPACING 2-0-0 CSI DEFL in Doc) Well Vd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Ved(LL) Na - Na 999 MT20 244/190 TOOL 15.0 Lumberincrease 1.25 BC 0.26 Ved(TL) Na Na 999 ' BCLL 0.0 Rep Stress Inv YES VUB 0.11 HoaCrL) 0.00 5 Na Na BCDL 10.0 Code FBC20OWPI2002 (Matr&) Weight 431b LUMBER BRACING ' TOP CHORD 2 X 4 SYP Na.3 TOP CHORD Structural wood sheathing directly applied or 0-0-0 oe pudins, except end verticals, BOT CHORD 2 X 4 SYP No.3 and 24.O no puffins (64)-0 max): 3-4. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-a0 oa bracing. OTHERS 2 X 4 SYP No.3 JOINTS 1 Brace al Jt(s)' 4 REACTIONS 0b/size) 1=43/11-0-10.5=99/114-10,7=396/11h10,6=400/11-4-10 Mex Harz 1=2270oad case 5) Max Uplift5=-78(load rasa 4). 7=3200oad case 5). 6=2530aad case 5) Max Grav 1=600aad case 5). 5=990oad =se 1). 7=3960oad case 1), 6=4080aad case 1) FORCES 0b)-Madmum CompressiardMadmum Tension TOPCHORD 1-2=226/27,2-3=91/44,3.4=B/Q45=7aM2 SOTCHORD 1-7=2V23,6-7=21/23,5-6=918 WEBS 2-7=308/353, 8-6=316/281 NOTES 1) Wind: ASCE 7.98; 140mph (3secend gust); h=26R; TCDL=5.0psf; BCDL=3.0ps0 Category II; EXp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate gdp DOL=1.33. 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconoment with any other live loads. 4) This buss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assuran=Inspection. 5) Gable requires continuous bottom chord bearing. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7811, uplift at joint 5.320 to uplift at joint 7 and 253 lb uplift at joint 6. 7) Design assumes 4)2 (flat orientation) pudins at oc spacing Indicated, fastened to truss TO cal 2.1 Od nails. LOAD CASE(S) Standard `'lllllll/g'' EN wJ. byy9 i�i, ��pENBF °.Tci9 III Job Truss Truss Type Dry Ply LEVITT/DUNBAR RESIDENCE 9794 MV9E VALLEY 1 1 97 JMa—r Reference h onall 9 West P I rh 334 B FL 07 Felix B. s 8.200 5 2005 MRek Intlusthes, Inc. Mon Sap 11 13:0.5:542006 Paga 1 9-01a 4aa solo 4X5 = Scale = 1:18.4 5.00 12 2x5 II 2 3 zx9 % I X4 11 2X4 11 LOADING(pst) TCLL 20.0 SPACING 2-0-0 CSI DEFL in pac) Vlefl Ud PLATES GRIP TCDL 15.0 Plates increase 1.25 TC 0.45 Vert(LL) Na - Na 999 MT20 244/190 Lumberincrease 125 SC 0.29 Vert(TL) Na Na 999 BCLL 0.0 Rep Suess Ina YES 4VB 0.07 Horz(TL) 0.W 4 Na Na BCOL 10.0 Code FBC20D41TPI2002 (Matrix) Weight 301b LUMBER BRACING TOP CHORD 2 X 4 SYP N0.3 BOT CHORD 2 X 4 SYP N0.3 TOP CHORD Structuralwood sheathing directlyappged crb-60xapudins, exceplendverticals, WEBS 2 X 4 SYP N0.3 and 2-D-0 be pudins (6-0-0 maX): 2-3. OTHERS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or l O-0 O oc bracing. JOINTS 1 Brace at Jt(s):3 REACTIONS (Iblsee) 1=16W-4-10, 4=234/9-4-10, 5=37013410 Max Horz 1=1030=d case 5) Max UPQft1=73(load case 5), 4=158Q0ad case 4), 5=213(load case 3) FORCES Qb)-Mabmum Compression/Maldmum Tension TOP CHORD 1-2=193/81, 23=130191, 34=1821170 BOTCHORD 1-5=116/159.45=91/130 WEBS 2-5=274/245 NOTES 1) Wind: ASCE 7-98; 140mph (3-second gust); h=26ft; TCDL=5.OpA BCDL=3.0psf; Category II; Ej, B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip OOL=1.33. 2) Provide adequate drainage to prevent water ponding. 3) This cuss has been designed for a 10.0 psf bottom chord live load nonwncumenl with any other live loads. 4) This truss requires plate Inspection per the Tooth Court Method when this buss Is chosen for quality assurance inspection. 5) Gable requires continuous bottom chard bearing. 6) Provide mechanical wnnec6an (by others) of truss to bearing plate capable of vrithstanding 73lb uplift at joint 1, 1581b uplift at joint 4 and 213 to uplift at Joint 5. 7) Design assumes 4x2 (flat orientation) purims at oc spacing Indicated, fastened to truss TC w/ 2-1 Od nails. LOAD CASE(S) Standard 111111j1 W..wg9T ENS4!l, 9 ill Job ITruss Truss Type Oty Plv LEVITY/DUNBAR RESIDENCE 9794 C 154 MONO TRUSS 2 1 Job R( foptlonal, 98 Southern BuNing Products. .rest Palm Cewh,FL 4 107. helm B. - - - 6.200 a Mar 02005 MRek Induslnes, me Man Sep 11 13 W 02 2006 Page t Scale = 1:19.2 1X4 II LOADING (pall (pall SPACING SPACING 2-0-0LOADING 2�CSI DEFL in in Q.) Wall ud�PLATES Q.) Wall ud�PLATES GRIPDEFL GRIP TOLL Plates Increase 1.25 TC 0.18 Vert(LL) -0.01 4-5 >999 360 MT20 244/190 15.0 TOOL 15.0 Lumberinvease 1.25 BC 0.15 Vert(IL) -0.02 4-5>999 240 BCLL 0.0 Rep Stress Inv NO WB 0.07 Ho2(TL) -0.02 3 Na Na BCDL 10.0 Code FBC20041TP12002 (Matrix) WndQl) 0.01 4-5 >999 240 Weight 171b LUMBER BRACING TOP CHORD 2 X 4 SYP M 14 TOP CHORD Structural wood sheathing directly applied or 545 cc pudins. BOT CHORD 2 X 4 SYP M 14 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 2X 4SYP No-3 REACTIONS Qb/size) 3=115/Mechanical,4=36/Mechanicel,5=325/0-8-11 Max Ho¢ 5=149Qoad case 3) Max Uplift3=120Qoad case 3), 4=8Qoad ease 3), 5=.139(load case 3) Max Grav3=1150oad rase 1). 4=67(load case 2), 5=325(load case 1) FORCES Qb)- Maximum Compression/Maximum Tension TOPCHORD 1-2=154/50,2-3=57rJ2 BOTCHORD 1-5=01149,4 Uffi WEBS 2-5=263F128 NOTES 1) NMd: ASCE 7-02; 140mph (3-second gust); h=26ft; TCDL=5.OpsF BCDL=3.Opsf, CategoryII; Fxp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed tar a 10.0 psf bottom chard live load nonconcu enl with arty other live loads. 3) This truss requires plate inspection per the Tooth Count Method when this those is chosen for quality assurance inspection, 4) Refer to girder(s) for buss to truss connections. 5) Provide mechanical connection (try others) of buss to bearing plate capable of withstanding 1201h uplift at joint 3, 81b uprm at joint 4 and 1391b uplift at joint 5. LOAD CASE(S) Standard luuiq' W.�4 ,ENgF •;TF� lob Truss T. type Dry Pry LEVITY/DUNBAR RESIDENCE )794 CJ54A MONO TRUSS 2 1 B tb J bRef tab h 99 -.-_-...�..____,_, tea,,,, o�.,.,,r�awrvq rent S. 6200s Mar 52005 M7ek lntlusbles, Inc Mon Sep 1113A8:022006 Page Scale = 1:18.7 1X4 II LOADING(p.0 TCLL 20.0 SPACING 2-0.0 CSI DEFL in Qoc) 1/dell Ud PLATES GRIP TCDL 15.0 Plates Increase 1.25 TC 0.16 Vert(LL) -0.01 45 -999 360 MT20 2441190 Lumberinaease 1.25 BC 0.13 Ved(TL) 0.01 4-5 >999 240 BCLL 0.0 Rep Stress Ina NO WB 0.07 Harz(TL) -0.02 3 Na We BCOL 10.0 Code FBC2004rFP12002 (Matrbc) WAnd(LL) 0.01 4-5 >999 240 Weight 171b LUMBER BRACING TOP CHORD 2 X 4 SYPM 14 BOB CHORD 2 X 4 SYP M 14 TOP CHORD Structural wood sheathing directly applied or S-1-13 cc pudins. WEBS 2X4SYP No.3 BOT CHORD Rigid ceiling directly applied or ID-M cc bracing. REACTIONS (lb/size) 3=108/Merhanlral, 4=3WMerhanical, 5=317M.8-11 Max Holz 5=144(Iaad case 3) Max UpI'd13=114Qoad ease 3), 4=7Qoad case 3), S=135Qoad nse 3) Max GMV3=108Qoad case 1), 4=62(load case 2), 5=317Qoad rase 1) FORCES Qb)-Maximum Compression/Ma)d=MTenslan TOPCHORD 1-2=147/49,2-0=5429 BOTCHORD 1-5=0(144,44i-= WEBS 2-5=-253216 NOTES 1) Mid: ASCE 7-02; 140mph (3-second gust); h=26R; TCDL=5.0pst BCDL=3.Dpsh Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed fora 10.0 psf bottom chard live lead noncom ment with any other live loads. 3) This truss requires plate Inspection per the Tooth Count Method when this truss Is chosen for quality assurance Inspection. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 1141b uplift at joint 3, 7lb uplift at Joint 4 and 135lb uplift at joint 5. LOAD CASE(S) Standard ON W. hgq� fill; Job Truss Truss Type Dry Ply LEVITY/DUNBAR RESIDENCE 9794 115C SPECIAL 1 1 1 OD _ JbRf rob n Southern •• --- ••• s • •amu..u, west Palm eearn,rc a:wur, reuz B. 6.200 s Mar 5 2005 �LTek Ind, T-, Inc Man Sep 11 13:06:01 2006 Pace 1 Ida Y114Sliaa-10 E415 12-1-0 }9-0 140 17-1 0.1-5 18-0 0.1S 33.1 1gp 4x6 = Scale = 1:28.7 4X6 = 5.00 12 n r N I (6 a 1x4 II 3x6 = 3x6 = 1x4 II LOADING(psp SPACING 2-0-0 CSI DEFL in ow) Well L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.28 Vert(LL) -0.02 9 1999 360 MT20 2441190 TCDL 15.0 Lumber Increase 1.25 BC 0.23 Vert(TL) -0.05 8-9 >999 240 BCLL 0,0 Rep Stress Ina NO WS 0.33 Herx(TL) 0.01 7 Na Na BCDL 10.0 Code FBC2004frP12002 (Matrix) W1nd(LL) 0.03 8-9 >999 240 Weight 61 Ib LUMBER BRACING ' TOP CHORD 2 X 4 SYP M 14 TOP CHORD Structural wood sheathing directly applied or 6-0.0 ac purins, except SOT CHORD 2X 4 SYP M 14 2-0-0 cc purists(&M mi 3-4. WEBS 2 X 4 SYP No.3 BOTCHORD Rigid ceiling directly applied a 10-0.0 cc bracing, Except: B-7-10 oc bracing: 8.9. REACTIONS (lb/size) 10=984/0-&0, 7=9840" Max Horz 10=37(load case 6) Max Uplift10=-585(load case 3), 7�585(loed case 4) FORCES ob)-Maximum Compression/Max9mum Tenslan TOP CHORD 1-2=9 V48, 2-3=1212/879, 3-0=-1068M36, 4,5=l212/879, 5b=91/50 BOT CHORD 1-10=37/87, 9.lO=74/87, &g=722/1068, 7-8=39/87, &7=39/87 WEBS 2-10=B33/584, 2-9=721/1022, 39=111/188, 4-8=111/188, &7=833/584, 5-8=722/1022 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 140mph (3-secantl gasp; h=26ft; TCDL=S.Opsh BCDL-3.Opsf. Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconc went with any other live loads. 5) This truss, requires plate inspection per the Tooth Count Method when this Wss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 585lb uplift at joint 10 and 5851b uplift at)aint 7. 7) Older caries hip end with S-0-e end setback. 8) Design assumes 4x2 (Flat orientation) purims at cc spacing indicated, fastened to truss, TC w/ 2.10d nails. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 207 lb down and 2.30 lb up at 8-8-10, and 2071b down and 2301b up at 5-0-6 on top chord. The design/selection of such connection devices) is the responsibility of others. 10) In the LOAD CASES) section, loads applied to the face of the buss are noted as front (F) or back (3). LOAD CASE(S) Standard 1) Regular. Lumber lnaease=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=70, 3A=111(F=41), 4-6=70, 1-6=32(F=12) Concentrated Loads (ib) Vert 3=207F) 0-207O v ro ; •sL�tiarc• 'Os�'70S�oN 1' Job Truss Truss Type cry Ply LEVITY/DUNBAR RESIDENCE 9794 HSC HIP 1 1 10.� Job Reference o bona 8outhem Bulling Products. West Palm Beach,FL 33407, Falls B. 6.200 s Mar 52005 MTek Intlust - Inc Man Sep 11 13:06:00 20M Page 1 41a8 41ae 4x4 = 2" 4x4 = 5.00 12 2 3 11 3x5 = 1x4 II 1x4 II '-'3x5 = as Scale = 1:28.0 LOADING(psf) SPACING 2-0.0 CSI DEFL in goc) gde0 Ud PLATES GRIP TCLL 20.0 Plates Increase. 1.25 TC 0.51 Vertg.L) -0.04 5.6 >999 360 MT20 2441190 TCDL 15.0 Lumber Increase 1.25 BC 0.68 Vert(TL) -0.10 5-6 >999 240 ' BCLL 0.0 Rep Stress Ina NO WS 0.07 HOrz(TL) 0.02 5 rVa nta BCDL 10.0 Code FBC20047rP12002 (Matrix) Wnd(LL) 0.05 7 >999 240 Weight 46Is LUMBER BRACING TOP CHORD 2 X 4 SYP M 14 TOP CHORD Structural woad sheathing directly applied or 6-0.0 oc purlins, except end verticals, BOTCHORD 2X4SYPM14 and 2-0-0oc pudins(6-O-O max): 2-3. WEBS 2 X 4 SYP No.3 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bating. EVI 2 X 6 SYP No.2, EV2 2 X 6 SYP Not REACTIONS (lb/size) 8=81910-8-0, 5=819/0-B-0 Man Harz 8=31 goad rase 6) > Max Uplifts=431 goad rase 3). 5=431 goad rase 4) FORCES (lb)-Maldmum Compression/Maximum T=sicn TOP CHORD 1-2=997/538, 23=-850/529, 3-0=997/537.1-B=575/330, 4-5=-S751330 BOT CHORD 7-8=429/841, 6.7=4331850, 5.6=429/841 WEBS 2-7=74/230, 3-6=74MO NOTES 1) Unbalanced roof live loads have been considered for this design. 2) W rid: ASCE 7-02; 140mph (3-second gust); h=26ft; TCDL=5.Opst,, BCDL=3.Opsf; Category II; Exp B; enclosed: MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent vrdter pending. 4) This truss has been designed for a 10.0list bottom chard live load noncanaarent with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this buss is chosen for quality assurance inspection. 6) Provide mechanical mnnection (by others) of truss to bearing plate capable of Wthstanding 431 Ib uplift at joint 8 and 431 lb uplift alfolnl5. 7) Design assumes 4x2 (flat orientation) pudins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front n or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loatls (pit) Vert 1-2=70, 2-3=70, 3-0=70, 541=75(F=-55) B� W' �yghs�4 r`GENS, ° T6` '1 Jab Toss rn,ss Type Dry Ply LEVITY/DUNBAR RESIDENCE 9794 J46S SPECIAL 5 1 102 � O 2 b Reference pfi 0 auu,nem Buffing rroauas. West Palm BIIW.FL 33407, Felix B. 6.200 s Mar 5 2005 64Tek Ina Ines, Inc. Man Sep 11 13:0.5:59 2006 Page 1 Scale = 1:18.8 1, 5x4 11 244 1 514 11 6i8 2aa 2aa Plate Offsets (X Y). 12.0.7-3 0.2-41 LOADING (pal) SPACING 2-0-0 —L C51 DEFL in (lac) I/tleg Vd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TO 0.15 VerhLL) -0.02 5 >999 360 MT20 2441190 TCDL 75.0 Lumber Increase 1.25 BC 0.30 Vert(TL) -0.05 5 >921 240 BCLL 0.0 Rep Stress Inv YES WB 0.00 Hoa(TL) 0.04 4 Na Na BCDL 10.0 Code FBC2004/1P12002 (Matrix) W1nd(LL) 0.04 . 5 >999 240 Weight 17lb LUMBER TOP CHORD 2 X 4 SYP M 14 DOT CHORD 2 X 4 SYP M 14•ExcepC B2 2 X 4 SYP No.3 WEBS 2X 4 SYP No.3 REACTIONS (lb/su:e) 3=119/Mechanical,6=193Wechanlca1,4=72/Mechanical Max Ham 6=930oad case 3) Max Uplirft -86(load case 3). 6=41(load case 3), 4=280aad case 3) Max Gmv3=119(load case 1), 6=1930oad case 1), 4=84goad case 2) FORCES (lb)-Madmum Compression/Madmum Tension TOP CHORD 1-2=137/15, 2-3=43/39, 1-6=l81g2 BOTCHORD 5-6=73/73,2-5=V22,2-0=0/0 BRACING TOP CHORD Structural wood sheathing directly applied of 448-0 oc pudins, except end verticals. BOTCHORD Rigid calling directly applied or 6-0 do bracing. NOTES 1) Wnd: ASCE 7-02;140mph (3-second gust); h=26fl; TCDL=5.0psf, BCD1,--3.0psf Category 11; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nanconcumenl with any other live loads. 3) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Refer to girder(s) for truss to truss connections. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 861b uplift at joint 3, 41 It, uplift at joint 6 and 28Is uplift at joint 4. LOAD CASE(S) Standard Job rmss Truss Type _Dry Pry LEVITY/DUNBAR RESIDENCE 9794 3x4 — V4 VALLEY 1 1 1 0 3 Jab Reference (optional) Southern Bulling Products, West Palm Beach,FL 33407, Farm B. 6.200 s Mar 52W5 MfTek Intlustries, Inc Mon Sep 11 13:06:00 2006 Page 1 2-0e � 460 2u — _ 2aa scale = 1:7.6 2x4 i a.oa 2X4 Plate Offsets (X YP f242-0Edgel LOADING (psi) SPACING 2-0-0 CSI - DEFL In (too) I/defl Ltd PLATES GRIP _ TCLL 20.0 Plates Increase 1.25 TC 0.07 Vert(LL) Na me 999 MT20 2441190 TCOL 15.0 ' Lumber Increase "5 BC 0.12 VeQTL) Na - Na 999 BCLL 0A Rep Sires. Inv YES INS 0.00 Hoa(TL) 0.00 3 Na Na BCDL 10.0 Code FBC20047P12002 (Matrix) Weight 10lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural mod sheathing direly applied or 4-0.0 oc pu fins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS (Ib/sae) 1=114/4D-0,3=114/40.0 Max Hoa 1=170oad case 6) Max Upliftl=63(load rase 5), 3=630oad case 6) FORCES (lb)-Matdmum Compression/Marimum Tension TOP CHORD 1-2-129/87,2-3=129/e7 BOTCHORD 1---671107 NOTES 1) Unbalanced roof live (cads have been considered for this design. 2) Wind: ASCE 7-98; 140mph (&second gust); h=26ft; TCDL=S.Opsf; SCOL=3.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcvrrent with any other Ne loads. 4) This truss requires plate Inspection per the Tooth Count Method when this buss is chosen for quality assurance Inspection. 5) Gable requires continuous bottom chard bearing. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 631b uplift at joint 1 and 631b uplift at joint 3. LOAD CASE(S) Standard III Job rmss Trvss Type Gry ply LEVIT'UDUNBAR RESIDENCE 9794 V8 VALLEY 1 1 194. Southern Bulling Products, Referenceo lions tlucts, West Palm Beach,FL 33407, Fel4 B. 6.200 s Mar 5 2005 AN7ek Industries, Inc Mon Sep 11 13A690 2006 Pape 1 4oa s¢o 44e 4pe 4x4 = Scale = 1:17.8 5.00 12 2 aX% % 1X4 II 2X4 840 LOADING(ps0 SPACING 2-U-0 CSI OEFL H (Icc) Ifde" L/d PLATES GRIP TCLL 20.0 plates Increase t.25 TC 0.32 Ved(LL) Na - Na 999 MT20 244/190 TCOL 15.0 Lumber Increase 1.25 BC 0.18 Vert(TL) n/a Na 999 BCLL 0.0 Rep Stress Ina YES WS 0.04 Horz(fQ 0.00 3 Na Na BCOL 10.0 - Code FBC2004[rP12002 (Matrix) Weight 24 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 600 oc pudins. BOTCHORD 2X 4 SYP No.3 BOTCHORD Rigid wiling directly applied or 10-0-0cc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS Qb/size) 1=14SM-0-0,3=1461&0.0,4=297/800 Max Horz 1=-Woad case 6) Max Uplifts=102goad rase 5), 3=-1090oad case 6), 4=-119(load case 5) FORCES (lb)- Madmum Compression/Mwdmum Tension TOP CHORD 1-2=53/57, 23=SM7 BOTCHORD 1-4=-125, 34- 125 WEBS 24-215/143 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.98; 140mph (3-second gust); h=26R: TCDL-5.0psf; BCDL=3.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 3) This truss has been designed for a 10,0 psi bottom chord rive load nonconcurrenlwith any other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this buss is chosen for quality assurance inspection. 5) Gable requires continuous bottom chard beading. 6) Provide mechanical connection (by others) of truss to bearing plate capable of Wthstandmg 1021b uplift at joint 1, 109 to uplift at joint 3 and 1191b uplift at joint 4. LOAD CASE(S) Standard strobe W. sy�.g9T ENS'•, t�9 III I Job Truss Truss Type cry Pry LEVITTIDUNBAR RESIDENCE 9794 CJ46S SPECIAL 2 1 6J bR l, 105 05M 2ar 54TekndustnesInc Mon Sep 1113:05:592006 Page 1 E 4x5 = 1.5x4 II 2.54 11 0-114 2-IM 1dt-13 Scale = 1:21.9 LOADING TOLL 20.0 SPACING Platesln,=se 2-M 1.25 CS] DEFL in ow) uden Ud PLATES GRIP TCDL 15.0 Wmberincease 1.25 TC 0.20 SC 0.30 Vert(LL) -0.03 Vert(TL) -0.07 5 >999 360 5 >719 MT20 2441190 BCLL 0.0 BCDL Rep Stress Inc NO WB 0.00 Hoa(TL) 0.03 240 4 Na Na 10.0 Cade FBC2004/1p12002 (Matrix) Wnd(LL) 0.05 . 5 >999 240 Weight 22lb LUMBER TOP CHORD 2 X 4 SYP M 14 BRACING BOT CHORD 2X 4 SYPM 14'Excopt• TOP CHORD SWctural wood sheathing directly applied or 5S9-3 ccpudins. B22 X4SYP No.3 BOTCHORD Rigid selling directlyapplied cr100 cebracing, Except WEDGE 8430 oe bracing: 2-5. Left: 2 X 4 SYP No.3 REACTIONS (Is/size) 3=114/Mechaniml, 4=61/Merhmica1,1=72IMechaniml, 6=414/0-8-11 Max Hoa 1=1630cad case 3) Max UPIift3=98(load case 3), 4=210cad rase 3),1=80(load case 2), 6=267(load case 3) Max Gmv3=114(load case 1), 4=760oad case 2),1=111 goad case 3), 6=4140oad mse 1) FORCES (lb) - Maximum COmpression/Ma�dmum Tension TOP CHORD 1-2=129/0, 2-3=45/33 BOT CHORD 1-6=-48/43, 56=-48/43, 2-5=B3/69, 2-4=0/0 NOTES 1) Wnd; ASCE 7.02; 140mph (&second gust); h=26ft; TCDL=5.Opsf BCDL=3.OpsF Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 2) This Truss has been designed for a 10.0 psf bottom chord live load noncommrrent with any other live loads. 3) This truss requires plate inspection per the Tooth Count Method when this trues is chosen for quality assurance Inspection. 4) Refer to girder(s) for truss to truss connections. 5) Rarer to girder(s) for truss to truss connections. 6) Provide mechanical connec5on (by others) of truss to bearing plate capable of withstanding 98lb uplift at joint 3,21 lb uplift at joint 4, 80lb uplift at joint 1 and 267 Is uplift at joint 6. LOAD CASE(S) Standard 1,pf f f Uba� E}y W. T, of No 5 0W 85 �� If Jeb truss Truss Type Gry Ply LEVITY/DUNBAR RESIDENCE .9794 H96 SPECIAL 1 o2C JbRk ti11 1Oy QQuu aw owm,e riuuus, West Palm Bearn,FL 33407, Felbr B. 6.200 s Mar 52005 MiTek Induebies, Inc, Mon Sep 1113:05:56200fi Page 1 ]-&4 28 4aa 44Pe 2b10 38; 3.54 12 5x8 = 1X4 II 5x8 = 3 4 5 4x4 11 2 17 1 1X4 II 12 1x4 II 2.5x4 = 5.30 FI2 3a 282 4La Scale = 1:42.2 18 6 44 II e = 7 Io Ica N 1x4 II 1 8 2x6 = tx4 II Plate Offsets(XY)� 120.&120.231130.580.281 150-580-2-e1 160-9-00-2-811803.40.1-01 LOADING(psf) SPACING 24)-0 CSI DEFL in (loc) YdeB lid PLATES- GRIP TCLL 20.0 Plates Increase 1.25 TC 0.80 Var(LL) -026 10 >956 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 SC 0.72 Vert(7L) -0.74 10 >332 240 BCLL 0.0 Rep Stress Inv NO WB .0.09 Harz(R) 0.65 8 Ne Na BCOL 10.0 Code FBC2004rP12002 (Matrix) Wnd(LL) 0.45 . 10 -542 240 Weight: 2141b LUmtsEK BRACING TOP CHORD 2 X 6 SYP M 14-Excepr TOP CHORD Structural wood sheathing already applied or G-" oc parties, except end verticals, T2 2 X 4 SYP M 21 and 2-0-0 cc parties (6-0.0 max): 3-5. BOT CHORD 2 X 4 SYP M 14 *Except' BOT CHORD Rigid ceiling directly applied or &11-13 oc bracing. B22 X4 SYP M21, FA12 X 4 SYP No.3, FBI 2 X 4 SYP No.3 WEBS 2 X 4 SYP Nc.3 •Except• EV72 X 5 SYP M 24. EV22 X 6 SYP M 24 REACTIONS 8(Vsize) 12=116210-8-0, 8=1161)0-8-0 Max Harz 12=47(lcad case 4) Max Uplift12=730(1oa l ease 3), 8=730Qaad nse 4) FORCES (lb)- Maximum Compression/Maximum Tension TOP CHORD 1-12=1556/1032,1-2=1610/1046, 2-17=5062/3178, 3-17=5046/3179, 3-4=5349f3345, 4-5=-5349/3345, 5.18=5059/3125, 6-18=5075/3124, 6.7=1639/1033, 7-8-4562/1003 BOT CHORD 2-12=-863/1279, 2-11�3107/4988, 1(-11=3123/5025, 9-10=-3021/5040, 6.9=3005/5003, 6-8=805/1308 WEBS 3.11=1071304, 4-10=153V176.&9 104r305,3.10=363/536,5.10=344/523 NOTES 1) 2-ply truss to be connected together with CAWx3' Nails as follows: Top chords connected as follows: 2X 6-2 rows at 0- 0oc, 2X 4-1 row at 0-9-0 cc. Bottom chards connected as follows: 2 X 4 -1 row at 0.9-0 cc. Webs connected as follows: 2 X 4 -1 row e10-9-0 oc 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (S) face In the LOAD CASE(S) section. Ph/ to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-02; 140mph (3-second gust); h=26R; TCDL=5.0psh BCDLJ.Dpsf; Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 6) Provide adequate drainage to prevent water pending. 6) This truss has been designed for a 10.0 psf bottom chard five load nanconcurent with any other live loads. 7) This Ines requires plate Inspec0cn per the Tooth Count Method when this truss is chosen for quality assurance inspeclian. 8) Bearing at joint(s) 12, 8 considers parallel to grain value using ANSVI PI 1 angle to grain formula. Building designer should verty, capacity of bearing surface. 9) Provide mechanical connection (by others) of new to bearing plate capable of withstanding 730lb uptm at joint 12 and 7301b uplift at Joint 8. 10) Design assumes 42 (flat adentation) purtins at cc spacing Indicated, fastened to mass TC w/ 2-10d naffs. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Incree -17ft Unlforn Loads (plq Vert: 1-2=.70, 2-17=70, 3.17=-96(F--25), 3-5=96(F=-26), 6.18=96(F=26), 6.18=70, &7=70, 2-12=20, 2.11=20, 941=38(1`=18). 69--20, &8=20 gb Truss Truss Type Dry Pry LEVITT/DUNBAR RESIDENCE 794 H116 SPECIAL 1 1 -� 07 Job Reference U 0 south-••• -• • a • •od•••••s, West Faun Ceach,FL aaaor, Fete: B. - 8.200 s Mar 5 2005 MiTek lndustnw, Inc Mon Sep 11 13:05:57 2006 Page l 1ae 48♦ Sb12 17a1 18-142 21Q-0 Z1-tnO YB-p 56/ 14a 1145 1441 1n4 1aa 3.54 12 5x7 = 45 � 5x7 = 5.00 FIT tx4 II Ig 5 6 4x5 4 7 1x4 II 3 8 3x4 = 16 1x4 I I -- — - — 3x4 = 1x4 II 11 5x5 = 5.30 1t I 5x5 = 1x4 II 1x4 II zz.,a-0 1-0a .tan 4.sa I 1aa, I p,sa 3f 16�1 1-0e aan 30.0 t]d9 a-0-1 eaa 1-0e � Scale: 1/4"-J' Plate Offsets KY)- 111'0.2:B0-Z:6j 11244-80,241 f150-0 120-0-81 I780.2-120.2-81 LOADING(psf) SPACING 2-0-0 CSI DEFL In Qoc) I/deg Vd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Veit(LL) -0.13 14-15 >999 350 MT20 2441190 TOOL 15.0 Lumber Increase 7.25 BC 0.44 Ven(TL) -0.31 13-14 >750 240 BCLL 0.0 Rep Stress Ina YES WB 0.73 Horz(TL) 0.23 11 Na n1a BCDL 10.0 Cede FBC20041TPI2002 (Matrix) Wnd(LL) 0.18 . 14 >999 240 Weight 1121b LUmettt TOP CHORD 2X 4SYP M 14 BOT CHORD 2 X 4 SYP M 14 -Except- FAt 2 X 4 SYP No.3, FS1 2 X 4 SYP No.3 WEBS 2 X 4 SYP No.3 REACTIONS Qb/sIze) 16=102fIT-8-0,11=1027/0-8-0 Max Horz 16=59(load rase 5) Max UPIift16=-528Qead nse 3),11=527Qoad case 4) FORCES Qb)-Manmum Compression/Maximum Tension TOP CHORD 1-2=140T79, 23=2513/1378, 3-0=243&1403, 4-5=-2029/1168, &6=-1959/1161 BOT CHORD 1-16=87/143, 1&16=48/81,14-05=1070/2027,13-14=996/1959, 12-13=991k WEBS 2-16=8681505, 2-15=1203/2284, 3-15=28/103, 4-15=2271394, 414=1861170, 9-11=8671492 BRACING TOPCHORD Structural wood sheathing directly applied or 4-4-13 m pudins, except 2-0-0 cc praline (4-1040 max.): 5.6. BOT CHORD Rigid ceiling directly applied or 7-03 cc bracing. 8-9=2512/1329, 9-10=-141178 •1601172. 7-12=224/414, &12=,10/101, &12=1158/22133, NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 140mph (3-secand gust); h=2611; TCOL=5.0psf; BCDL=3.Opsf; Category II; Eqp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water pending. 4) This buss has been designed for a 10.0 psf bottom chord five load nonconamenl with any other live loads. 5) This buss requires plate inspection per the Tooth Count Method when this buss is chosen for quality assurance Inspection. 6) Provide mechanical connection (by others) M buss to bearing plate capable of withstanding 528lb uplift at joint 16 and 527 lb uplift at joint 11. 7) Design assumes 4x2 (gal orientation) pudins at ee spacing Indicated, fastened to truss TC w/ 2-10d nags. LOAD CASE(S) Standard (euNee vv. •wq e''�. . 9 ,ENS�;•tiT�c9 11 Is 794 Hh 13 6 SPECIAL Truss Type I Pry 1 LEVITT/DUNBAR RESIDENCE Job Rt .� 08 pV II 6.2. a Mar 5 2005 m lax industries, Inc Mon Sep 11 13:05:5 22006 Page 1aa aa4 ssa 1ae-o 1a-1nz 21a-q id-0 36d t 13 }lea 5X5 = ae-12 a-H 4x6 = 5.00 F12 4 5 1x4 II i !fM3x44x16 7 3x12 J 2 7 1 �{ 2 q 1 10 5x12 = 3x10 = 7x8 = 3x4 = 12 1x4 II 1X4 II 8 5X5 = II 5.30 12 2X6 II 1x4 II 1x4 II i1Oa 180h 1-0-0 I iMa I 1 11x 1 the a8a aP4 67.12 0.412 i 3iL Scale = 1:50.0 LOADING (psp TCLL SPACING 2-04 CSI DEFL in goo) Udell L/d PLATES GRIP 20.0 TCOL Plates Increase 1.25 TC 0.47 Ven(LL) -0.15 10-11 >999 360 MT20 2441190 15.0 Lumberincrease 1.25 BC 0.67 Ved(TL) -0.5010-11 >468 240 BCLL 0.0 Rep Stress Incr YES VVB 0.81 Hoa(TL) 0.28 8 Na Na BCDL 10.0 Code FBC2004?PI2002 (Mabix) Wnd(LL) 0.1810-11 >999 240 Weight: 117 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 14 TOP CHORD Shuo urel woad sheathing directly applied or 4-1-0 oc punins, except end verticals, BOT CHORD 2 X 4 SYP M 14 -Except- and 2-0-0 oc pudins (S-7-9 max.): 4.5. FA1 2 X 4 SYP No.3, FB1 2 X 4 SYP No.3 BOT CHORD Rigid selling directly applied or 6-8-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS Qb/size) 8=880/0-4-0, 12=1D42/68.0 Max Harz 12=97(load case 5) MaX Uplifta=4026oad case 4),12=445(load rase 4) FORCES Qb)- Maximum Compression/Maximum Tension TOP CHORD 1.2=105/68. 2-3=-2712/1136, 3.4=2886/1216, 4-5=1569/814, 5-8=1719/823, 6-7=2925/1336, 7-8=889/430 BOTCHORD l-l2=51/109,11-12=8B/47, 10.11=619/1458, 9.10=1160f2569, 8-9=1341299 WEBS 2-12=-906/399, 2-11=-990/2518, 3-11=219/195, 4-11=-516/1166, 4-10--62/256, 5-10=82/364, 6-10=10341539, 6.9=15C/446, 7-9--1064/2378 NOTES 1) Unbalanced roof live loads have been considered for this design. _ 2) Wnd: ASCE 7-02; 140mph (3-second gust); h=26ft; TCOL=5.Opsf, BCDL=3.Opsh Category 11; Exp B; enclosed; MVJFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom Chard five load nonconcunent with my other five loads. 5) This truss requires plate Inspection per the Tooth Count Method when this buss is Chosen for quality assurance Inspection. 6) Bearing at joint(s) 8 considers parallel to grain value using ANSIrrP11 angle to grain formula. Building designer should vemy capacity, of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 402lb uplift at)oint 8 and 4451b uplift at joint 12. 8) Design assumes 4x2 (flat orientation) punins at oc spacing indicated, fastened to buss TO w/ 2-1 Od nails. LOAD CASES) Standard Jab TM. Truss Type Oty Fly LEVITT/IE! RESIDENCE 9794 125 SPECIAL 6 1 cWestJob Ref (pu n 109 ---_._... __....._ ..___�., tee,,,, o.e�, r�.,avw, rein B. 6.200 s Mar 52005 hbTek Indusfnes, Inc Mon Sep 11 13:,,634 2006 Page 1 t Jld •-a-1 11ad t&1-12 2180 tau sa4 sa.tz 4x8 MT20H= Scale = 1:55.7 5.00 12 4 3x4 i 3 4x16 G W4 2 1 3x4 5 3X12 1 6 0 9 3x4 = 5x14 = 4x8 = 5x12 = 11 1x4 II tx4 II 7 5x5 = 5.3dI211 1x4 II 2.5x4 II 140,it a x4 Uu 1 11s 1 1 t12 I— rc.pl x4 I( 14 caa 344 6412 6 12 e-44 LOADING PI) SPACING 2-40 CSI DEFL in Qoc) Vdetl L/d PLATES GRIPTCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) -0.14 8-9 >999 360 MT20 244M90 TCDL 15.0 Lumberincrease 1.25 BC 0.65 Vert(TL) -0.43 8-9 >546 240 MT20H 187/143 I BCLL 0.0 Rep Stress Ina YES W3 0.90 Hcm(TL) 0.33 7 We n1a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) 4Nnd(LL) 0.23 9-10 >999 240 Weight 1161h LUMBER BRACING TOP CHORD 2 X 4 SYP M 14 TOP CHORD Structural wood sheathing directly applied pro.1-1 cc pudins, except end verticals. BOT CHORD 2X45YP -Except' BOTCHORD Rigid calling directly applied or&5-15 oc bracing. FA12X4 SYP NNo.o.3, FB72X 4SYP No.3 WEBS 1Raw at mldpl 5-9WEBS 2X4SYP No.3 REACTIONS Qb/size) 7=880/0-40, 11=1042/0.&0 Max Harz 11=19500ad case 6) Max Uplift7=-078Qoad case 6). 11=5780aad cow 5) FORCES (lb)- Maximum CompressiaNMatdmum Tension TOP CHORD 1-2=105/54, 2-3=2786/1680, 3-0=149M26, 45=1489/766, 6-6=3027/1611, &7= 887/491 BOT CHORD 1-11=-35/95, 10.11=-111/l45, 9-10=16072465, 8.9=1412/2663, 7-8=.125/266 WEBS 2-11=842/537, 2-10=15372607, 3-10=162/431, 39=116311024, 49=193/597, &9=135211007, &8=167/532, 6-8=13252517 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 140mph (&secand gust); h=26ft; TCDL=S.Opsf, BCDL=3.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate line DOL=1.33. 3) This buss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Beading at joints) 7 considers parallel to grain value using ANSITTPI 1 angle to grain formula. Building designer should venfy, capacity of bearing surface. 7) Provide mechanical connection (by others) of buss to beading plate capable of withstanding 4791b uplift aljoint 7 and 578 to uplift at joint 11. LOAD CASE(S) Standard :N W. Wq ,%, •. 9T �GENS�;•.� t�9 5 85 = ST 00 21 Job Tmss Truss Type ary Pry LEVITT/DUNBAR RESIDENCE 9794 HH16S SPECIAL 1 1 J bR fe 'a ph 11 1 1 0 - -- -----. --•. an„ �.__..... ar,w, rna u. 6200 a Mar 5 2p05 Minsk Intluslnes. Inc Man Sep 11 1305.532006 Page 1 1dL 48-9 10&7 1&10.10 21a-a 1aa sa4 6.1.1 s.1.3 5x5 = a7a 5.00 F12 3x4 = v I� 3x4 =11 5x14 = 4x8 = 5X6 = va-a 1X4 11 7 ,.2a,ctpo5axa5=yg§,11 f—taya I tat,a �5lc4 IIx,X4 SCale = 1:70.3 LOADING(psf) TCLL 20.0 SPACING 2-0.0 Plates Increase 1.25 CSI DEFL In (loc) Ydeg Ltd PLATES GRIP GRIP TCOL 15.0 Lumber Increase 125 TC 0.31 BC 0.55 Ved(LL) -0.11 9-10 >999 3W MT20 0 BCLL 0.0 Rep Stress Ina YES WE 0.83 Ven(rL) Horz(TL) -0.33 9-10 >712 240 0.18 7 n/a n/a BCDL 10.0 Code FBC20047rP12002 (Matrix) W1nd(LL) 0.18 9.10 >999 240 Weight: 1391b LUMBER TOP CHORD 2 X 4 SYP M 14 BRACING SOT CHORD 2 X 4 SYP M 14'Fxcepl' TOP CHORD Structural mod sheathing directly applied or 4-4-1 cc pulns, except end verticals, FAt 2 X 4 SYP No.3, FB1 2 X 4 SYP Nc.3 and 24-0 cc purins (6-0-0maz.): 66. WEBS 2 X 4 SYP Na.3 BOT CHORD Rigid ceiling directly applied or 5-8.0 as bracing. WEBS 1 Row at mitlpt 6.7 JOINTS 1BMW at A(s):6 REACTIONS (lb/size) 7=880jG40.11=1042/0.6-0 Max HOM 11=390goad case 3) Max UP107=524(Iead cave 3). 11=-376goad =a 3) FORCES (lb)-Madmum CompressicNMa,dmum Tension TOP CHORD 1-2=404/59, 2-3=1! 76/1472, 3 1- JS /630, 45=15707787, 5-6=-422234, 6-7=859/522 BOTCHORD 1-11=37/96,10-11=363)0,910=1589/2419,8-9-321/542,7A=8/43 WEBS 2-11=849/467, 2-10=1328/2595, 3-10=281/421, 3-9=-10631817, 4-9=-465/351, 5-9--648/l l53, 5A=6361457, 6.o=462i$45 NOTES 1) Wind: ASCE 7.02; 140mph (3-second gust); h=26ft; TCDL=5.Opsh BCDLr3.Opst,, Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate gdp DOL=1.33. 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psf bottom chard live load noncomamenl with any other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 5) Bearing aljoint(s) 7 mnsiders parallel to grain value using ANSVI-Pl 1 angle to grain formula. Building designer should verify capacity orbearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 524Ib uplift atjolnt 7 and 376 Its uplift aljoinl 11. 7) Design assumes 4x2 (gat orientation) purlins at" spacing Indicated, fastened to truss TC w12-10d nails. LOAD CASE(S) Standard Job Truss Truss Type Dry Pry LEVITT/DUNBAR RESIDENCE 9794 T4 COMMON p y yy -I ,5 Ih B P JbRf (PL Il 1 1 . __._, ..__,,,.,,,,,,tea,.,,, ..,.,,,,, rcnx B. - 5.200 a Mar 5 2005 MRek Industnes, Inc Mon Sep 11 1115:51211 Page l M 14 1a-0 7-0 13-7a 214ia 1-1-0 6IA 5.141 4X7 = 7-11-0 5,0() FIT 4 9 8 7 6 3X47� 5x7 = 3x8 = zta.e 2x6 11 &�a 1Z x4 II e-fa &fa 7.114 044 Scale = 1:59.9 LOADING(psf) TCLL 20.0 SPACING rare 2-0-0 7.25 C51 DEFL In 0.) Vdee Lid PLATES GRIP TCDL 15.0 Lumber lnaease 1.25 TC a59 BC 0.34 Vert(LL) -0.06 Vert(TL) .0.14 6.7 -999 360 6-7 -999 240 MT20 2441190 BCLL 0.0 Rep Stress lna YES WB 0.45 Hom(TL) -0.01 tU nJa Na BCDL 70.0 Cotle FBC20047(PI2002 (Matrix) Wtnd(LL) 0.05 - 7-8 -999 240 Weight: 116 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP M 14 GOT CHORD 2 X 4 SYP M 14 TOP CHORD Structural woad sheathing directly applied or 5-11-14 oc pudins, except end WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 BOT CHORD verticals Rigid ceiling directly applied or 10-D-0 oc bracing, Except: B-1-5 no bracing: 7-8. REACTIONS (ib/size) 9=1014/0.8.0, 10=896/Merhanicd Max Harz 9=303(Ioad ease 5) Met Uplift9=57900ad rase 5). 10=-9510oad rase 6) FORCES Qb)- Mmdmum Compression/Mexdmum Tension TOP CHORD 1-2=.250/110, 2-3=13707740, 3.4=903/493, 4.5=933/522, &10=0/150, 5.10=A05/457 GOT CHORD 1-9=-143/274, 8-9=446/274, 7-8=823/1187, 8.7=126/142 WEBS 2-9=892(645, 2-8=3821920, M-0 3/142, a7=528/479, 4-7=,58/286, 5.7=-388/676 NOTES 1) Unbalanced mof live loads have been considered for this design. 2) Wnd: ASCE 7-98: 140mph (3-second gust); h=25ft; TCDL=5.0psf BCDL=3.0psf; Category II; Ezp B; enclosed; MWFRS gable end zone, Lumber DOL=1.33 plate grip DOL=1.33. 3) This Wss has been designed for a 10.0 psf bottom chord live load nonconaarent with any other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this Wss is chosen for quality assurance Inspection. 5) Refer to girders) for truss to buss connections. 6) Provide mechanical connection (by others) of Wss to bearing plate capable or withstanding 5791b uplift at joint 9 and 451 Ib uplift at joint 10. LOAD CASE(S) Standard 111111j", W. W. %/ E NSF 9T�9 11 .J Job Truss Tuss Type Ory Ply LEVITY/DUNBAR RESIDENCE 9794 T4S SPECIAL 2 1 112 Soumem eulUng Products, West Palm beaCh,F1.3N07. Felix B. Jab Reference a tional 6.200 s Mar 5 20p5 NuTek Ndustiles, Inc Mbn Sap 11 13:05:52 2006 Page 1 1.4.a 7d 1174 96a 21$8 tso &1d &tA 4X6 = a-sa zaa 5.00 12 4 ro 14 0 Scale = 1:60.6 13 12 11 3x4 L" 4x4 = 3X4 = 10a 7Sa 1i'ro tLO X4 II btd &1-e o+p Plate OBsets(XY)' 1963-00-2-01 10 3x8 = tsaa SSa 9 8 1.5x4 II 5X6 ij 11.08 12 zo- 3wai 1-1-0 1-58 LOADING(psf) TCLL 20.0 SPACING %0 Plates Increase 125 CSI TC DEFL in Qoc) Well Ud PLATES GRIP " TCDL 15.0 Lumber lnaease 1.25 0.31 BC 0.28 Ved(LL) -0.03 10-12 -999 360 MT20 244/190 SCLL 0.0 Rep Stress Ina YES VJB 0.45 Ver((TL)-0.1010.12 Hoa(TL) 0.02 >999 7 n/a 240 We BCDL 10.0 Code FBC2004/PPI2002 (Matr&) VNnd(LL) 0.0410-12 >999 240 Weight 123Ill LUMBER TOP CHORD 2 X 4 SYP M 14 BRACING BOT CHORD 2 X 4 SYP M 14 TOP CHORD Structural wood sheathing directly applied or &11-5 ee pudins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 9.11-9 oc bracing. REACTIONS (lb/size) 7=899/Mechanical, 13=1027/0430 Max HOM 13=192(load case 5) Max UPIA7=367(load wse 4),13=4690owl case 3) FORCES (ib)-Maximum Compression/Maldmum Tension TOP CHORD 1-2=238/76, 2-3=1401/552, 34=921/421, 4.5=-90//427, 5�6=555/239, &7=-820r147 SOT CHORD 1-13=95260, 12-13=24a260, 11-12=545/1218, 10-11=54511218, 9.10=2361585, &g=.304f723, 7A=-11/29 WEBS 2-13=908/492, 2-12=330/965, 3-12=-5/150, 3-10=-537/310, 4-10=70/319, F-la=90266, &9=374/215, 5-8=181/67, 6.8=296/727 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7-02; 140mph (3-second gust); h-26ft; TCDL-S,Opsf; BCDL=3.Opsh Category II; Fxp B; enclosed; MWFRS gable end zone; cantilever left exposed ; Lumber DOL=1.33 plate grip DOL=1.33. 3) This trues has been designed for a 10.0 pat bo0om chord live load noncenament with any other live loads. 4) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Refer to girder(s) for truss to buss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 367 lb uplift at joint 7 and 46911, uplift at joint 13: LOAD CASE(S) Standard Job Truss Truss Type Dry Ply LEVITY/DUNBAR RESIDENCE 9794 MV11 VALLEY 1 1 113 Southern Builing Pmtluas, West Palm Bearh,FL 33407, FeILn B. Job Reference a 4pna 6.200 s Mar 5 2005 M7ek IntlusMes, Inn Mon Sep 11 13:05:52 2006 papa 1 114-10 11-2-10 2x6 I Scale = 1:39.2 3 3x4 5 4 1x4111 2X4 II LOADING(psQ SPACING 2-0 CSI DEFL in Qoc) Well Lyd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC O.68 Vert(LL) Na - Na 999 MT20 2441190 TCDL 15.0 Lumberincrease 125 BC 0.29 Vert(TL) Na Na 999 BCLL 0.0 _ Rep Stress Incr YES WB 0.14 HOM(TL) 0.00 4 Na Na SCOL 10.0 Code FBC2004/TP12D02 (Matrix) Weight: 421b LUMBER BRACING CHORD 2 X 4 SYP No.3 TOP CHORD Structure] wood sheathing direly u applied ar 6-0-0 cc BOTCHORD 2X4 SYP No.3 BOTCHORD Rigid coiling directly applied or 10-0-0 oe bmang. p dins, except end verticals. WEBS 2X4 SYP No.3 OTHERS 2 X 4 GYP No.3 REACTIONS (Ib/size) 1=162M1-2-10,4=Z"11-2-10,5=536/11-2-10 Max Horz 1=322Qoad case 5) Man Uplift4=186Qcad rase 5), 5=-426(lcad o e 5) FORCES (lb) -Maximum Compre ipNMaximum Tension TOP CHORD 1-2=25828, 2-3=131/26, 3.4=174/197 0OTCHORD 1-5=36/44,4-5=36/44 WEBS 2-5=A13/456 NOTES 1) Wind: ASCE 7-98; 140mph (3-second gust); h=26ft TCDL-5.Opsf, SCDL=3.0psf; Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chonl live load nonconcumenl with any other live loads. 3) This truss requires plate inspection per the Tooth Count Method when this truss Is chosen for quality assurance Inspection. 4) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection (by others) oftruss to bearing plate capable of withstanding 166 Is uplift aljoinl4 and 425lb uplift aljoint 5. LOAD CASE(S) Standard Job russ Truss Typa city Pry LEVITT/DUNBAR RESIDENCE 979411E HIP 1 1 114 Job R f ti II ��.th_...,..ifi„�a�P—du�=.W— est Palm eeacn,rc 33407. Peux W. 6.200 s Mar 5 2005 MITek Industries, Inc Mon Sep 11 13:05:51 2005 Papa 1 te4 6b12 11-7d 15 21E8 tsa s1-u s1-12 4x6 = inn aoo 5x5 = Scale = 1:55.9 5.00 � 4 5 9 8 7 3x4 sea 5x8 = 5x7 = Ina ""' — 10ad sna o4a LOADING(psf) SPACING 2-0.0 Cat DEFL In Q.) I/den Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.90 Vert(LL) .-0.15 &9 s999 360 MT20 2441190 TCOL 15.0 Lumberincrease 1.25 BC 0.56 Vert( -) -0.38 8-9 >619 240 BCLL 0.0 Rep Stress Ina YES We 0.81 Herz(rQ 0.03 10 We n/a BCDL 10.0 Cade FBC20041TPI2002 (Matrix) W1nd(LL) 0.04 . 8 "99 240 Weight 1171b LUMBER BRACING TOP CHORD 2 X 4 SYP M 14 TOP CHORD Structural wood sheathing directly applied of 6- 0 oc pudins, except end verticals, BOT CHORD 2 X 4 SYP M 14 and 2-0-0 cc pudins (6-0-0 max.): 4-5. WEBS 2 X 4 SYP Ne.3 BOT CHORD Rigid ceiling directly applied or 9-2-1 cc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 9=101410-8-0. 10=896/Mechanical Max Horz 9=181(Iead as 5) Max Uplift9-4419cad rase 3). 10=4259oad case 4) FORCES (lb) -Maximum Compression/Maxmum Tension TOP CHORD 1-2=472/0, 2-3=-454/130, 34=1063/528, 45=914/536, 5-6=2VM25, 7-10=26W633, 6.10-253/172 BOT CHORD 1-9=16/395, 8-9=637/1163, 7-8=3491711 WEBS 2-9=262/259, 3-9=1003/538, 34i-28B/267, 4-8=-4/173, &8=128/402, 5-7=-806/426 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) WSnd: ASCE 7-02; 140mph (&second gust); h=26ft; TCDL=S.Opsf; BCDL=3.Opsf, Category II; Exp B; endosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provde adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other rive loads. 5) This buss requires plate inspection per the Tooth Count Method when this Wss is chosen for quality assurance inspection. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 44111, uplift at joint 9 and 425lb uplift at joint 10. 8) Design assumes 42 (gat orientation) pudins at cc spacing indicated, fastened to truss TO w/ 2-10d nails. LOAD CASE(S) Standard ,�4e e f e upon ON w, . yyg9T \?GENBF F9 31 •J Job Truss _ Truss Type Oty Ply LEVITY/DUNBn RESIDENCE W714 H9E HIP Jab Reference o done Sauthem flailing Products, West Palm Bearth,FL 33407, Felu B. 6.200 s Mar 5 2005 MTek Industres, Inc Man Sep 1113:05:502006 Page 1 lea 1 55-12 9.74 i 17 21 lea a1-12 a142 5X10 MT2OH= 7.114 4a0 4X7 = 5.00 12 4 5 r, 3X4 =10 l-U4 = 1-001 18� 04.0 9 8 7 5X5 = 3X8 = 1.5X4 11 a.7d 17 a 1 2tc-s a3-0 7.114 (pa Scale = 1:53.8 Plate OBsets(XYI. 110.0.00.0.151 f40-G80-201 f50-0-062-4) j90-2-80.3-01 LOADING (psp SPACING 2-0.0 CSI DEFL in Qoc) Udell Ud PLATES GRIP TCLL 20.0 Plates Increase 125 TC 0.48 Vert(LL) -0.07 9-10 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0A1 Ven(TL) -0.19 9-10 >999 240- MT20H 1871143 BCLL 0.0 Rep Stress Ina YES WS 0.45 HOrz(TL) 0.02 11 We n/a BCDL 10.0 Code FBC2004TrP12002 (Matrix) W1nd(LL) 0.04 . 8.9 >999 240 Weight 117 to LUMBER BRACING TOP CHORD 2X 4 SYP M 14 TOPCHORD Structural wood sheathing directly applied ar5-11-0oc pudins, exceptendverumis, BOT CHORD 2 X 4 SYP M 14 and 2-00 ae pudins (6-0-0 max): 4.5. WEBS 2 X 4 SYP No.3 BOTCHORD Rigid ceiling directly applied or 6-0-o oc bracing. OTHERS 2 X 4 SYP No.3 WEBS 1 Row at midpt 48 REACTIONS (Ib/size) 10=1014/080,11=896/Mechanical Max Harz10=169(load lase 5) Max UPlift10=476(load rase 3), 11=481Qoad case 4) FORCES (Ib)- Maximum Compression/MaAmum Tension TOP CHORD 1-2=306/13, 2-3=310/134, 34=12201678, 4-5=-709/476, 5-6=783/455, 7-11=0/37, 6-11=879/489 BOTCHORD 1-10=-251261,9-10=66011123.8-9=610/1100,7-8=66/41 WEBS 2-10=267f243, 3.10=1 W4/567, 3-9=3e/149, 4.9=19/322, "=-477243, 5-8=-224238, 6.8=543`934 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) NWnd: ASCE 7-02; 140mph (&second gust); h=2611; TCOL=5.Opsf, SCOL-3.Opst, Category 11; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord Ilve load nonconcurrent with any other live loads. 5) All plates are MT20 plates unless otherwise Indicated. 6) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 7) Refer to girders) for truss to truss connections. 8) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 476lb uplift atjoinl 10 and 481 Ib uplift at joint 11. 9) Design assumes 4x2 (flat orientation) pudins at cc spacing indicated, fastened to truss TC w/ 2-1 Did nails. LOAD CASE(S) Standard Job Truss Trv65 Type Dry Py LEVITY/DUNBAR RESIDENCE 9794 T3 SPECIAL 1 J hRf ( 5 n 116 ------ Suitin_•r-- -- West Pan, oeaui,r�a.wo,, renx a. - -- 6.200 s Mar 52005 Mrrek lndusbres, Inc Man Sep1113:05:4, 2006 Pagel 1+e S9a 10.2L 12d 1968 21i 1d4 a5a 650 4x4 = 2a-a 6.100 2d 5.OD 12 4 5x7 = 3x4 =11 10 9 8 1Zi 4 = 5x8 = 3x8 = 1.5x4 11 too a.taa 040 Scale = 1:53.3 4x7 = 7x4 = 1n � m o ro �la i roe zoo Plate Offsets(XY), 11:0-0-0 00.15116'0400-2-01 [10.0.3.120301 LOADING(psf) SPACING 2-0-0 CSI DEFL in 0.) I/deFl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC e39 Verl(LL) -0.10 9.10 >999 360 MT20 2441190 TCDL 15.0 Lumberinaease 1.25 Be 0150 Vert(TL) -0.29 9-10 >810 240 BCLL 0.0 Rep Stress Ina YES We 0.89 Horz(TL) 0.03 12 Na Na BCDL 10.0 Cade FBC2D04/TPI2W2 (Malik) Wnd(LL) 0.05 B-10 >999 240 Weight 11911, TOP CHORD 2 X 4 SYP M 14 BOT CHORD 2X 4 SYP M 14 WEBS 2X 4SYP No.3 OTHERS 2 x 4 SYP No.3 REACTIONS (lb/size) 11=1014/0-8-0, 12=896/Mechanical BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals, and 2-0.0 oc pudins (6-0 0 max): 5-6. BOTCHORD Rigid ceiling directly applied or 6.0-0ac bracing. Max Harz11=2570oad case 5) Max UPIIft11=540(load case 5). 13-5220oad case 6) FORCES 01b)- Madmum Compresson/Madmum Tensian TOP CHORD 1.2=.30510, 2-3-305/148, 34=1165/590, 45=1141/602, 5L=5W1328, 6.7=519284, &12=135/0, 7-12=969/505 BOT CHORD 1-11=7/258, 10.11=764/1160, &10=-709/1297, 8-9=-77/41 WEBS 2-11=-244/303, 3-11=11251582, 3-1 =2071314, 4-10=349/642, &10=498/447, 5-9=886/4B8, 6.9=2751306, 7-9=574/1045 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 140mph (3�sacond gust); h-26ft: TCDL=S.0psh BCDL=3.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate dralnage to prevent water panding. 4) This tross has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this buss is chosen far quality assurance inspection. 6) Refer to girder(s) for buss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5401b uplift at]cIn111 and 522 lb uplift at)oint 12. 8) Design assumes 02 (Flat orientation) pudins at oc spadng indicated, fastened to buss TC w/ 2-10d nails. LOAD CASES) Standard 0111 Job Trans Tmss Typa cry Ply LEVITTIDUNBAR RESIDENCE 9794' T2 SPECIAL 1 1 117 ,S th B II g P tl cts W t p B =,FL 33407, F I B 6.200 s Mar 52005 MTek Indusines, Ina Mon SeP 11 13:05:49 2006 Pagel Ina 5-ea toza 1q-de 21Ad Ina aw asa asd e-1da 4x5 = Scale = 1:53.3 5.00 12 q 3x4 = 4x6 i 5X12 — 6x6 II 3 5 6 1x4 II 3 W5 En 2 0 1 O to 3x4=10 9 8 7 14 = 5x8 = 1x4 II 5x5 = taa H 104a 1a8-0 i 21 8 14L 8-10O 4bd 6-10,0 ono Plate Offsets(XY): r1:0-0-00.0.151 f90.400301 LOADING (psi) SPACING 2-0-0 CSI DEFL in (lac) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.64 Van(LL) -0.10 9-10 >999 360 MT20 2441190 TCDL 15.0 Lumberincrease 1.25 BC 0.47 Vert(TL) -0.28 9.10 >847 240 BCLL 0.0 Rep Stress lncr YES WB 0.51 - Hoa(TL) 0.04 11 Na Na BCDL 10.0 Code FBC20041TPI2002 (Matrix) Wind(LL) 0.08 . 8-9 >999 240 Weight 113lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 14 TOP CHORD Structural woad sheathing directly applied Or 6-0-0 oa pudins, except end verticals, BOTCHORD 2 X 4 SYPM 14 and 2-" cc pudins(60.G max.): 5-6. WEBS 2 X 4 SYP No.3 BOTCHORD Rigid ceiling directly applied or 7-10.9 oc bracing. OTHERS 2 X 4 SYP No.3 WEBS 1 Raw at midpt 5-7 JOINTS 1 Brace a! Jt(s): 6 REACTIONS (Ib/size) 10=1014/0-8-0,11=BBB/Meciteniral Max Harz 10=252(lead case 5) Max Uplift1D=540(load rase 5),11=-5216.d case 6) FORCES (Ib)-Madmum CompressicNMaxlmum Tension TOP CHORD 1-2=-370N, 2-3=360/139, 3-0=1159/605, 4.5=1164/583, 5b=139/90, 7-11=300r46, &ll1 237218 BOTCHORD 1-10=2IJ09,9.lo=761/1151,&g=-865)1553,7-8=-86211557 WEBS 2-10=-241/310, 3-10=1083/593, 3-9=211/305, 4-9=234/530, 5.9=630/471, 5.8=o/176, &7=-1527/835 NOTES 1) Unbalanced mof live loads have been considered for this design. 2) Wnd: ASCE 7-98; 140mph (3-second gust); h=26ft; TCDL=5.Opst BCDL=3.Opsi; Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psi bottom chard live load nonconcvmenl with any other live loads. 5) This Truss requires plate inspection per the Tooth Count Method when this puss is chosen for quality assurance inspection. 6) Refer to girder(s) for truss to buss connections. 7) Provide mechanical connection (by others) of "as to bearing plate capable of withstanding 5401b uplift at joint 10 and 521 Ib uplift aljoint 11. 8) Design assumes 42 (gat orientation) pudins at cc spacing indicated, fastened to Luse TC w/ 2-10d nails. LOAD CASE(S) Standard EN W. lyg9 s®f 'IN t° GEN&, ,- t ti: 9 11 Job TN99 Truss Type Oty ply LEVITY/DUNBAR RESIDENCE 9794 :. Ti SPECIAL 1 1 -� 8 Southern During RMducm, west Haim BeRa.FL �07, Feicr e. Job R f p5 11 6200 s Mar 5 2005 hLTek Ndustnes, No. Mon Sep 11 73:05:48 2006 Page 1 ta-0 SSe 10.2-0 19-68 2144 lie IS-e 1-5-0 aaa 0.1pa ' 4x7 = Scale = 1:53.3 5.00 12 4 3x4 =10 9 8 12 7 1A4 — 5X9 = 1x4 II 5x6 = 144 10-2a 1E&9 1&60 v44 1-0d &1aa 868 2H 2-14 o4a Plate Offsets (X Y1: H:Q0.0 0-Q151 19'0-3-0 0.3-01 LOADING(psQ SPACING 2-0-0 CSI DEFL In poc) Well Lrd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.97 Vert(LL) -0.10 9-10 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.57 Vert(FL) -0.26 9-10 >902 240 BCLL 0.0 Rep Stress Inv NO WB 0.82 Horz(TL) 0.03 11 Na n/a BCOL 10.0 Code FBC2004/TPI2002 (Maul» Wnd(LL) 0.10 .8.9 >999 240 Weight 1091b LUMBER BRACING TOP CHORD 2X 4SYP M 14 BOT CHORD 2 X 4 SYP M 14 TOP CHORD SWctumlwoodsheathingdimdlyapplledor F0.0oepudlns, ezceptendvergcals, WEBS 2X 4 SYP No.3 and 240-0 oc, pur ins (6-Q0 max.): 5-6. OTHERS 2 X 4 SYP No.3 BOTCHORD Rigid ceiling directly applied or 6-74 oc bracing. JOINTS 1 Brace at Jt(s): 6 REACTIONS (Ib/size) 10=1032/0-8.0, 11=1097lMechanical Max Hare 10=2170ozd case 5) Max Uplift10=5560oad case 5), 11=Wlload case 6) FORCES (Its)- Madmum ComPressiaVMadmunr Tension TOP CHORD 1-2--355/7, 2-3=353/155, 3.4=1220/662, 45=1255/616, 5-6=174/108, 7-11=525/940, Q71=126/120 BOT CHORD 1-10=21/301, 9-10=-745/1171, 8-9=1171/2017, 8.12=1170/2029, 7-12=1170/2029 WEBS 2-10=264/319, 3-10=1097/802, 3.9=184/279, 49=181/516, rag=978f738, M=-4/248, 5-7=1994/1153 NOTES 1) Unbalanced mof live loads have been considered for this design. 2) Wind: ASCE 7-98; 140mph (3-second gust); h=25ft; TCDL=5.Opsf; BCDL=3.0psf: Category II; Exp B; endorsed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water pointing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this Wss is chosen for quality assurance inspection. 6) Refer to glyder(s) for truss to hose connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5561b uplift at joint 10 and 646Ib uplift at joint 11. 8) Design assumes 4x2 (flat orientation) pudins at oc spacing indicated, fastened to buss TC w/ 2-10d nails. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 220 lb down and 143 fib up at 19-M on bottom chord. The designiselectfpn of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Imaease=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert 14=-70, 45=70, Q5=40, 1-7=20 Concentrated Loads (Ib) Vert 12=220(F7 N, Job Tn155 Truss Type Dry Ply LEV 111'D NB: RESIDENCE 9794 FG2 SPECIAL 1 ^'f 119 ZSaudhem owing vooducts, West Palm Searh,FL 33407. Febu B. 6.200 s Mar 520051v1i fek Intlustnes, lnc Man Sep 11 13:0.5;53 2006 Pana 1 0. 14 8x8 = 2x4 II 0.74 4.74 - 474 4 14 ' 4x9 = 7x6 = 5x6 = 8x8 = Scale = 1:49.7 V 1 W 5 W //W7 la RIP W V 12 11 10 9 8 C3 o 9 o Z. ro I 13 3x8 — 8x12 = 7x8 MT20H= 6x9 = 7x8 = 3x8 = 0.841 4115 1y114 18d4 zsa14 4514 0.7-1 0.74 474 4814 Plate Offsets fX YI: 14.0-3-0 0-4-B1 18038 03-81 1100-4-0 0481 LOADING(psf) SPACING 1-0-0 CSI DEFL in Qoc) Well Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.87 Vert(LL) -0.15 9-10 >999 360 MT20 2441190 TCDL 15.0 Lumber increase 1.25 BC 0.83 Ven(rL) -0.42 9-10 >654 240 MT20H 1871143 BCLL 0.0 Rep Stress Inv NO WB 1.00 Hocr(TL) 0.15 13 Na Na BCDL 10.0 Code FBC2004/rP12002 (MaW4 Wnd(LL) 0,27 910 >999 240 Weight 396lb LUMBER BRACING TOP CHORD 2 X 6 SYP M 14 TOP CHORD 2-0-0 Oc puriins (5-0-4 max.): 1-6, except end verticals. BOT CHORD 2 X 6 SYP M 14 BOT CHORD Rigid miring directly appried or 6-6-11 0o bracing. WEBS 2 X 4 SYP No3'Except' WEBS 1 Raw at midpt 3-11 EV12 Xfi SYP M 14, EV22 Xfi SYP M 14. V412 X 4 SYP M 14, W92 X 4 SYP M 14 JOINTS 1 Brace at Jl(s): 1.6 REACTIONS Qb/size) 12=10929/Mechanicel, 13=10929/0.6-8 Max Upliftl2=7128paad Mae 3), 13=71280=d case 3) FORCES (lb)- Msdmum Compression/Maximum Tension TOP CHORD 1-12=9811/6417, 1-2=897l/5851, 2-3=-8971I5851, 34=13417/8750, 4-5=13417/8750, 5-6 987/5861, 7-13=1092917128, &7=9823/6425 BOTCHORD 11-12=.274/420,10-11=8772113449,9.10=8772/13449,8-9=5861/8987,7-6=280/430 WEBS 1-11=7915/12138, 2-11=2171/1462, 311=-6298/4110, 3.10=1337M114, 3-9=35/31, 4-9=2257/1514, 5-9=1063/6232, SE=6581/4338, 8-8=7922/12146 NOTES 1) 2-ply buss to be conneced together with 0.131'x3' Nails as follows: TOP chards contacted es follows: 2 X 6 - 2 rows at 0-9-0 oc Bottom chords connected as follows: 2 X 6 - 2 taws at 0-9-0 oc. Webs connected as follows: 2 X 4- 1 now at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to disldbute only loads noted as (F) Or (B), unless otherwise Indicated. I 3) Wtnd: ASCE 7-02; 140mph (3-second gust); h=26ft; TCDL=S.Opsf; BCDL=3.Opsf; Category II; Exp B; enclosed; MWFRS gable and zone; Lumber DOL=1.33 plate grip DOL-1.33. 4) Provide adequate drainage to prevent water pending. 5) This buss has been designed for a 10.0 pat bottom chard live load nanconwnent with any other live loads. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss requires plate Inspection per the Tooth Count Method when this buss is chosen for quality assurance inspection. 8) Refer to girder(s) for truss to buss conneadons. 9) Beading at joint(s) 13 considers parallel to grain value using ANSIrTPl 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 71281b uplift at joint 12 and 71281b upl"dt at joint 13. 11) Design assumes 4x2 (Flat orientation) pudins at no spacing indicated, fastened to truss TC w/ 2-1 Od nails. LOAD CASE(S) Standard 1) Regular. Lumber lnuease=1.25, Plate Inuease=1Z5 Uniform Loads (pit) Vert 1-6=499(F=464), 7-12= 460(F=-450) t,euaaul,�� ON W. W4f",a ifll Jab Truss Truss Type Dry Ply LEVITY/DUNBAR SIDENCE RE 9794 MG1 MONO TRUSS 1 1 120 eR f au n ---iii-i-----n_P.uars, West rams ceam,r�aaauq rein o. 6.200 a Mar 5200.5 MITek IndusNes, Inc. Man Sep 1173054, 2008 Papal iX4 II 28 Scale = 1:14.4 LOADING(psq TCLL 20.0 SPACING 24)-0 CSI DEFL In Qac) Vdeg Ud PLATES GRIP TCLL 15.0 Plates Increase 725 TC 0.75 Vert(LL) -0.00 3-4 >999 380 MT20 244M90 Lumber Increase 1.25 BC 0.ifi I Vert(TQ -0.01 3< >999 240 BCLL 0.0 Rep Stress Inv NO WB 0.03 Hoa(TL) 0.00 Na Na BCOL 10.0 Code FBC2004frP12002 (Matrix) W1nd(LL) 0.00 3-0 >999 240 Weight 13Ib LUMBER TOP CHORD 2 X 4 SYP M 14 SOT CHORD 2X 6 SYP M 14 WEBS, 2X 4SYP No.3 REACTIONS (lb/size) 4=71610-7-0, 3=216/Merhanical Max Harz 4=700oad rase 5) Max UPIR4=432(load case 5), 3=175(load case 5) FORCES (1b) - Maximum Compression/Ma imum Tension TOP CHORD 1-2=4225, 1-4=78/56 BOTCHORD 45=0f,3-5=0/0 WESS 2-3=80/90 BRACING TOPCHORD Structural wood sheathing directly applied or 2-6-8 oc pudins, except end verticals. BOT CHORD Rigid wiling directly applied or 1000 oe bracing. NOTES 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-98; 140mph (3-sewnd gust); h=26ft; TCDL=5.0psh BCDL-3.0psh Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate gdp DOL=1.33. 3) This truss has been designed for a 10.0 psf bottom chord five load nonwnaufenl with any other live loads. 4) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Refer to girder(s) for truss to truss connections. 6) Provlda mechanical connection (by others) of buss to bearing plate capable of withstanding 432lb uplift at Joint 4 and 1751b uplift at joint 3. 7) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 729Ib down and 475 to up at 0-6-0 on bottom chord. The designtselecGon of such connection device(s) Is the responsibility of others. 8) In the LOAD CASE(S) section, leads applied to the face of the buss are noted as front IF) or back (B), LOAD CASE(S) Standard 1) Regular. Lumber Incease=1.25, Plate Increase=1.25 Uniform Loads (pill) Vert: 1-2=70, 34=20 Concentrated Loads (lb) Vert 5=729(B) W. •tyaq'T ENS*'s t9 dill Job Truss Truss Type Dry Ply LEVITT/DUNBAR RESIDENCE 9794 T1 SA SPECIAL 1 1 121 JbR f 0b I1 6.200 s Mar 52005 Walk industries. Inc Mon 8y1113;05;47200 PageI CD 1' 6da 103-0 Ia 19dd 1 1f-0 2ba 62d 4X7 = 62-0 2a-0 O4a 5.00 12 4 11 3x4 = 12 11 6x7 = 6x7 = 1x4 II 1x4 II 8 7 1x4 II 5x8 = 720 12 1X4 II 5x8 = 2x4 II 1x4 II 1x4 II 11a 01 0 0 I 5aalxA II 14-e-0 H s4-0 i 1e-0a i 4o tdd0-l-p 28d tdd ado 1-0-0 2d-0 0.4d LOADING SPACING 241-0 - TCLL 20.0 Plates lnaease 1.25 TCDL 15.0 Lumberinaease 1.25 BCLL 0.0 Rep Stress Ina YES BCDL 10.0 Cade FBC20047TPI2002 LUMBER TOP CHORD 2 X 4 SYP M 14 BOT CHORD 2X 4SYP M 14-Excepr FA1 2 X 4 SYP N0.3, FBI 2 X 4 SYP N0.3 WEBS 2 X 4 SYP No.3 REACTIONS Qb/size) 7=799/Mechanical, 12=92810-8-0 Max Harz 12=173(load case 6) Max UPIift7=4350oad rasa 6), 12�5690oad case 5) Scale = 1:51.8 Flo 0 CSI DEFL in Qac) I/den Lid PLATES GRIP TIC 0.43 Ved(LL) -0.13 9-10 >999 360 MT20 2441190 BC DAB Vert(TL) -D.39 9-10 >544 240 WB 0.33 Hor2(TL) 0.08 7 Na n/a (Matrix) W1nd(LL) 0.09 9.10 >999 240 Weight 103lb BRACING TOP CHORD Sbudural woad sheathing directly applied or4-11-7 oc purlins, except end verficals. BOTCHORD Rigid ceiling directly applied or 300 as bracing. FORCES (b)- Maximum Compression/Maximum Tension TOP CHORD 1-2=94/40, 2-3=-1101/630, 3-0=1855/972, 4-5=1932M53,5-6=1198/607, 6.7=737/434 BOT CHORD 1-12=.18/113,11-12=60/100, 10-11=732/1132, 9.10=510/1082, 6-9=669/1230, 7-8=-47/150 WEBS 2-12=795/511, 2-11=646/1039, 3-11=917/562, 3-10=208784, 4-10-397/758, 4-9--406/828, 5-9=7A3/770, 5-8=903/492, 6-8=811/970 NOTES 1) Unbalanced m0f live loads have been considered for this design. 2) Wind; ASCE 7-98; 140mph (3second gust); h=26ft; TCDL=5.Opsf, BCDL-3.Opsf, Category II; Exp B; enclosed; M WFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate gap DOL=1.33. 3) This truss has been designed for a 10.01 bottom chord live load nonconciment with any other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this lives is chosen for quality assurance inspection. 5) Refer to girder(s) for truss to buss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 435 b uplift at Joint 7 and 569Is uplift at Joint 12. LOAD CASE(S) Standard E� W. e(y. Job -fmss Truss Type DN PlyReference RESIDENCE 9794 T1S SPECIAL 3 1 SgonethB g P O cts W i PalB Ut FL 334W F f B :[LE=\/ITT/DUNBAR Job Reference loptionan s Met 5 2W5 fuTek Industnes, Inc Mon Sep 11 13:05:4] 2006 Page 1 1A a60 +o-xd 15d0 14 20 Ira 2A 5-2a 4x7 = 62a 2a4 Scale = 1:52.4 5.00 12 4 3x4 = 13 12 6x7 = 6x7 = 3x4 = 1x4 II 1x4, II 9 6 1x4 II 5x6 = 7 20 12 1X4 II 5x6 = 1X4 II Ira 1xd II z o 4aa Sail 168e f6da4111 Isac +aa I 2-6a I 1adl%4 II n-0-0 1- 2aa ora a e.o _ Plate Offsets IX n- 19:: 6-0 0-141 110 0.1-9 0-681 171 0.1-9 0-0.8I 1120-fi-00.2-41 LOADING(pso TCLL SPACING 2)-0 CS1 DEFL In Qoc) Wall Lid PLATES GRIP 20.0 TOOL 15.0 Plates Increase 125 TC 0.42 Vert(LL) -0.1310-11 1999 360 MT20 2441190 Lumber Increase 1.25 BC 0.47 Vert(TL) -0.3810.11 >551 240 BCLL 0.0 Rep Stress Inc YES WB 0.33 Horz(TL) 0.07 8 Na Na BCDL WA Code F0C2004?PI2002 (Matrix) W1nd(LL) 0.08 1p-11 >999 240 Weight 105111 LUMBER TOP CHORD 2 X 4 SYP M 14 BOT CHORD 2 X 4 SYP M 14 -Except• FA7 2 X 4 SYP N0.3, FB1 2 X 4 SYP No.3 WEBS 2 X 4 SYP No.3 REACTIONS Qb/size) 13=915/0-8-0, 8=915/04i0 Max Harz 13=1440oad case 6) Max UpIiR13=565(load ease 5), 8= 5%5(lcad rase 6) BRACING TOPCHORD Structural wood sheathing directly applied or&1.8 oc purlins. BOTCHORD Rigid ceiling directly applied cr6-0.0 oc bracing, Except: 10410 ocbracing: 10-11. FORCES (Ib)- Maximum Campresaion/Madmum Tension TOPCHORD 1.2=.94/41,2-3=1082/624,3-4=1817/939,4-5=18171841,56=-1082/623,6-7=88/41 BOT CHORD 1-13=19/113, 12-13=31/151,11-12=693/1112,10.11=462/1049, 9-10=533/1112, &9=20/107, 7-8=191107 WEBS 2-13=7831506, 2-12=639/1022, 3-12=902/541, 3-11=18(Y7fi7, 4-11=384f758, 4-10=322J756, 510=2191767, 6-9=902J461, &9=633/1022, &8=783/501 NOTES 1) Unbalanced roof live toads have been considered for this design. 2) NAnd: ASCE 7-98; 140mph (3-se and gust); h=268; TCDL=5.Opsf; BCDL=3.Opsf; Category II; EI¢ 8; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. 3) This Was has been designed for a 10,0 psf bottom chord live load noncencrarenl with any other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 565 lb uplift at joint 13 and 565lb uplift at joint 8. LOAD CASE(S) Standard Job Truss Truss Type filly Py LEVITY/DUNBAR RESIDENCE 9794 H81 SPECIAL 1 1 123 � .� 3 Southern Bulling Products, West Palm Beach,FL 33407, Felix B. Jab Reference o tienal 6200 s Mar 52005 M-rek Industaes, Int Mon Sep 11 10:-'ve 200E Page 1 tie 40a Zia 2aa 5.00 12 18 t2+e 5x5 = 5X5 = 4 5 2:� 2aa Zia Style = 1:44.8 3x4 3x4 3x4 3 2 6 3x4 N 1 2 1 W1 7 6 0 4 13 12 j 3x4 = 15 15 5x5 = 5x5 = 3x4 = 10 9 5x8 = 7.20 f 12 5x8 = zoaa oaa 1-0-01-4p M S&0 1 da lea zoo tau I e"" 1 a4-o sea Plate Offsets fX n: 1109-6-00-2-41 f156600-2-41 rn.w LOADING(psi) TCLL 20.0 SPACING 2-0.0 CSI OEFL in (toe) Vdefl L/d PLATES GRIP TCOL 15.0• Plates Increase 1.25 Lumberinvease 1.25 TC 0.21 Vert(LL) -0.0.511-12 >999 360 MT20 244/190 BCLL 0.0 Rep Stress Inv YES SC 0.27 WB 0.33 Verl(TL) Horz(TL) -0.1211-12 0.07 9 >999 Na 240 Na BWL 10.0 Code FBG20041TP12002 (Matrix) Wfnd(LL) 0.0613-14 >999 240 Weight 109lb TOP CHORD 2 X 4 SYP M 14 BOT CHORD 2 X 4 SYP M 14 'Except' FA1 2 X 4 SYP No.3, F81 2 X 4 SYP No.3 WEBS 2X 4 SYP No.3 REACTIONS Qb/size) 16=915/0-8-0, 9=915/08-0 BRACING TOPCHORD Structural wood sheathing directly applied or 54L6 ce purlins, except 2-0-0 cc purlins (610-0 max.): 45. BOTCHORD Rigid ceiling directly applied or 6-0-0 oe bracing. Max Hart 16=62(laad rase 6) Max Upliftl6=401(load case 3). 9---401(lead rase 4) FORCES (lb) -Ma mum Compressi-N ald-=Temion TOP CHORD 1-2=24/38,2-3=1085/512,3-4=1722f7B6,4-5=11921625,5-6=.1722(775.6-7=1085/511,7-8=24/38 BOT CHORD 1-16=8/34, 15-16=2a/73,14l5=459/1067,13.14=-432/1189,12-13=431/1192, 11-12=431/1189, 10-11=440/1067, e-10=8/J2, a.9=-m2 WEBS 2-16=-810/386, 2-15=451/1017, 3-15=792/377, 3-14=2011670, 4-14=-228/501, 4-13=2B/150, 5-12=29/150, 541=205/501, 6.11=199/670, 6-10=793/d68, 7-10=450H017, 7-9-810/385 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wad: ASCE 7-02; 140mph (3-second gust); h=28fl; TCDL=5.opsf; SCDL=3.0psf; Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate line DOL=1.33. 3) Provide adequate drainage to prevent water fording. 4) This truss has been designed for a 10.0 psf bottom chord live load noncencumenl with any other live loads. 5) An plates are ix4 MT20 unless otherwise indicated. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 401 Ib uplift at joint 16 and 401 Its uplift atjo,.t 9. B) Design assumes 4x2 (flat orientation) purlins at cc spacing indicated, fastened to truss TO w12-1Call nails. LOAD CASE(S) Standard W. r0< 4!ggT i ENS4"•%.(; m `ySL7TAI t � s ssss'' es/ON119 Job K�� ype ON PN LE9794 ECIAL 1 1 7 24 Job Reference ( it Il ooumcm culling Vma=s. Wem rafm Beara,FL 3340/, Felix B. 6200s Maf 52005 MrIek lndu5tnes, Inc. Man Sep 1113:05:4 22006 Pagel tdn 59-15 7+7 12-114 16 1 1400 2640 1J-0 L5.15 147 S74 1a7 4 15 tin �g 11 4x8 = 2x5 11 3x4 __ 5.00 12 5 466 3x4 3x4 = 18 17 tx4 11 3x7 = 1x4 II 3x4 = 12 11 3x7 = 1x4 II 3x4 = loan 11-0-0 � S8e I 7+7 I 12- 1� 1 I 194re� I tin ea-0 d-0n 1a7 W4 1a-7 Oda e-ba tin Scale = 1:46.1 Plate Offsets (X Y): 15:0-5-0 0.2-01 LOADING(psQ SPACING 2-0.0 C51 DEFL in Qoc) Wall Ud PLATES GRIP TCLL 20.0 Plates Invease 125 TC 0.31 Ven(LL) -0.06 1415 >999 3fi0 MT20 2441190 TCOL 15.0 Lumber Increase 1.25 BC 0.83 Vert(TL) -0201415 >999 240 BCLL 0.0 '" Rep Stress Inv YES WB 0.30 Ha2(fL) 0.14 11 Na Na BCDL 10.0 Code FBC2004/TPI2002 (M.W4 Wnd(LL) 0.1114-15 >999 240 Weight 991b LUMBER TOP CHORD 2X 4 SYPM 14 BOT CHORD 2 X 4 SYP M 14'Except- B2 2 X 6 SYP Not, B4 2 X 6 SYP Not WEBS 2 X 4 SYP Nc.3 REACTIONS (Ibraze) 18=915/0-8-0, 11=915/0-&o Max Horz 18=52(load was 5) Max Uplift18=459(lcad case 3), 11=-0590cad rase 4) BRACING TOP CHORD Sm cturui woad sheathing directly applied ors-6-3 cc pudins, except 2-&0 oc pudins (5-7-3 max): 5-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. FORCES (lb) -Maximum CompressioNMawmum Tension TOP CHORD 1-2=73/33, 2-3-11718i38, 3-4=16061930, 4-5=16051941, 5-6=1548/920, &7=18081929, 7-&--16061917, &9=1171/635, &10=-7m2 BOTCHORD 1-19=-40t98, 17-18=-81198,16-17-105/83,&16=171/110,1Si6=780/1537,14-15=78Oti54a,13-14=745tl537. 12-13=105184. &13=1711108. 11-12=41198. 10.11=-41198 WEBS 2-18=896/512, 2-17=-4551934, 5-15=-18/242, 5-14=134/134. &14=12/243, 9.12=-053/934. 9.11=896/510 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 140mph (3-second gust); h=26ft; TCDL=5.Cpsf; BCDL=3.Opsf; Category II; Exp B; enc osed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load noncencument with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 459lb uplift at joint 18 and 4591b uplift at joint 11. 7) Design assumes 4x2 (fiat orientation) pudins at cc spacing indicated, fastened to truss TC w/ 2.1 ad nails. LOAD CASE(S) Standard ,ton Truss Truss Type aty Ply LEVITf7DU11BARRESIDENCE 9794 H41 SPECIAL 1 1 25 _ Job Reference pfi 0 -•-••-••••• •---•••• •e • •-•••••••�, ..o, r=im peam,rc alaur, rein e. 6.200 s Mar 5 2005 ANTek lntlustnes, Ina Mon Sep - ------ 4520M Pace 1 }11-9 S&7 &]-14 ]-W 42L 98J 11d1 12-A9 1L4L 1 ] 164a 111-9 a6] 1ST 1-1-0 1Sa 1SU 68a 2-0-0 1-1-0 1S7 a47 1114 3.54 12 5x7 = 3x8 = 5x7 = 3x5 ::: 3 17 18 4 19 20 5 3x5 4x8 = 2x5 II 2x5 II 4x8 = 311-9 4aa 567 92-0 1349 Id 14t7 1840 3_11.9 aa.] 1S7 }7-9 17-9 1S7 a67 3.114 Scale = 1:35.6 Plate Offsets (X)) 11.Edge 0-3-01 f3 0.0.0 0-0-01 IS 0.0.0 0-0.01 f7 Eda Oa91 LOADING (Pat) SPACING 24)-0 CSI DEFL in (lac) Yde0 Lid PLATES GRIP TCLL 20.0 Plates lnaease 1.25 TC 0.60 Vert(LL) -0.13 12 -999 360 MT20 2441190 TCDL 15.0 Lumber Increase 1.25 BC 0.72 WAIT-) -0.40 12 >543 240 SCLL 0.0 Rep Stress Ina NO WB 0.55 Horz(TL) 0.17 8 Na We BCDL 10.0 Code FBC20041TP12002 (Mah-4 Wnd(LL) 0.25 . 12 >862 240 Weight: 98lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 14 TOP CHORD DOT CHORD 2X 4 SYPM 14-Except' B2 2 X 4 SYP No.3, B4 2 X 4 SYP N0.3 BOT CHORD WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 16=963/0.10-9,6=95710-80 Max Hom 16=40(laad as 3) Max Upiift16=625(load rase 3), 8=515(load case 4) SWctural woad sheathing directly applied or 41-6 oc puffins, except end veNoals, and 2-0-0 =pudins (3.11-7 max): 35. Rigid ceiling directly applied or 10-0-0 oa bracing, Except 4-9 1 oc bracing: 12-13,11-12. FORCES (Ib)- Maldmum Compression/MaAmum Tension TOP CHORD 1-2=1775/1153, 2-3=-31302059, 3,17=3124/2074,17-18=31242074, 418=31242074, 419=3085/1995,19-20=3065H995, &20=3085/1995, &6=3103/1982, 6-7=1763/1130, 1-16=8881613. 7-8-882/603 BOT CHORD 1&16=-279/360,1415=185254, 1&14=76/109, 3-13=-W557, 12-13=233013706,11-12=2330/3706,10-11=74/108, &11=33&575, 9-10=175249, 8.9=239(J5B WEBS 2-15=1324/904, 13-15=1117/1727, 2-13=941/1538, 412=0/149, 941=1053/1719, &11=953/1524, &9=13leM5O,1-15=-825/1318, 7-9=825/1307, 413=681/437, 411=-fi88/436 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) W1nd: ASCE 7-02; 140mph (3-second gust); h=26fi; TCDL=5.Opsf BCDL=3.Opsf; Category II; Exp B; and ased; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chard five load noncddciment9ntlrarry other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6251b uplift atjoint 16 and 615lb uplift aljoint 8. 7) Design assumes 4x2 (gal orientation) pudins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 8) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated loads) 30lb down and 32 to up at 3-11-9. 54lb down and 82lb up at &6-7, 65 lb dawn and 71 lb up at 6.7-14 65 lb down and 71 Ib,up at 7-8.3, 65 lb down and 71 lb up at 9.8-3, 65 b down and 713, up at 11-8-3, and 941b down and 77lb up at 12-&8, and 30lb down and 32lb up at 144-7 on tap Nord, and 11 lb up at 3-11-9. and 11 lb up al 14.4-7 on bottom chord. The designtseleetion of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard , 1) Regular. Lumber Increase=1.25, Plate Increase=125 Uniform Loads (plf) Vert: 1-3=70, 3-5=70, 5-7=-70, 1416=20, 11-13=20, 8-10=20 Concentrated Loads 01b) Vert: 3=-54(F) 5=54(F) 2=1 O(F) 15=9(F) 9=9(F) 6=1 q9 17=57(F)18=57(F)19=57(D 20=57(F) ON W. yy99Ti �?GEIVSF.F9 Job as _ Truss Type cry PN LEVI7T/DUNBAR RESIDENCE 9794 J13 MONO TRUSS 2 1 2 6 Job Reference (optional) Southern Bulling Protlucts, West Pakn Beach,FL 334a7, Felu B. 6.200 s Mar 5 200.5 hLTak Industries, Inc Mon Sep 71 13:05:43 2oW page 1 2.5x4 = 3 Scale = 1:9.9 LOADING (psf) SPACING 2-0-0 Cal DEFL in (lac) Well Vd PLATES GRIP TCLL - 20.0. Plates Increase 1.25 TC 0.06 Vert(LL) -0.00 1 Nr 120 MT20 2441190 TCDL 75.0 Lumber Increase 7.25 BC 0.02 Vert(TL) -0.00 1 Nr 120 BCLL 0.0 Rep Stress Inc YES WB 0.00 HOrz(TL) 0.00 Na Na BCDL 10.0 Cade FBC20047TP12002 (Matrix) Weight 61b LUMBER BRACING ' TOP CHORD 2X 4 SYP M 14 TOPCHORD Structural wood sheathing directly applied or l-B-14 oo pudins. BOT CHORD 2 X 4 SYP M 14 BOT CHORD Rigid ceiling directly applied or 6-D-0 oc bracing. REACTIONS Qb/size) 3=17/Mech=Ical, 2=1386Aechanlcal Max Horz3=144(load rase 1). 2=144(Icad case 1) Max Uplift2=70goad case 3) Max Gmv3=350ead case 2), 2=1380oad case 1) FORCES (b)- Maximum Compression/Madmum Tension TOPCHORD 1-2=72/187 BOTCHORD 1-3=144185 NOTES 1) Wind: ASCE 7-02; 140mph (3second gust); h-2611; TCDL=S.Opsf; BCDL=3.Cpsh Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chard five load nonconanent with any other live loads. 3) This buss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 70 lb uplift at joint 2. 6) Non Standard beadng condition. Review required. LOAD CASE(S) Standard .rob Huss Trussrype Dry Pry LEVITTIDUNBAR RESIDENCE 9; 94 J38 MONO TRUSS 2 1 _ Job R fe Lgfl y I) + 2 /-/ auumaw ou"'iiy rrowas, West calm Beach,FL 33407, Fels B. 6.200 a Mar 52005 MITek Intlustnes, Inc Man Sep 1113:05:43 2006 Page l il r —iX411 oars i Sple =-1 14.6 LOADING(ps1) SPACING 2g CSI DEFL in Qoc) Vdell Lid PLATES GRIP TCLL 20.0 Plates Jr... 1.25 TC 0.08 Vert(LL) -0.00 5 -999 360 MT20 2441190 TCDL. 15.0 Lumberinvease 1.25 BC 0.06 Vert(lL) -0.00 5 >999 240 BCLL 0.0 Rap Sbesslncr YES WB 0.04 HOrzT.) -0.01 3 n/a n/a BCDL 10.0 Cade FBC20 ArrP12002 (Matrix) W1nd(LL) 0.00 4-5 >999 240 Weight 13lb LUMBER BRACING TOP CHORD 2X 4 SYP M 14 TOPCHORD Structural wood sheathing directly applied or3-8-14 oo purins. BOT CHORD 2 X 4 SYP M 14 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X 4SYP No.3 REACTIONS (lb/size) 3=60IMerhanical, 4=11/Mechaniml, 5=260/0-8-0 Ma[ HOM 5=94Qoad rase 3) Max Upiift3=60(lcad case 3), 4=5(load case 3), 5-74(load case 3) Max Grav 3=600oad case 1), 4=32(load case 2). 5=2600oad me 1) FORCES (1b)- Maximum Compression/Maxmum Tension TOP CHORD 1-2=89/42. 2-3= 40/17 BOTCHORD 1-5=-054,45=0/0 WEBS 2-5=189/117 NOTES 1) Wind: ASCE 7.02; 140mph (3-second gust); h=26ft; TCDL=5.Cpsf; BCDL=3.gpsf, Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate gdp DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chard live load noncemmrrent with any other Me loads. 3) This truss requires plate inspection per the Tooth Count Method when this buss is chosen for quality assurance inspection. 4) Refer to girder(s) for "as to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 lb upfdt at joint 3. 511, uplift at joint and 741b uplift at joint 5. LOAD CASE(S) Standard Job Tmss 7mss type Dry Ply LEVITTlDUNBAR RESIDENCE 9794 CJ41 MONO TRUSS 2 1 -� 2 Jab Reference o tional Soumem Builing Protlugs, West Palm Bwch.FL 33407, Felix B. 6.2W s FEN 2005 MRek Intlustries, Ina. Man Sep 11 13:05:44 2008 Pace 1 Scale = 1:19.0 1X4 II LOADING (psi) SPACING 2.0.0 CSI DEFL in I-) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.16 Vat(LL) -0.01 4-5 >999 350 MT20 244/190 TCDL *15.0 Lumberincrease 1.25 BC 0.10 Vert(T-) -0.02 4S -999 240 BCLL 0.0 Rep Stress Ina NO W3 0.02 Haz(TL) -0.01 3 Na Na BCOL 10.0 Cade FBC20047TP12002 (Matrix) WndL-) 0.01 4-5 >999 240 Weight 171b LUMBER TOP CHORD 2 X 4 SYP M 14 BOT CHORD 2 X 4 SYP M 14 WEBS 2X 4 SYP No.3 REACTIONS (lb/size) 3=124/Mechanical,4-44/Merhanira1,5=141/P8-11 Max Horz 5=829cad case 3) Max Upllfa=l04Qoad me 3), 4=8(Icad case 3) Max GmV3=124(load rase 1), 4=70(load case 2). 5=150(load rase 2) FORCES (lb)- Maximum CompressiordVaximum Tension TOP CHORD 1-2-4017, 2-6=TM.3-6=43rd2 BOT CHORD 1-5=-0/82, 5-7=0/0, 4-7=0/0 WEBS 2-5=134/39 BRACING TOP CHORD Sbucural wood sheathing directly applied or 53-4 an pudins. BOTCHORD Plaid ceiling directly applied or 10.0.0 oe bracing. NOTES 1) Wnd: ASCE 7.02; 140mph (3-second gust); h=26ft; TCDL=S.Opsf; BCDL=3.Opst; Category II; Fap B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate gnp DOL=1.33. 2) This truss has been designed for a 10.0 psi bottom chard live load noncenamentwith any other live loads. 3) This truss requires plate Inspection per the Tooth Count Method when this bass is chosen for quality assurance inspection. 4) Concentrated loads from layout are not present in Load Case(s): #1 Regular:#2 IBC SC Live. 5) Refer to girder(s) for truss to Wss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104lb uplift at joint and B lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 33lb dawn at 2-10-0, and 33 Ib dawn at 2-10.0 on top chord, and 9 to up at 2-10-0. and 91b up at 2-10.0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the buss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Inareasa=1.25, Plate Increase=1.25 Trapezoidal Loads (plf) Vert 1=0(F=35, B=35)-tu-3=92(F=11, 8=11), 1=0(F=10, B=10}ta4=26(F=3, B=3) 'Iste)nriioi E� W. tygq'�i '•0pEAJs .'•.Tt� Job Truss Truss Type Oty Ply LEVITY/DUNBAR RESIDENCE 9794 J41 MONO TRUSS 4 1 1 2 9 1 Job Reference o tionai Sauthem Bulling Pmtlucts, West Palm Bear11,FL 33s07, Felix B. 6.2W s Mar 5 2005 MlTek Industries, Inc Mon 6ep 11 13:05:442006 Page 1 s11-0 4x6 = a11-0 Scale = 1:17.4 3x4 = 6 0 0 Plate Offsets jX.)0110 n-n-111 LOADING(pso SPACING 240.0 CSI DEFL in (loc) Utleg Vtl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.70 Verl(LL) -0.00 45 >999 3fi0 MT20 244/190 TCDL 16.0 Lumber Increase 1.25 BC 0.07 Verl(TL) -0.00 45 >999 240 BCLL 0.0 .Rep Shess Ina YES WB O.IM ryarz(TL) -0.00 fi Na Na BCOL 10.0 Code FBC2004frPI2002 (Matrix) Wntl(LL) 0.00 - 5 >999 240 Weight: 201b LUMBER BRACING TOP CHORD 2 X 4 SYP M 14 TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc pudins, except end ver0cals. BOT CHORD 2 X 4 SYP M 14 WEBS 2X 4 SYP No.3 BOT CHORD Rigid calling directly applied or 10-0.0 co,bracing. OTHERS 2X4SYP No.3 ' REACTIONS (lb/size) 5=287/0-8.0, 6=127/63.0 Mar Harz 5=11500ad rase 3) Max Up1ift5=81toad case 3), 6=94(load rase 3) FORCES (lb)-Madmum CompmwioNMadmum Tension TOP CHORD 1-2=81/27, 2-0=6722, 46=6l55, 3-6=100/05 BOTCHORD 1-5=0/83,45-32119 - WEBS 2-5=214/134 NOTES 1) Wind: ASCE 7-02; 140mph (&second gust); h=26ft: TCDL=S.Opsh BCDL=3.Opsf, Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chard live load noncancumenlwith any other live toads. 3) This truss requires plate inspection per the Tooth Count Method when this buss is chosen for quality assurance inspection. 4)Bearing at joint(s) 6 considers parallel to grain value using ANSII l angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 It, uplift at joint 5 and 94lb uplift at joint 6. _ LOAD CASE(S) Standard ,1s1e1ue��' ..... �pENg.otitN9 ST 0 /ONA', r9r11171131 Jab Truss muss Type OH Ply LEVITT/DUNBAR RESIDENCE R794 T23A HIP 5 ,Job130 J bRf (pg 0 1-]d 6]S 12aa � 16115 1-74 6-11-13 3A14 5.115 5X5 = 5X5 = 5.00 12 3 4 180 Scale=1:43.0 10 9 8 7 1rw �1 4 I e-7s 5X5 = 12, 4X4 = 10-11A i 4aU." IE 0-1-8 G1LL13 3<14 fi-11-a OZ-0 180 0-1-0 Plate OHsels KY): 19:0-2-8 0.301 LOADING(psf) SPACING 24}0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) 11 C8 7-8 >999 350 MT20 2441190 TCDL 15.0 Lumherincreas. 1.25: BC 0.31 Vert(TL) -0.1fi 7A >999 240 SCLL 0.0 Rep Stress Ina YES WB 0.22 Horz(TL) 0.01 7 n1a n/a BCDL 10.0 Code FBC2004/rP12002 (Matrix) Wind(L-) 0.05 .7-8 >999 240 Weight: 97 to LUMBER TOP CHORD 2 X 4 SYPM 14 BOT CHORD 2 X 4 SYP M 14 WEBS 2X 4 SYP No.3 REACTIONS (Ib/size) 10=92810.3-0, 7=928/0-3D Max Harz 10=-60(laad case 6) Max Uplift10=487(load case 3), 7=4870cad rasa 4) FORCES Qb)-Madmum Compmssion/Manmum Tension TOP CHORD 1-2=298/e7, 2-3= 1064/505, 3.4=891/524, 45=-1063/507, 5E 306/84 BOT CHORD 1-10=111/325, 9-10=157/325, 8.9�335(691, 7-8=108/331, 6-7=108)331 WEBS 2-10=610/520, 2-9=240/656, 3-9=24/136, 4-8=-21/140, 5-8=243/647, 5-7=8051522 BRACING TOPCHORD Structural wood sheathing directly applied or 6-0-0 cc pudins, except 2-0-0 cc pudins (6.0-0 max): 34. BOT CHORD Rigid calling directly applied or 10.0-0 cc bracing. NOTES 1) Unbalanced mat live toads have been considered for this design. 2) Wind: ASCE 7-02; 140mph (3-secand gust); h=26ft; TCDL=S.OpsY BCDL=3.Opsf; Category It: Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load noncancument with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 487 lb uplift at joint 10 and 487lb uplift at joint 7. 7) Design assumes 4x2 (flat orientation) pudins at cc spacing Indicated, fastened to truss TO w/ 2-1 Od nails. LOAD CASE(S) Standard wJ. •yrq'�i�� .9 ENgF•;rF9 Job Truss Truss Type Cly Ply LEVITY/DUNBAR RESIDENCE 9794 T23C HIP 1 1 _ __ JbRf l u n 131 Southern -- a • •--•• •._s.P=nn oeam,rL oaevq reux e. 6200 s Mar 52005 Walk Industries, Ino, Mon Sep 111306:052006 Page l R 1-7-8 5.1" &74 1243 1t 1e48 20.74 1-74 L24 24a 3414 24a 424 1-74 4x5 = 4x5 = 5.00 FIT 4 5 14 13 12 11 10 9 —� 1x4 II 5x5 = 1x4 II 1x4 II 3x6 = 1x4 II 14d 1.48 S80 4,2112 &74 1 1243 1 44e I 1 1414 2N74 140 0.1.8 aloe &40 244 u1. one — Scale = 1:43.0 Plate Offsets IXYP f130.2-40.3-01 LOADING(psq SPACING 2-0.0rE 51 DEFL in Qac) Well L/d PLATES GRIP TCLL 20.0 plates Invease 1.25C Increaase 0.18 Vert(LL) -0.02 77-12 >999 360 Mi20 244/190 TCOL 15.0 Lumberdes 1.25C 0.17 VeAT-) -0.0611.12 >999 240 BCLL 0.0 Rep Suess Inv VESWS 0.17 Horz(TL) 0.01 10 Na Na BCDL 10.0 Cade FBC2004/rP12002Matrix) Wnd(LL) 0.0311-12 >999 240 Weighl: 951b Lumen TOP CHORD 2 X 4 SYP M 14 BOT CHORD 2 X 4 SYP M 14 WEBS 2X 4 SYP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 600 oc purms, except 2-00 W pur ins (6.60 max): 4-5. BOTCHORD Rigid ceiling directly applied or 6- Ooc bracing. REACTIONS (Ib/size) 13=28010.8.0, 14=648/03-0,10=280I0-8-0, 9=64B/0.3-0 Max Horz 14=60(load rase 5) Max Upliftl3=173(load rase 5),14=3400oad case 3),10=1700oad rase 6), 9--341(load ease 4) Max Grev13=294goad rase 9),14=648Qoad case l),10=29gwd ease 1O), G--W load rase l) FORCES (Ib)- Maximum Compression/Meaimum Tension TOP CHORD 1-2=79/64, 23=616/265, 3-0=6131345, 45=5201337, 55113/344, 6-7=6161264, 7-8=76/64 BOT CHORD 1-14=8/69, 13-14=-8/65, 12-13=149/519, 1 t-12=148/620,10.11=1491519, 9-10=8/66, 8-9=w66 WEBS 2-14=585/337, 2-13=201/536, 3-13=288/206.412=0/96, 5-11=0196, 6.10=288/205, 7-10=202/536, 7-9=585M7 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Who: ASCE 7-02; 140mph (3secand gust); h=26ft; TCDL=S.Opsf; BCDL=3.Opsf Category 11; E p B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water pending. 4) This buss has been designed for a 10.0 psf bottom chard live load nonconco ent with any other live loads. 5) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 173lb uplift at joint 13. 340 lb uplift at joint 14,1701b uplift at joint 10 and 341 lb uplift at joint 9. 7) Design assumes 4x2 (flat orientation) pudins at oq spacing indicated, fastened to buss TC w) 2-1 Od nails. LOAD CASE(S) Standard Jab imss Tmss type Oty Ply LEVITY/DUNBAR RESIDENCE V1"4 FG3 SPECIAL 1 132 2 Job Rar(optional) FIN s Mar 5 2005 M I ek Industries, Inc Mon Sep 11 13o,07 2008 Page 1 5x7 = 0.10.9 2x6 11 `a1a 6x8 = 41aa 3x5 II V 1 i W 1 5 Kul a 8 7 6 3x10 11 4x8 = 2x4 II LOADING(psp SPACING 24).0 CSI DEFL in TCLL 20.0 Plates Increase 1.25 TC 0.30 VerlU) -0.02 TCDL 15.0 Lumber Increase 1:25 SC 0.24 Vert(TL) -0.07 BOLL 0.0 Rep Stress Ina NO WB 0.60 Horz(TL) 0.02 BCOL 10.0 Code FBC20041TP12002 (Matrix) Wnd(LL) 0.05 LUMBER BRACING TOP CHORD 2X6 SYP M 14 TOPCHORD BOT CHORD 2X6 SYP M 14 BOT CHORD WEBS 2 X 4 SYP No.3'Except' JOINTS EVI 2 X fi SYP M 14, EV22 X 6 SYP M 14 REACTIONS (Ib/size) 8=3890/Mechanicel, 9=3890/0-3-0 Max Uplift8=2537(lead case 3), 9=25370oad use 3) FORCES gb)-Maximum Compression/Maximum Tension TOP CHORD 1-8=3743/2479, 1-2=2829/1844, 23=2829/1844, 3A=19VI29, 5-9=-389=7, 4-5=-1157r793 BOTCHORD 7-8=l4W26,6-7=1871/2866. 5.6=1B712866 WEBS 1-7=-237113638, 2-7=2519/1736, 37=51/36,16=0/135. 35=3727/2434 4x7 = 9 10.aa 410.9 (loc) gdefl Ud 6-7 >999 360 6.7 1999 240 9 Na Na 6-7 >999 240 PLATES GRIP MT20 2441190 WeighL 256 to 2-0.0 oe pudlns (6-0-0 max.): 14, except end verticals. Rigid ceiling directly applied or 104}O oc bracing. 1 Brace at Jt(s): 1, 4 Scale = 1:44.8 NOTES 1) 2-ply truss to be connected together with 0.131 W Nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0-M oc Bottom chards connected as follows: 2 X 6 - 2 rows at 0.9-0 ee. Webs connected as follows: 2 X 4 -1 raw at 0-9.0 ac ' 2) All loads are considered equally applied to all plies, except if noted as front (F) or back IS) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) W1nd: ASCE 7-02;140mph (3-second gust); h=26fk TCDL=5.Opsf; BCDL-�.Opsf; Category II; Exp B; enclosed; MWFRS gable and zone; Lumber DOL=1.33 plate grip DOL=1.33. 4) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 5) Provide adequate drainage to prevent water pending. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 7) This buss requires plate Inspection per the Tooth Count Method when this buss Is chosen for quality assurance Inspection. 8) Refer to girder(-) for truss to buss connections. 9) Bearing atjoint(s) 9 considers parallel to grain value using ANSVTPI I angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2537lb uplift at joint Band 2537lb uplift at joint 9. 11) Design assumes 4x2 (flat ademati0n) pudins at oc spacing Indicated, fastened to Wss TC w/ 2-10d nails. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-534(F=464), 5-8=20 Job Tess Truss Type aty Ply LEVITT/DUNBAR RESIDENCE 9794 T23 HIP 4 1 13 r3 Job Ref pb n fi.200 s Mar 52005 A4Tek Intlusines, Inc Mon Sep 11 13:W:OG 2006 Paget 1-7-a 51" 615 12L 14M 1944 M741 1.74 4.2d 395 b 14 2-s-5 424 1.74 4x5 = 4x5 = 5.00 F12 4 5 14 13 12 11 10 9 -- IX4 II 5x5 = 1x4 II tx4 II 3x6 = 1x4 II trio 1,48 564 kit 675 ( 1 1 1 1944 19r15 2LL7 1-69 0-1-8 3.198 OAD 3-95 3+14 2S5 425 0.15 154 Scale = 1:43.0 m Io LOADING (pst) SPACING 2-0-0 CSI DEFL in Qcc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) -0.06 10 >999 360 MT20 2441190 TCDL 75.0 Lumber Increase 1.25 BC 0.2a Vert(TL) -0.15 10 >999 240 BCLL 0.0 Rep Stress Ina YES WB 0.25 Horz(TL) 0.01 9 Na n/a BCDL 10.0 Code FBC2004/fPI2002 (Matrix) Wind(LL) 0.09 . 10 >999 240 Weight 95lb LUMBER BRACING TOP CHORD 2X 4 SYP M 14 TOPCHORD Structural wood sheathing directly applied or 6a-0 oc pudins, except BOT CHORD 2X 4 SYP M 14 24 13 oc pudins(6-D-0max): 4.5. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or ID-0-0 oc bracing. REACTIONS Qb/size) 13=93/0A-0, 14=85710-3.0.9-90610-3-0 Max Hors 14=60(load rase 5) Max Uplift13=112(load ease 5), 14=-043Qoad case 3), 9=-4780cad case 4) Max Grdv13=217(load case 9), 14=857Qoad =a 1), 9=906Qcad rase 1) FORCES Qb)-Madmum CoMpression/Madmum Tension TOP CHORD 1-2=62/42, 2-3=938/436, 3-4=910/503, 4-5=814/493, 5-6=892/496, 67=951/432, 7-8=123/57 BOT CHORD 1-14=27/56, 13-14=9/56, 12-13=292/810, 11-12=292/B14,10.11=292/810, 9-10=-09/723, 8.9--49/123 WEBS 2-14=-758/422, 2-13=3217/79, 3-13=261/185, 412=241149, 5-11=8/138, 6.10=161/135, 7-10=292f706, 7-9=757/429 NOTES 1) Unbalanced mof live loads have been considered for this design. 2) Wnd: ASCE 7.02; 140mph (3-second gust); h=26ft; TCDL=5.0psY BCDL=3.0psf; Category 11; Exp S; enclosed; MWFRS gable end zone; cantilever left and right e)q osed ; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chard live load nonconcument with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1121b uplift at joint 13, 443lb uplift at joint 14 and 4781b uplift at joint S. 7) Design assumes 4x2 (flat orientation) pudins at oc spacing Indicated, fastened to truss TC w/ 2-1 Od nails. LOAD CASE(S) Standard Job Truss Truss Ty a Oty Ply LEUITT/DUNBAR RESIDENCE 9794 T23S HIP 1 1Job Reference L0211onaf) 134 S 6.200 s we o- 05 h37ek IndusMes, Inc Mon Sep 11 13:06:07 2006 Page 1 1.75 46e &7-5 12J 16.15 1&lL4 30.7.8 1-75 3-10a 415 3 14 415 3-10a 1d5 4x5 = 4x5 = 5.00 FIT 14 13 12 11 10 9 V� — 1x4 II 3X4 = 5x5 = IA 11 3x4 = 1x4 11 1� 190 1 3)s 1 12-0a 10.15 i 19e0 19112 75 15a o-" 2-10.9 N-5 341/ 415 2-148 0.1d 15a SCBIe = 1:43.0 Plate Onsets (X Y)112 0.2 8 0-3-01 LOADING(pso SPACING 241-0 CSI DEFL in 0ce) I/deff Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.20 Vert(LL) -0.05 10-11 >999 360 MT20 244/190 TCDL 15.0 Lumber lnaease 1.25 BC 0.24 Vert(TL) -0.1110.11 >999 240 BCLL 0.0 -Rep Stress Ina YES VYS 0.30 HoaCrL) 0.02 9 Na Na BCDL 10.0 Code FBC20G4/TPI2002 (Matrix) Wnd(LL) 0.0710-11 >999 240 Weight 90lb LUMBER TOP CHORD 2 X 4 SYP M 14 BOT CHORD 2 X 4 SYP M 14 WEBS 2X 4 SYP No.3 REACTIONS (lb/size) 14=881/0-3-0, 13S!/0.8-0, 9=919/03.0 BRACING TOP CHORD Structural wood shashing directly applied or6-0-0= purling, except 2-0-0 oc pudins (6-0-0 max): 4-5. BOT CHORD Rigid ceiling directly appried or 6-a0 oc bracing. Max Horz 14=60(load case 5) Max Upiift14=451(load was 3), 13=122(load rasa 10), 9=4630oad rase 4) Max Grav14=881goad case 1), 13=1920oad case 9). 9=9190cad case 1) FORCES Ob)- Madmum Compression/Madmum Tension TOP CHORD 1-2=96/128, 2-3=935/422, 3.4=959/503, 45=837/501, 5.6=955/497, 6.7=945/419, 7-8=59/59 BOT CHORD 1-14=-83/99,13.14--83T70, 12-13=306/834, 11-12=305/837,10-11=306/834, 9-10--33/62, 8.9=-=52 WEBS 2-14-808/410,2-13=3931925,3.13=301/206,4-12=la/164,5-11=0/150,6.10--227/168,7-10=376M89,7-9-813/418 NOTES 1) Unbalanced roof live loads have been considered far his design. 2) W1nd: ASCE 7-02; 140mph (&second gust); h=268; TCDL=5.Opsf; BCDL=3.Opsf; Category II; E p B; enclosed; MWFRS gable end zone; cantilever left and fight exposed! ; Lumber DOL-1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water panting. 4) This truss has been designed for a 10.0 pat bottom chord live load noncencument with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quarry assurance Inspection. 6) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 451 to uplift at joint 14,122lb uplift atjeint 13 and 4831b uplift at joint 9. 7) Design assumes 4x2 (Flat odentatien) pudins at ae spacing indicated, fastened to buss TO w/ 2-1 Od nails. LOAD CASE(S) Standard m Job Truss Truss Type any Ply LEVITY/DUNBAR RESIDENCE 9794 H9D HIP 1 1 .� 15Jab Reference (cloficnall Southern Bulling ProtluGs, West Palm-e I,FL33407, Felix8. 6.200s Mar 52005.I ek Industries, Inc Man SeP1t t3:0,us tun, Paae1 1-]2 t 9W AZ 7+14 5.00 f12 1 11-74 1 19M 2-TA T+9 4x7 = 4x7 = 4 5 10 9 soo 5x5 = ty] 4x4 7AA 2-7A 7y 1-]A Scale = 1:43.9 ro v n a #- U-7A 0." 1A0 Plate Offsets (X Y)- 11'0-0.1 0.0.111 110'42-8 0.301 LOADING (pst) SPACING 24).0 CST. DEFL in (loc) Well Lld PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC0.54 VarhLL) -0.08 1U.11 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 125 BC 0.33 Vert(TL) -0.17 39 >999 240 BCLL 0.0 Rep Stress Inv YES WS 0.41 Horz(TL) 0.01 8 Na Na BCDL 10.0 Cade FBC2004/TPI2002 (Matrix) Wnd(LL) 0.16 . &9 >999 240 Weight 98 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 14 TOP CHORD Structural mod sheathing directly applied or 6-m cc pudins, except BOT CHORD 2 X 4 SYP M 14 2-0-0 oc pudins (64}0 max): 4-5. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oo bracing, Except: 6.2-15 oc bmcing: 9.10. REACTIONS Oblsize) 11=929/0-30, 8=931/0.30 Max Horzl l=64(load case S) Max Uplift11=831(load wse 3), 8=834(load rase 4) FORCES (lb) -Maximum Compression/Maximum Tension TOP CHORD 1-2= 8=74, 2-3= 1/594, 3- 1060MM, 45=885/925, 5-6=1062/931, 67=337/ 1 BOTCHORD 1-11=369/421,10.li=418/421,9-10=729/985,a-s=329v387,7-s=3281367 WEBS 2-11=810/582, 310=367/561, 4-10=156/138, 5-9=1621144, 6-9=-407/606, 6-8=808/578 NOTES 1) Unbalanced root 8ve loads have been considered farthis design. 2)Wnd: ASCE 7-02; 140mph (3-second gust); h=26ft; TCDL=5.Opsf; BCDL=3.Opsh Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chard rive lead nonconcunent with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. - 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 831 lb uplift at joint 11 and 8341b uplift at joint 8. 7) Design assumes 4x2 (flat orientation) purfins at on spacing indicated, fastened to truss TC w/ 2-1 Od nails. LOAD CASE(S) Standard Jab Truss _ Tmss Type Ory Ply bRference 0 LEVITT/DUNBAR RESIDENCE 8794 H7D SPECIAL 1 1 3 6 Sou.�_r„_.,l,,,yProduct,, we at raim ceacn,rLnwur, renx e. - 6.200 s Mar 52005 MRek Industries, Ine Man Sep 1113A6:09200fi Pagel 1Ga 2d9 3414 4 13 3114 2.71 144 3.54 12 5x6 = 4x8 = 4 5 Scale = 1:39.6 12 13 11 10 14 9 6x6 = 5X5 = 3x4 = 6X6 = ... 1S4 1Sa 8-1-13 1z.S11 190.0 1 zo-]A 5-0 1aU12 &]-ll 4113 6aa 0-1-8 Ida 8 Plate Offsets (x Y): 0 t0.2-e &3-0I LOADING (psl) SPACING 2-0-0 CST DEFT. in Qac) Udall Ud PLATES GRIP TCCL 20.0 Plates Ina ease 1.25 TC 0.55 Vat(LL) -0.0911-12 >999 360 - MT20 244/190 TCDL 15.0 Lumberincrease 1.25 SC 0.56 Vert(TL) -0.2111-12 >999 240 BCLL 0.0 Rep Stress Ina NO WE 0.53 Ho2(1L) 0.06 9 Na Na BCDL 10.0-L. Cade FBC2004/rP12002 (Matrix) VMnd(LL) 0.2011-12 >999 240 Weight: 95 To LUMBER BRACING TOP CHORD 2X4SYP M 14 TOPCHORD Structural wood sheathing directly applied or 4-5-5 ac pudins, except SOT CHORD 2 X 4 SYP M 14 2-0-0 oc pudins (4-7-4 max): 4-5. WEBS 2X 4 SYP 14o.3 BOTCHORD Rigid ceiling directly applied or 4-11-6 oc bracing. REACTIONS Qb/size) 12=1593/0-3-0, 9=1616RT.M Max Harz 12=-58(load case 6) Max Upliftl2=1438(load case 3), 9=1457(load case 4) FORCES (lb) -Maximum Campr sion/Maxmum Tension TOP CHORD 1-2=214/246, 2-3=211/293, 34=251B/2247, 4-5=236V2179, &6=25172249, &7=l66253, 7.8=165/207 BOT CHORD 1-12=198/179,12-13=1601/1787,11-13=1601/1787,10.11=2024/2361, 10-14=1501/1718, 9-14=1501/l718, &9=1621137 WEBS 2-12--174169. 3.12=-2052/1734, &11=5651744, 4-11=120/87, &10=1(7170, 6-10=.631/812, &9=-2055/1744, 7-9=179/98 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 140mph (3-second gust); h=26ft; TCDL=5.Opsf; SCOL- .Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; porch left and right exposed: Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load noncancumenl with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1438 To uplift at joint 12 and 14571b uplift at joint 9. 7) Oesign assumes 4x2 (flat orientation) pudins at cc spacing Indicated, fastened to truss TC w/ 2.10d nails. 8) Hanger(s) or other cannecion devices) shall be provided sufficient to support concentrated load(s) 242lb down and 158Ib up at a-1-13, and 2421b down and 158lb up at 12-5-11 on top chord, and 84 Ib down and 55lb up at 8.1-13. and 841b down and 55lb up at. 12-&11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Inaease=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=70, 3-4=-110(F=40), 4-5=116(F=46), 5-6=110(F=-40), &6=70, 1-13=20,11-13=35(F=-15), 10-11=-36(F=16), 10.14=35(F=15), &14=20 Concentrated Loads Qb) Vert: 4=-242(F) 5=242(F) 1 1=-84(F) 10=-84(F) Jae Tmss Thus Type Dty Ply LEVITT/DUNBAR RESIDENCE 9794 J56 MONO TRUSS 2 1 bRf 137 Southern p6 0 Bailing Products, west Palm Beacd,FL 33407, Felix B. 6.200s Mar 52005 hLTek lndusNes, Inc Man Sep it 13:06:102006 Pagel Scale = 1:16.9 LOADING (pat) SPACING 2-M CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.13 Van(LL) -0.00 45 -999 360 MT20 244/190 TCOL 15.0 Lumberinaease 1.25 BC 0.06 Vert(TL) 0.01 45 >999 240 BCLL 0.0 Rep Stress Ina YES WS 0.05 Heruo -0.01 3 Na We BCDL 10.0 Code FBC2004/rP12002 (Matrix) Wnd(Ly 0.01 45 >999 240 Weight: 161b LUMBER TOP CHORD 2 X 4 SYPM 14 BUT CHORD 2X 4 SYPM 14 WEBS 2X 4 SYP No.3 REACTIONS (be/size) 3=7giMechanical, 4=17/Mechanical, 5=321/U3-0 Max Hart 5=115(load case 3) Mau Uplift3=7400ad case 4). 4=60(lcad case 4), 5=2360oad rase 3) Max Grav3=79 fcad case 1). 4=430oad case 2), 5=321(load case 1) FORCES (lb) -Maximum Compression/Maxmum Tension TOPCHORD 1-2=113/51.2a=50/22 BOTCHORD 1-5=01175,4S=0/0 WEBS 2.5=236/156 BRACING TOPCHORD Structural wood sheathing directly applied or 4-8-4ao pwGns. BOTCHORD Rigid ceiling directly applied or 10-0-0 oe bracing. NOTES 1) Wind: ASCE 7-02; 140mph (3-semnd gust); h=26R; TCDL=5.0psf, BCOL=3.OpsF; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever felt exposed; porch left and right exposed; Lumber v OOL=1.33 plate grip DOL=1.33. 2) This bass has been designed for a 10.0 psf bottom chard live load noncancurrent with any other live leads. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 741b uplift at joint 3, 60lb uplift at joint 4 and 238lb uplift at joint 5. LOAD CASE(S) Standard :111 Job Truss Truss Type Dry Pry LEVITY/DUNBAR RESIDENCE 9794 J76 MONO TRUSS 2 1 1 13 8 _ _ Job Ref (oh 11 u=au�,r1 mru., r=�u=. 6200 s Mar 52005 NuTek IntlusNes, Inc Mon Sep 11 1306102006 Pags 1 E 1X4 II Scale: 1/2"=1' LOADING lost) SPACING 2-0-0 CSI DEFL in Qoc) Well Uri PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 Ved(LL) 41.02 4.5 >999 360 MT20 244/190 TCDL 15.0 Lumberincrease 1.25 BC 0.21 Vert(TL) 0.07 I 4-5 >900 240 BCLL 0.0 - Rep Stress Ina YES VIS 0.06 Hom(rL) -0.06 3 We n/a BCLL 10.0 Code FBC2004/rP12002 (Matrix) W1nd(LL) 0.08 4-5 >769 240 Weight 22lb LUMBER TOP CHORD 2 X 4 SYP M 14 BOT CHORD 2X 4 SYP M 14 WEBS 2 X 4 SYP No.3 REACTIONS Qb/size) 3=151/Merhaniml,4-50/Mechaniml,5=395/0.3-0 Max Hoa5=1600oad case 3) Max Uplift3=-1290oad case 3), 4=980oad case 4), 5=2960aad case 3) Max Gmv3=151(load case 1), 4=8900ad case 2), 5=395(load case 1) FORCES (lb) -Maximum Ccmpreealell)Maxlmanl Tension TOP CHORD 1-2=-163163, 2-3=-77/45 BOT CHORD 1-5=-0/160, 4-5=0/0 WEBS 2-5=331/211 BRACING TOPCHORD Structural wood sheathing directly applied or 6430 cc pudins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES 1) Wind: ASCE 7.02; 140mph (3semnd gust); h=2Eft; TCDL=5.0psf. BCDL=3.Opsf, Category II; Exp S; enclosed; MWFRS gable end zone; cantilever left exposed ; parch left and right exposed; Lumber ' r DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psr bottom chard live load noncanarrent with any other live loads. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 4) Refer to girder(s) for truss to truss mnneclions. 5) Prmide mechanical connection (by others) of truss to bearing plate capable of withstanding 1291b uplift atjaint 3, 98 to uplift atjaint 4 and 2.96 lb uplift atjoint S. LOAD CASE(S) Standard 1a(eaaee ENg. °.TR9 Job Truss Truss Type Oty Ply LEVITY/DUNBAR RESIDENCE L)794 CJ76 MONO TRUSS 2 I i 3 9 S uth m Burling ProductsW P I B M FL 33407 F B 6.200 s Mlob ar 52005 MTek Intlusbres, Inc Man Sep 11 t3:OG:09 2006 Pag= 1 I 1X4 II Scale = 1:24.9 LOADING(psf) SPACING 24-0 CST DEFL in Cod) Well Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Verl(LL) 41.02 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumbe, lI ase 1.25 BC 0.31 Ved(TL) 0.09 45 >658 240 BCLL 0.0 Rep Suess Incr NO J WS 0.07 Harz(TL) -0.12 3 Na n/a ECDL 10.0 Cade FBC2004/rP12002 (Matrix) Wlnd(LL) 0.11 4-5 >543 240 Welght: 25lb LUMBER TOP CHORD 2 X 4 SYPM 14 BOT CHORD 2 X 4 SYP M 14 WEBS 2X 4SYP No.3 REACTIONS (Ib/size) 3=242/Mechanical,4=84/Mechanicel,5=306/0-3-4 Max Horz 5=180(load case 3) Max Upiift3=256(load case 3), 4=108(load wse 4), 5=295(laad cese 3) Max Grev3=242Qoad wse 1), 4=116(load case 2), 5=3050l d case 1) FORCES (Ib)- Maximum CompressiondMaximum Tension TOPCHORD 1-2=2W/31,2-3=114164 BOTCHORD 1-5=0/180,45=0/0 WEBS 2-5=-275/M BRACING TOPCHORD Structural wood sheathing directly applied or 7-6-5 oc pudins. BOTCHORD Rigid ceiling directly applied or l D-PO oo bracing. NOTES 1) Wind: ASCE 7-02; 140mph (3-seccntl gust); h=26ft; TCDL=5.Opsf, BCOL=3.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left exposed ; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss is not designed to support a ceiling and Is not intended foruse where aesthetics are a consideration. 3) This truss has been designed fora 10.0 psf bohom chord live load ndnwnarrent with any other live loads. - 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Refer to girder(s) for truss to muss connections. 6) Provide mechanical conneclian (by others) of truss to bearing plate capable of withstanding 256 lb uplift at joint 3, 108 lb uplift at joint 4 and 295 to uplift atjoint 5. 7) In the LOAD CASE(S) section, loads applied to the face of the trues are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Trapezoidal Loads (plf) Vert 1=0(F=35, 8=35)-to-3=132(F=31, 8=31), 1=0(F=10, B=10)-to-4=-38(F=9, 8=9) job Tuss Truss Type Dry Ply LEVITY/DUNBARRESICENCE 9794 FG4 SPECIAL 1 2 lob •----- ogb-- i a n Southern Bulling Produce, West Palm Beach,FL 33407, Felu B. 6.200 s Mar 5 2005 Nu7ek Intlusides, Inn Man Sep 11 13:06:Iu 2006 Page 1 34T 1 SBO 7-5-1 1 11Qd 4X8 MT2fih1= 1b9 1414 337 3x7 = 8x8 = 4X12 M 71N= 8x8 = 8x8 = 1 2 10 3x9 = 3 11 4 3x10 MT20H= 5 C 2x8 II 38-7 48 = 7S1 1x4 II 11za 7X6 = 337 1 3.7-11 I 3Y7 Scale = 1:35.9 Plate Offsets(X.Y): 12:0-2-00-2-0I f3:0. 0,G.2-81 (4:0-400-2-81 I5'0.3A0.2-81 LOADING (ps0 SPACING 14).-0 CSI DEFL in (lac) Vide8 Ud PLATES GRIP TCLL 20.0 Plates lnaease 1.25 TC 0.96 Vert(-L) -0.02 7-8 >999 360 MT20 2441180 TCDL 15.0 Lumber Increase 1.25 BC 028 Vert(m) -om 7-e >999 240 MT20H 1871143 BCLL 0.0 Rep Stress Ina NO vva 0.66 Ho2(rL) -0.02 6 n/a Na BCDL 10.0 Code FBC20047rP12002 (Matrix) Wind(LL) 0.08 - 7-8 >999 240 Weight 1751b LUMBER TOP CHORD 2X 4 SYPM 14 BOT CHORD 2 X 4 SYP M 14 WEBS 2X 4 SYP No.3 REACTIONS (lb/size) 9=2958/038, 6=3465IMechanical Max Hom9=5(load case 4) Max Uprdt9=-32630oad case 3). 6=-38260oad case 3) BRACING TOP CHORD 2-O9 oc pudins(6-0-0 max.): 1.5, except end veNrals. BOT CHORD Rigid ceiling directly applied or RA 1-2 oc bracing. JOINTS 1 Brace at Jt(s): 1, 5 FORCES (Its)- Maximum Compreasion/Maximum Tension TOP CHORD 1-9=290W196,1-2=2820/311L 2-10=.2830/3/23, 3.10=2781/0073, 6-11=-2820r9116, 4-11=2820/3116, 45=55/61, 54i=6577716 BOTCHORD B-9=73/61,7-8=317712873,67�31722873 WEBS 1-8=4174/3785, 3-8=25372776, 4.8=.74/78, 4-7=-W51, 4&=-3944/4353 NOTES 1) 2-ply truss to be connected together with 0.131 W Nails es follows: Tap chords connected as follows: 2 X 4- 2 rows at 040 oc. Bottom chards connected a6 follows: 2 X 4- 1 row at 0-M an Webs connected as follows:2 X 4 -1 row at 0.7-0 oc, Except member 8-1 2X 4 -1 row at (9M oc, member 3-8 2 X 4-1 row at 0.9-0 cc, member 8-42 X 4- 1 raw at 0-9-0 ac, member 4-7 2 X 4 -1 row at 0-9-0 cc. member 6-4 2 X 4-1 raw at (3-9-0 on 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (8), unless otherwise indicated. 3) Wnd: ASCE 7-02; 140mph (3-second gust); h=26ft; TCDL=5.Opsf; BCDL=3.Opsf; Category 11; Exp B; encased; MWFRS gable end zone; porch left and fight exposed; Lumber DOL=1.33 plate grip DOL=1.33. 4) Provide adequate drainage to prevent water poring. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss requires plate inspection per the Tooth Count Method when this buss is chosen for quality assurance Inspection. 8) Refer to girder(s) for truss to Wes connections. 9) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 32631b uplift at joint 9 and 38261b uplift at Joint 6. 10) Design assumes 4x2 (flat orientation) purlins at so spacing Indicated, fastened to Wss TC w/ 2.10d nails. 11) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 16001b dawn and 17681b up at 5-8-0 on top chord. The design/selection of such connection device(s) Is the responsibility of others. LOAD CASE(S) Standard 1) Regular Lumber Ines se=1.25, Plate Inaease=1.25 Uniform Loads (plf) Vert: 1-10=35. 5-10=488(17=453), 6.9=16 Concentrated Loads (Ib) Vert: 11=1600() FG6 L 141 4x6 = i16° 3x5 = 2 3 4 6 6 2x4 11 - -- - 3x6 = Scale = 1:33.7 LOADING(psq TCLL 20.0 SPACING 1-0-0 C51 OEFIL in (lop) Udell Ud PLATES GRIP TCDL 15.0 plates Increase 1.25 TC 0.27 Ved(LL) -0.O7 6 >999 360 MT20 244/190 Lumber Increase 1.25 BC ales Vert(TL) 0.01 6 >999 240 BCLL 0.0 Rep Stress Ina NO WB 0.00 Harz(TL) -0.00 4 n1a Na BCOL 10.0 Code FBC2004/IPI2002 (Mabix) _L Wnd(LL) 0.01 6 >999 240 Weight 8016 LUMBER TOP CHORD 2X 4 SYP M 14 BOT CHORD 2 X 4 SYP M 14 WEBS 2 X 6 SYP Na.2'Excepr WI 2 X 4 SYP No.3 REACTIONS (lb/size) 1=577/0-4-0, 4=577m-40 Max Upliftl=-3810oad case 3), 4=3BiQoad case 3) FORCES (Ib)- Maximum COmPraiecn/Maximum Tension TOP CHORD 2-6-W45,1-2=0/Q 2-0=157/103, 3-0=010, 3-5=0/45 BOT CHORD 66=-1031157 WEBS 2-5=0/0 BRACING TOP CHORD 2-0-0 ae pudins: 1-4. except end verticals. BOTCHORD Rigid ceiling directly applied or 10.0.0 oc bmdng. NOTES 1) 2-ply truss to be connected together with 0.131'X3' Nails as follows: Top chards connected as follovrs: 2 X 6- 2 rows at 0.9-0 ac, 2 X 4-1 cow at 0.9.0 ac. Bottom chords connected as follows: 2 X 4 -1 row at 0-9-0 oa Webs connected as follows: 2 X 4-1 row at O-9-0 ae, 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been pmvided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wlnd: ASCE 7.02; 140mph (3-second gust); h=26ft; TCDL=5.Opsf, BCDL=3.Opsf; Category II; Fxp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 4) Provide adequate drainage to prevent water pending. 5) This truss has been designed for a 10.0 psf bottom chard live load nonconcunent with any other live loads. 6) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Provide mechanical connection (by others) of truss to bearing plate capable ofwithslanding 381 lb uplift at Joint i and 381 lb uplift at joint 4. 8) Design assumes 4x2 (fiat orientation) pudins at oc spacing Indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-2=200(F=165), 2-3=200(F=165), 3-4=2oa(F=165), 5.6=10 EN'9 F9 ♦ . Job Truss Truss Type any Ply LEVITY/DUNBARRESIDENCE 9794 FG5 SPECIAL 1 aJp q �1 J bRef (Pt 11 bulling West P B NFL 334W F I B 142 6.200 s Mar 5 2005 MiTek Industrres, Inc Man Sep 11 1396:11 20M Pag.1 3x6 = 3x6 4 2 3x6 = 3x6 = 1 2 3x6 = 3_ 4xR — 4 5 19�4 I� 3x8 = ma 1.5x3 II o-za ae-1 44.2 o¢n LOADING(p.0 TCLL 20,0 SPACING 1-0-0 CS] DEFL in (lac) Well Vd PLATES GRIP TCDL 15.0 Plates Increase Lumber Increase 1.25 1.25 TC 0.40 Vert(LL) -0.01 7 >999 360 MT20 2441190 BCLL 0.0 Rep Strew Ina NO BC 0.05 WB 0.78 Ved(rL) 0.01 Hom(TL) -0.00 7 >999 240 6 Na n/a BCDL 10.0 Code FBC2004/rP12002 (Matrix) Wtnd(LL) 0.01 , 7 >999 240 Weight 1331b LUMBER BRACING TOP CHORD 2 X 4 SYP M 14 TOP CHORD 2-0-0 oc pudins (6-041 max.): 1-5, except end verticals, BOT CHORD 2 X 4 SYP M WEBB 2X4SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 cc bracing. JOINTS iBrace at Jq.): 1,5 REAC71ONS (Ib/size) 8=1086/0-4-0, 6=7086/0.4-0 Max UPIIft8=1199(load case 3), 6=7199(load case 3) FORCES (Ib)-Ma>umum Campmssion/Ma)imum Tension TOP CHORD 1-8=-10461li43, 1-2=766867, 2-3=787/869, 34=787/869,45=7861887, 5£=1046/1143 SOTCHORD 7-8=59/52,6-7=59/52 WEBS 1-7=1027/932, 3.7=1142/7227, 5-7=10271932 Scale = 1:33.3 NOTES 1) 2-ply truss to be connected together with 0.131.4- Nags as follows: Top :fund. connected as follows: 2 X 4 -1 raw at 0-9-0 oc Bottom chords connected as follows: 2 X 4- 7 raw at 0-9-0 x Webs connected as follows: 2 X 4 -1 raw at 0-9.0 oc. 2) All loads are conside.red equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to disinbute only loads noted as (F) or (B), unless otherwise Indicated. 3) Wind: ASCE 7-02; 140mph (3-secend gust); h=26ft; TCDL=S.Opsf; BCDL=3.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 4) Provide adequate drainage to prevent water pending. 5) This truss has been designed for a 10.0 psf bottom chard live load nommncumenl with any other live loads. 6) This buss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Provide mechanieal connection (by others) of truss to bearing plate capable of withstanding 11991b uplift at Joint 8 and 1799lb uplift atj.int 6. 8) Design assumes 4x2 (flat orientation) pudins at Pc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard 1) Regular, Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (ph) Vert: 1-5=-239(F=204), 6-8=-10 m v 2 3-14 1:5X4 II q1-11X4 II 2X4 143 Scale = 1:25.6 LOADING(psf) TCLL 20.0 SPACING. 2-0-0 CS! DEFL in (hoc) Vdefl Utl id PLATES GRIP TCOL 75.0 Plates Ina ease Lumber Increase 1.25 1.25 TC 0,61 Vert(LL) -0.00 fi >999 360 Mi20 244/190 BCLL 0.0 Rep Stress Ina NO BC 0.78 WB 0.05 Vert(TL) -0.01 Horz(TL) 0.00 6 >999 240 5 Na n/a BCDL 10.0 Cade FBC20041TPI2002 (Matrix) Wnd(LL) 0.01 . 6 >999 240 Weight 521b LUMBER BRACING TOP CHORD 2 X 4 SYP M 14 TOP CHORD 2-0.0 as pudins:1-4. except end verticals. WE CHORD 2 X 4 SYP M WEBS 2X4SYP No.3 BOT CHORD Rigid ceiling directly applied or 10 0.0 as bracing. JOINTS 1 Brace at Jt(s): 1,4 REACTIONS (Ibisize) 7=1237/0-3-e, 5=615IMechanical Max Harz 7=11(load case 5) Max Uplift7=-7930e8d rase 3), 5=-414(load case 3) FORCES (lb) -Maximum Compms ian/Maaimum Tension TOP CHORD 1-7=1056/696,1-2=-"49, 2-3=9/12, 3-0=84/60,45=241/166 BOT CHORD 6.7=60/84, 5-6=60l04 WEBS 3-6=-499M62 NOTES 1) 2-ply truss to be connected together with 0.131'xX Nails as follows: Tap chords connected as follows: 2 X 4 - 2 rows at 0.7-0 ec Bottom chards connected as follows: 2 X 4 -1 row, at 0.9.0 cc. Webs connected as follows:2 X 4-1 raw at 0.9-0 ec. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to disbibute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-02; 140mph (3-second gust); h=2611; TCDL=5.0pst, BCDL=3.0psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left exposed ; Lumber DOL=1.33 plate grip DOL7U3. 4) Provide adequate drainage to prevent water pending. 5) This buss has been designed for a 10.0 psf bottom chord rive load nonconauent with any other live loads. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Refer to girder(s) for Hiss to buss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of wi0lstanding 793 lb uplift at joint 7 and 4141b uplift at Joint S. 9) Design assumes 4x2 (flat orientation) pudins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)1600 lb dawn and 10441b up at 1-2-0 on top chord. The desigNselection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular. Lumber Incease=125, Plate Increase=1.25 Uniform Loads (pli) Vert: 1-4=70, 5-7=20 Concentrated Loads (to) Vert 2=16000 SCOTT November 13, 2006 BLAKESLEE DISHEK RESPONSE LETTER ASSOCIATES Pt. St. Lucie Building Department Architecture Pt. St. Lucie, FL Planning RE: Dunbar Residence 8323 Calumet Ct. Pt. St. Lucie, FL 2400 High Ridge Road Permit #: 0610-0317 Suite 300 Bwnton Beach FL 33426 Plan ^' 1. There are no openings in the bearing wall. 10 Phone 2. See attached approved truss drawings. 561.733.8800 3. Fireplace is electric plug-in by owner, no fireplace specs necessary. 4. All window and door openings to be impact. fax 5. All exhaust fans will vent through roof. Dryer vent will vent 561.733.7900 through wall. 6. Windows 10, 12, 15 and 19 shall be designated Egress for each of the secondary Bedrooms. email 7. A smoke detector shall be placed inside Bedrooms 4 and 5. In sbdassociates.com addition, a smoke detector shall be added outside Bedroom 5 more than 2' radius from the Bathroom door. It - License Number AA 0003285 If you have any questions, please feel free to call me. Thank You, Scott B. Disher, AIA (/ /4, O (V Scott B. Disher, AIA Scott Blakeslee Disher Et Associates 051745_ Dunbar BDC 08/11/2006 09:31 5615580824 LEVITT CONST PAGE 03/05 St Lucie County ' 'Building and Zoning Department 2300 Virginia Avenue Fort Pierce, FL 3082 772-462-1553 Design Certification for Wind'Load Compliance This Certification is to be completed by the-proicet design architect or ongineer. ,This Certification must be submitted with all applications for building permits involving the construction of new resideneo (single or multi- family), residentidl addition, any accessory structure requiring a building permit' and any nonresidential structure. This Certification shall not'apply to interior renovations (provided that no structural walls, columns or other similar component is being effected) and certain other minor building permits. For further assistance, please contact the Building Inspection Office at 462-1553 or 462-2172. t•�ILril/ la I�1'�t,r re".hi'Em7"n%'"+1lc�.1.1�,.'�`IJ1iF�`ri�ind�dn �L�il+"4f Certification Statement: I certify that, to the best of my knowledge and belief, these plans and specifications have been designed to comply with the applicable structural portion of the Building Codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted'bn these plans provide adequate resistance to the wind loads and forces specified by current code. provisions. Design Parameters and Assumptions Used-. (Please check or complete the appropriate box.) 1.•FloridnBuilding Code 2004Edition _ASCEA=98 2-02-. 2. Building Design is (check one) Enclosed t/ Pnitially Enclosed Open Building t p ' 3. Building Height: X �J• 4. Wind Speed Used in Building Design: / 0 3 second gust 5. Wind Exposure Classiiiiatioli (refer to expn pre tables in Building Code identified in 1,ine #1): 1'�_ 6. Average Wind Velocity Pressure on,Lxterior Faces of Stntcture . Af, M. PST 7. Peak Wind Velocity Pressure on Exterior Faces ofStnlcture S. Importance/Use Factor (obtain from Building Code):. 9. Loads: Floor T PSF Roof/dead ?-S PST Root/live 3 0 PSF 10. Were Shear Walls Considered for Structure (check one): Yes No _(if No, attach explanation) 11. Is a Continuous Load Path Provided, (check one): Yes X No (if No, attach explanation) 12. ,Are Component an d Cladding Detail Provided (check one): Yes No _(if No, attach explanation) 13. Minimum Soil Bearing Pressure: A t A0 PSF As witnessed by my seal, I hereby certify that the information included with this certification is true and correct, to the best of my knowledge and belief. - Name* ci!dii t)lS � Certification#-. 1' 2oottS`t, Design Firm: Date: SLCCDV Form Ii 020-0 Product Review Affidavit St Lucie County, Public Works Department ��OR\OP Code Compliance Division The following products will be installed in the structure located at Fxcr su Yjj-.) E—.. F�3"a 4 Building Permit # 1 eo At t4 Owners Name LlottyL• rt;yr4?kf= Owner's Address 3�t, o F't 3332z Contractor Lat ttfif 5oNS Contractor's Address 4 LAyM VQ 1 a .V-Af� , F- a34L3 Product I *Product Rated esi Pressor Manufacturer Model Number Method of Attachment Windows Fill in the rated wind design pressures Iisted by the manufacturerfor each product listed 1st Choice & g� _ r I U -U44 2nd Choice w„o irced Glass 1st Choice 2nd Choice Glass (other) Butt Glass N Glass Block tiding Glass Doors 1st Choice t4tic- 2nd Choice w wmu•, wing Type Doors IstChoice snc�hy I 6L r° a°°vs`r+ro u Ir 2nd Choice w,w�=, Overhead Garage Doors 1st Choice sL5 -� 0.3 Ca 5l«"> x 1-Sla" E.AA Bois -� 2nd Choice Material Other Choice I W --I%V�LFUrAJItNtHSUHATTACHMENTS I have reviewed the above components and cladding, and have approved their 'provide adequate resistance to the wind loads and forces specified by current i Name: ><Ier Signature Design FrmA----p # bMerA ert. No.-4—R WIT WORK 6 EcrlOttS INSPECTORS THAT IN ORDER TO Date: 10 f 7,00 . ; FORM 60OA-2004 EnergyGauge® 4.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Buildinq Performance Method A Project ,ame: DUNBAR RESIDENCE Address: Lot: 162, Sub: PGA VILLAGE, Plat: City, State: PT. ST. LUCIE, Owner: Climate Zone: Central Builder: Permitting Office: Permit Number: Jurisdiction Number: 661200 I. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 60.0 kBtuthr _ 3. Number of units, if multi -family I _ SEER: 13.00 4. Number of Bedrooms 5 _ b. Central Unit Cap: 60.0 kBtu/hr A. Is this a worst case? No _ SEER: 13.00 _ 6. Conditioned floor area (ft') 4763 ft' _ c. N/A 7. Glass type and area: (Label regd. by 13-104.4.5 if not default) . a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a(Sngle Default) 404.0 ft' _ a. Electric Heat Pump Cap: 60.0 kBta/hr _ b. SHGC: HSPF: 8.00 _ (or Clear or Tint DEFAULT) 7b. (Clear) 404.0 ft' _ b. Electric Heat Pump Cap: 60.0 kBtu/hr 8. Floor types HSPF:8.00 a. Slab -On -Grade Edge Insulation R=0.0, 316.0(p) ft _ c. N/A _ b. N/A _ c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 80.0 gallons a. Concrete, Int Insul, Exterior R=4.1, 3017.0 ft' _ EF: 0.89 _ b. Frame, Wood, Adjacent R=11.0, 299.0 ft- _ b. N/A c. N/A _ d. N/A _ c. Conservation credits _ e. N/A _ (HR-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 4821.0 ft' 15. HVAC credits PT, _ b. N/A _ (CV -Ceiling fan, CV -Cross ventilation, c. N/A _ BF -Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Uric. Ret: Unc. AH: Attic Sup. R=6.0, 165.0 ft MZ-C-Multizone cooling, b. N/A _ MZ-H-Multizone heating) Glass/Floor Area: 0.14 Tot s-built points: 60270 PASS otal base points: 61684 I hereby certify that the plans d ecif ations covered by this calculation are in compli I t e Florida Energy Code.. PREPARED BY: DAX IAtereby,pertify that this buil g 5 tlesi ned, is in compliance with the Florida Energy Co OWNER/AGENT: _ DATE: Review of the plans and -HE ST specifications covered by this tip4 _ 4TFo calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. D00 WE tiRJ BUILDING OFFICIAL: DATE: 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2&4. EnergyGauge® (Version: FLRCSB v4.0) FORM 60OA-2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 162, Sub: PGA VILLAGE, Plat:, PT. ST. LUCIE, , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points .18 4763.0 25.78 22102.2 Single, Clear N 1.0 7.5 126.0 30.19 0.99 3757.2 Single, Clear N 1.0 6.0 24.0 30.19 0.98 706.9 Single, Clear S 1.0 9.5 64.0 48.22 0.99 3054.4 Single, Clear S 1.0 10.5 66.0 48.22 0.99 3162.9 Single, Clear S 1.0 8.5 36.0 48.22 0.99 1716.0 - Single, Clear S 19.0 10.5 14.0 48.22 0.50 338.3 Single, Clear E 1.0 8.0 76.0 63.97 0.99 4816.4 Single, Clear NE 1.0 8.0 12.0 47.10 0.99 561.0 Single, Clear SE 1.0 8.0 12.0 61.07 1.00 729.8 Single, Clear E 11.0 8.0 16..0 63.97 0.46 469.3 Single, Clear W 1.0 8.0 - 36.0 57.68 0.99 2057.8 Single, Clear W 19.0 10.5 48.0 67.68 0.43 1203.0 Single, Clear W 1.0 11.5 10.0 57.68 1.00 574.1 Single, Clear SW 1.0 8.0 48.0 56.99 0.99 2718.7 Single, Clear NW 1.0 8.0 24.0 40.72 6.99 970.4 Single, Clear - W 1.0 10.0 58.0 57.68 0.99 3327.3 As -Built Total: 670.0 30153.3 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 299.0 0.70 209.3 Concrete, Int Insul, Exterior 4.1 3017.0 1.18 3660.1 Exterior 3017.0 1.90 5732.3 Frame, Wood, Adjacent 11.0 299.0 0.70 209.3 Base Total: 3316.0, 5941.6 As -Built Total: 3316.0 3769.4 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 24.0 1.60 38.4 Exterior Insulated 48.0 4.80 230.4 Exterior 48.0 4.80 230.4 Adjacent Insulated 24.0 1.60 38.4 Base Total: 72.0 268.8 As -Built Total: 72.0 268.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 4763.0 2.13 10145.2 Under Attic 30.0 4821.0 2.13 X 1.00 10268.7 Base Total: 4763.0 10145.2 As -Built Total: 4821.0 10268.7 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 316.0(p) -31.8 -10048.8 Slab -On -Grade Edge Insulation 0.0 316.0(p -31.90 -10080.4 Raised 0.0 0.00 0.0 Base Total: .10048.8 As -Built Total: 316.0 .10080.4 EnergyGauge® DCA Form 60OA-2004 EnergyGaugeOFIaRES'2004 FLRCSB v4.0 - FORM 60OA-2004 EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 162, Sub: PGA VILLAGE, Plat:, PT. ST. LUCIE, , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points _ Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 4763.0 5.86 5024.0 Single, Clear N 1.0 7.5 126.0 15.07 1.00 1895.2 Single, Clear N 1.0 6.0 24.0 15.07 1.00 360.8 Single, Clear S 1.0 9.5 64.0 9.90 0.99 630.3 Single, Clear S 1.0 10.5 56.0 9.90 1.00 650.3 Single, Clear S 1.0 8.5 36.0 9.90 0.99 354.3 - .Single, Clear S 19.0 10.5 14.0 9.90 2.20 304.8 Single, Clear E 1.0 8.0 76.0 12.37 1.01 945.0 Single, Clear NE 1.0 8.0 12.0 14.70 1.00 176.5 Single, Clear SE 1.0 8.0 12.0 10.59 1.01 128.4 Single, Clear E 11.0 8.0 16.0 12.37 1.22 241.7 Single, Clear W 1.0 8.0 36.0 13.25 1.00 476.7 -. Single, Clear W 19.0 10.5 48.0 13.25 1.11 704.7 Single, Clear W 1.0 11.5 10.0 13.25 1.00 132.4 Single, Clear SW 1.0 8.0 46.0 11.59 1.00 558.1 Single, Clear NW 1.0 8.0 24.0 14.97 1.00 350.9 Single, Clear W 1.0 10.0 58.0 13.26 1.00 767.9 As -Built Total: 670.0 6686.0 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 299.0 1.80 538.2 Concrete, Int Insul, Exterior 4.1' .3017.0 3.31 9971.2 Exterior 3017.0 2.00 6034.0 Frame, Wood, Adjacent 11.0 299.0 1.80 538.2 Base Total: 3316.0 6572.2 As -Built Total: 3316.0 10509.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 24.0 4.00 96.0 Exterior Insulated ` 48.0 5.10 244.8 Exterior 48.0 5.10 244.8 Adjacent Insulated 24.0 4.00 96.0 Base Total: 72.0 340.E As -Built Total: 72.0 340.8 ,. CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 4763.0 0.64 3048.3 Under Attic 30.0 4821.0 0.64X 1.00 3085.4 Base Total: 4763.0 3048.3 As -Built Total: 4821.0 3085.4 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 316.0(p) -1.9 -600.4 Slab -On -Grade Edge Insulation 0.0 316.0(p 2.50 790.0 Raised 0.0 0.00 0.0 Base Total: -600.4 As -Built Total: 316.0 790:0 EnergyGauge® DCA Form 600A-2004 EnergyGauge01/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lot: 162, Sub: PGA VILLAGE, Plat, PT. ST. LUCIE, , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. . Floors 606.1.ABC.1.2.2 Penetrations/openings >1/6" sealed unless backed by truss orjoint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams Ceilings 506.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additicinal Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. bA-22 U 1 HtK IYKtSGKIP I IVE MtA5UKE5 (must be met Or eXCeeae0 by all reSlOenCeS.) COMPONENTS SECTION REQUIREMENTS Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked cir breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1. 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. CHECK EnergyGaugeT DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 Short Form Entire House SANSONE CORPORATION 590 GOOLSBY BLVD., DEERFIELD BEACH, FL 33442 Phone: (954) 428-8919 Fax: (954) 428-1405 Web: W W W.SANSONE-AC.COM Project Information For: DUNBAR RESIDENCE LOT 162 @PGA VILLAGE, Job: Date: Jul 26, 2006 By: Design Information Htg Clg Infiltration Outside db (OF) 42 90 Method Simplified Inside db (OF) 70 75 Construction quality Average Design TD (OF) 28 15 Fireplaces 0 Daily range - L Inside humidity (%) 50 Moisture difference (gr/lb) 61 HEATING EQUIPMENT Make n/a Trade We Model Na Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat n/a 0 Btuh 0 OF 0 cfm 0.000 cfm/Btuh 0.00 in H2O n/a COOLING EQUIPMENT Make n/a Trade n/a Cond n/a Coil n/a Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio n/a 0 Btuh 0 Btuh 0 Btuh 0 cfm 0.000 cfm/Btuh 0.00 in H2O 0.00 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) A/C 2 2533 41828 33864 1737 1737 (Rest of House) 2230 29723 33932 1717 1717 Entire House 4763 71550 67796 3454 3454 Other equip loads 0 0 Equip. @ 0.95 RSM 64406 Latent cooling 14033 �- -1€ 4763 71550 78439 3454 3454 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Right -Suite Residential 6.0.22 RSR27180 S:1Levift and SonslTraditionslDeslgn Files\DUNBAR.rrp Calc=MJB Orientation=N 09:05:15 Page 1 Short Form aC2 SANSONE CORPORATION 59D GOOLSBY BLVD.. DEERFIELD BEACH, FL 33442 Phone: (954) 428-8919 Fax: (954) 428-1405 Web: W W W.SANSONE-AC.COM For: DUNBAR RESIDENCE LOT 162 @PGA VILLAGE, Job: Date: Jul 26, 2006 By: Design• • Htg Clg Infiltration Outside db (OF) 42 90 Method Simplified Inside db (OF) 70 75 Construction quality Average Design TD (OF) 28 15 Fireplaces 0 Daily range - L Inside humidity (°/a) 50 Moisture difference (gr/lb) 61 HEATING EQUIPMENT Make CARRIER Trade Model 25HBA360 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat B HSPF 0 Btuh @ 470F 0 OF 1737 cfm 0.042 cfm/Btuh 0.00 in H2O COOLING EQUIPMENT Make CARRIER Trade Cond 25HBA360 Coil FY4ANB060 Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 13 EER 39550 Btuh 16950 Btuh 56500 Btuh 1737 cfm 0.051 cfm/Btuh 0.00 in H2O 0.75 ROOM NAME Area (ft2) Htg load (Btuh) _ Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) MASTER BED 545 8954 9656 372 495 MASTER BATH62 420 9533 7800 396 400 MASTER TOILET 36 1000 506 42 26 MASTER WIC 1 99 1349 579 56 30 MASTER WIC 2 ' 54 53 120 2 6 BED 2 182 2896 1960 120 101 BATH 2 84 966 570 40 29 BED 2 WIC 56 55 124 2 6 BED 3 225 2981 2056 124 105 BATH 3 96 977 596 41 31 BED 3 WIC 42 688 273 29 14 BED 4 225 3023 2056 125 105 BED 4 WIC 54 484 240 20 12 BATH 4 70 928 509 39 2 BED 5 240 6589 6112 274 BED 5 WIC OATu 9 42 co 41 neon 93 cne _p$ee 1.1 �A9 Fyn OOJJ C_ o� Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Right -Suite Residential 6.0.22 RSR2718D S:Ievitt and SonsWradltionslDesign FilesIDUNBAR.rrp Calc = MJ8 Orlentation = N 20D6-Aug-16 09:05:15 Page 2 A/C 2 2533 41828 33864 1737 1737 Other equip loads 2217 1188 Equip. @ 0.95 RSM 33299 Latent cooling 11555 1C�J ] AA/lAC - -AAOCA A777 A777 IUTALJ L 0 lluYJ 11 11J1 .1-1 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Right -Suite Residential 6.0.22 RSR27180 2006-Aug-16 09:05:15 S:\Levitt and SonsWraditions0esign FilesMUNBAR.np Calc= MJ8 Orientation = N Page 3 •y Short Form Job: Date: Jul 26, 2006 (Rest of House) By: SANSONE CORPORATION 590 GOOLSBY BLVD., DEERFIELD BEACH, FL 33442 Phone: (954) 428-8919 Fax: (954) 42B-1405 Web: W W W.SANSONE-AC.COM Project• • For: DUNBAR RESIDENCE LOT 162 @PGA VILLAGE, Design• • Htg Clg Infiltration Outside db (OF) 42 90 Method Simplified Inside db (OF) 70 75 Construction quality Average Design TD (OF) 28 15 Fireplaces 0 Daily range L Inside humidity (%) 50 Moisture difference (gr/lb) 61 HEATING EQUIPMENT . Make CARRIER Trade Model 25HBA360 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8 HSPF 0 Btuh @ 47°F 0 OF 1717 cfm 0.058 cfm/Btuh 0.00 in H2O COOLING EQUIPMENT Make CARRIER Trade Cond 25HBA360 Coil FY4ANB060 Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 13 EER 39550 Btuh 16950 Btuh 56500 Btuh 1717 cfm 0.051 cfm/Btuh 0.00 'in H2O 0.78 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (Cfm) (cfm) LIVING/FOYER 442 7173 11700 414 592 DEN 224 3648 2226 211 113 DINING 270 3270 4229 189 214 PANTRY 36 35 82 2 4 PWDR ROOM 42 41 96 2 5 LAUNDRY 117 1801 954 104 48 KITCHEN 483 3275 3995 189 202 FAMILY 616 10478 10651 605 539 (Rest of House) 2230 29723 33932 1717. 1717 Other equip loads 3307 1772 Equip. @ 0.95 RSM 33919 Latent cooling 9977 IOTA LS 2230 33030 43895 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Right -Suite Residential 6.0.22 RSR27180 SAI-evitt and SonslTradltionslDesign FllesMUNBAR.np Calc = MJ8 Orientation = N 2006-Aug-16 09:05:15 Page 4 Ri ht-J Multizone Summa Re ort Job: 9 ry P Date: Jul 26, 200s By: SANSONE CORPORATION 590 GOOLSBY BLVD., DEERFIELD BEACH, FL 33442 Phone: (954) 4264M919 Fax: (954) 428-1405 Web: W W W.SANSONE-AC.COM Heating Cooling ZONE NAME Volume ACH AVF HTM Volume ACH AVF HTM UP) (cfm) (Btuhlf 2) (ft ) (cfm) (Btuh/ft') A/C 2 27485 0.36 165 2.0 27485 0.19 88 0.6 (Rest of House) 26370 0.20 87 2.0 26370 0.11 46 0.6 Entire House 53855 0.28 251 2.0 53855 0.15 135 0.6 ROOM NAME Area (fP) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) . Clg AVF (cfm) MASTER BED 545 8954 9656 372 495 MASTER BATH62 420 9533 7800 396 400 MASTER TOILET 36 1000 506 42 26 MASTER WIC 1 99 1349 579 56 30 MASTER WIC 2 54 53 120 2 6 BED 2 182 2896 1960 120 101 . BATH 2 84 96.6 570 40 29 BED 2 WIC 56 55 124 2 6 BED,3 225 2981 2056 124 105 BATH 3 96 977 596 41 31 BED 3 WIC 42 688 273 29 14 BED 4 225 3023 2056- 125 105 BED 4 WIC 54 484 240 20 12 BATH 4 70 928 509 39 26 BED 5 240 6589 6112 274 313 BED 5 WIC 42 41 93 2 5 BATH 5 63 1310 613 54 31 A/C 2 2533 44045 33864 1737 1737 LIVING/FOYER 442 7173 11700 414 592 DEN 224 3648 2226 211 - 113 DINING 270 3270 4229 189 214 PANTRY 36 35 82 2 4 PWDR ROOM 42 41 96 2 5 LAUNDRY 117 1801 954 104 48 KITCHEN 483 3275 3995 189 202 FAMILY 616 10478 10651 605 539 (Rest of House) 2230 33030 33932 1 1717 1717 Entire House 4763 71550 67796 4157 4157 Right -Suite Residential 6.0.22 RSR27180 S:\Levift and Sons\Tmdi9ons\Deslgn Files\DUNBAR.np CaIc=MJ6 Orlentabon=N 2006-Aug-16 09:05:15 Page 1 f TRUSS '77 C, . 4922 Dyer-Soulevard I West Palm Beach, FL 3aAo 561-848-eS-".a 1 baj-842-5a l8(ia :) / Boo-z32-Oa "g � ProjectName� and Address:!GA� Ge�1'GAt L LAGE Occupancy Lot: (o Z Block: Gauniy: S T Truss Company: Southern Building Products, Inc, Truss* Engineering Program: Mitek Engineering Contractor/ Builders, �Tz y 17 T Model:-hU �,i_BNk REFS �ZSFR . Multi -Family Commercial STATEMEM: I certify that the engineering far thp;truss listed an the Building code 1997 and FB0200 4' The truzzisysiam.has attached Index sheet have been designed and checked for compliance with the Standard haen designed to pF the fallawing provisions: provide adequate ROOF . resistance to wind load and forces as requird by arte OOP, Design criteria: gscE 7 az; __MPH Top chard Gve.laad: 2Op,S.F Tap cha kre laad:_p,g ^ Engineer: Stephen NV. Warter . Tap chard dead, load: -P.S.F Botom chard live load: � P,S.F Tap chard de load: Hotiom chard live S.F P.S.F. Address: 4922 Dyer Blvd Bottom chard dead load: 0 P.S.F Bottom chord d I ad West Palm Beach, FL 33407 Duration factor 1 7.5 ➢ an Factor, Mean Height: -AL, , rrl' id.d psr bottom chard live load nonconcu,rentvdlh any atherlive loads. Exposure:_] This is an index sheet submitted in accordance with tthe ➢epartment of Professional Engineering, Tallahassee, FL Engineering sties s ar Photocopies of the original design and approved by me. No. Truss ID Na, Truss ID Na. Truss ID No. Truss ID Na. Truss 10 Na. Truss ID 1 20 2 39 158 ;A I 77 9s J 21 40 59 i 78 1 97 c{�. 3 2 41 Ipvt aao u P3A 79 98 c} ' 04 1\ 23 is 142. fii 80' ga 24 (, 43 62 I 7 1 81 - 100 - fi I 25 4"; - 63 JL4 82 101 (o ff 28 -" Z 145 D 64 83 1 7 1 102 (1 8 77 I J 46 j .I 96 I J 84 G.-iA 11o3 9 28 1 47 4 166 1 ,1 a 85 1 104 1 10 �j 2g 48 I 1 67 G 186 105 s 11 301 42 J 168 1 87 1106 12 f 13 1 31 1 50 (0 1 69 1 1 88 1 -- 107 (d 1 132 I 2 151 1l 170 1 I89 I — 1108 3� I 52 71 I Qa I '-- 1091 Z� 15 1 V I 2_ 63 I 72 3 i l t7 1110 . & 1s 1' 35 54 _ 173 I 102 1 P& 111 — 174 Z 35 I 155 / O 174 931 tAlVl3 I,12 18 I Ctil2' "I 37 1 56 I v 'Z ) 75 1 qn �I 1113 J 19 76 I a5 I 1pl2 1 id1°4 ^' "'e''=== Cy ❑I;i 5221, I tiefEOy Ge i(,� rllat CIE E9DYE Illlarr rla7arl y � Ia -,re a. id CarC�kr,.7. the 12c5t. ar MY ;ffja't1le'-Ge and belies. Name: ui<ahe., W. Yi £ii2r {.ic -55?395 _ oar.=: NOV 0 8 2006 TRUss sa tt � BUI]d�tllz1 FrOducts COMPANIES � 22 Dyer 3 Inc, • � g�� y r Boulevard /West Palm Beam, FL 33407 v 5fi1-848-66=!fi / 561-842-5678(f2 ) / 800-232-0509 Project laame and Address: 4, EBFz Occupancy - f�SFR ,r Lot: u,,`Z Block: Ccunty:ST j to ui Truss Company: Southern Building Products, Inc, Multi -Family Truss Engineering Program: Mitek Engineering Commercial Contractor / Builders:_L .F.y i Y T Model:_x A {g n c STATEMENT: I certify that the engineering for the truss fisted on the attached index sheet have been designed and checked for compliance with the Standard Building code 1957 and FBC200 4: -,he truss system has been designed to provide.adequate resistance to wind load and forces as required rd one of the fallowing provisions: ROOF Design criteria: gsce -oz; Q _MPH Top chard live load: 20 P,S,F Tap and IOve load: F Top chord dead load:— g Stephen ll. Svlfter Bottom chord live load:WP.S.F Batt mcchord ad to _p,g,F En ineer; p Address: 4922 Dyer Blvd Bottom chord dead load:—QP.S.F Bottom cho ead load: P S F West Palm Beach, FL 33407 Duration factor: uration Factor._ Mean Height �� , 1 , Exposure: SY �o.a pst bottom chord Rve toad nonconanentwTh any ao.rrm. loads. This is an index sheet submitted in accordance with the Department of Professional Engineeedring, Tallahassee, FL. Engineering sheets are photocopies of the original design and approved by me. 115 vu• irusslu 134 No. Truss ID I No. Truss ID No. TrusslD No, 116 135 153 154 172 191 1 216 117 136 155 173 174 192 1 211 118 137 56 i 175 193 212 119 1138 1176 194 1 213 120 139 08 177 195 1 214 121 1 140 i r 159 1 178 196- 215 122 — 141 160 179 197 216 123 I t_1. Q le) _ 198 1 217, 0�2- 127 I 1.165 18^ 203 12 166 ? J'j 204 1 12222283 187 1 186 2os 224 188 187131 225 188 1226132 51 670 13208 77r152 171 1 1 19Awinam/ ealI:iE)y CEUi/ that the abar iiamatienIs true andcpFretI tthe 2i bcsi of my knowiadge and belief. UQ l..',=3a5 oat -Nov 01.118,, 2(0;066 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT CONSTRUCTION PERMIT FOR: [ X ]New System ( ]Existing System [ ]Holding Tank [ ] [,� ]Repair [ ]Abandonment [ ]Temporary [ ] CENTRAX #: 56-SF-09025 DATE PAID: FEE PAID $ RECEIPT OSTDSNBR 06-0416- -N i« APPLICANT: Dunbar, Lionel AGENT:JULIAN MOORIS PROPERTY STREET ADDRESS: 8323 Calumet Ct Fort Pierce FL 34947 Innovative Other LOT: 162 BLOCK: SUBDIVISION: Sabal Creek II [Section/Township/Range/Parcel No.] PROPERTY ID #: 28-36S-39E- [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 64E-6,FAC DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC TIME PERIOD. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS' PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM CbMPLIANCE WITH OTHER FEDERAL, STATE OR LOCAL PERMITTING REQUIRED FOR PROPERTY DEVELOPMENT. SYSTEM DESIGN AND SPECIFICATIONS T [ 1350 ]Gallons SEPTIC TANK A [ 0 ]Gallons N [ 0 ]GALLONS GREASE INTERCEPTOR CAPACITY K [ 0 ]GALLONS DOSING TANK CAPACITY [ 0 MULTI-CHAMBERED/IN SERIES: [Y ] MULTI-CHAMBERED/IN SERIES: [Y ] ]GALLONS (9? [0 ]DOSES PER 24 HRS # PUMPS[ 0 ] D [ 750 ] SQUARE FEET PRIMARY DRAINFIELD SYSTEM 5-)C 13 CAN-P„✓/'0Lp0`i R [ 0 ]SQUARE FEET SYSTEM A TYPE SYSTEM: [ N ]STANDARD [ N ]FILLED I CONFIGURATION: [ Y ]TRENCH [ N ]BED N F LOCATION TO BENCHMARK: Nail In C/L of Road ® North P/L I ELEVATION OF PROPOSED SYSTEM SITE [ ] [.INCHES E BOTTOM OF DRAINFIELD TO BE [ 10.0 ] [ INCHES L M [ Y ]MOUND [ N ] [ N ] ][ ABOVE] BENCHMARK/REFERENCE ] [ ABOVE ] BENCHMARK/REFERENCE D, FILL REQUIRED:[ 24.0 ]INCHES EXCAVATION REQUIRED: [184.0 ] INCHES OTHER REMARKS: r.r A The licensed contractor installing the system is responsible for installing%V_minimum category of tank in accordance with s. 64E-6.013(3)(f), FAC. Home stubout invert to be 22 inches above benchmark. Excavate 54'xl9'x7' deep. ..A17. wells must be installed and marked.[SE] Estimated WSWT determined from USDA Soil Conservation Svc soil survey of SLC & existing BDF elevations of surrounding properties. :System configuration using 63 infiltrator Q4 EQ36 units SPECIFICATIONS BY: HANSON, JOHN TITLE: APPROVED BY: Hanson, John 4 TITLE: Environmental St. Lucie CHD DATE ISSUED: 10/9/06 DH 4016, 03/97 (Obsoletes previous editions which may not be used) (Stock Number: 5744-001-4016-0) lostas_cone 4016-1] EXPIRATION DATE: 4/9/08 I� Page 1I 4f'.-_= STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE DISPOSAL SYSTEM 0.�� ��' SITE EVALUATION AND SYSTEM SPECIFICATIONS 4 PPLICANT: Dunbar, Lionel AGENT: JULIAN MOORIS LOT: 162 BLOCK: ,r CENTRAX #: 56-SF-09025 OSTDSNBR : 06-0416-N SUBDIVISION: Sabal Creek II ID#: 28-36S-39E- TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEER'S MUST PROVIDE RFCTSTRATION TMB R AND T N C A A H PA OF S MTTTAT OMP T AT TT MR PROPERTY SIZE CONFORMS TO SITE PLAN: [X]YES [ ]NO NET USABLE AREA AVAILABLE: 1.08 ACRES TOTAL ESTIMATED SEWAGE FLOW: 600 GALLONS PER DAY [64E-6, TABLE 11 AUTHORIZED SEWAGE FLOW: 2700 GALLONS PER DAY [1500GPD/ACRE OR 2500GPD/ACRE] UNOBSTRUCTED AREA AVAILABLE: 2000 SQFT UNOBSTRUCTED AREA REQUIRED: 1500 SQFT BENCHMARK/REFERENCE POINT LOCATION: Nail In C/L of Road W North P/L ELEVATION OF PROPOSED SYSTEM SITE IS 4.00 [ INCHES ] [ ABOVE ]BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES: PJJRFACE WATER: N/A FT DITCHES/SWALES: 15 FT NORMALLY WET? [ ]YES [ X ]NO' WELLS: PUBLIC: N/A FT LIMITED USE: N/A FT PRIVATE: 75 FT NON -POTABLE: 50 FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 10 FT POTABLE WATER LINES: 10 FT SITE SUBJECT TO FREQUENT FLOODING: [ ]YES [ X ]NO 10 YEAR FLOODING? [ ]YES [ X ]NO 10 YEAR FLOOD ELEVATION FOR SITE: 0 FT NGVD SITE ELEVATION: 0 FT NGVD SOIL PROFILE INFORMATION SITE 1 Munsell #/Color Texture Depth inYR-1/7-ynr- RN Randy rlay n to 4 lnvg-R/l-ry Rina Rand 4 to R l nVR- r/a-T. V RN Sanely rl ay R to 1 R 1 nVR-4/1-RN Rine Rnn,9z T.n 1R to 74 l nvR -9/1_ry Sandy clay 74 to 79 lnVR-6/1-r-y Rafnsal 76 to 7R _R to to, USDA SOIL SERIES: 50 Waveland fin SOIL PROFILE INFORMATION SITE 2 Munsell #/Color Texture Depth I0VR-1/7-Vnr RN qnnrly rl ay n to 4 1nVR-S/1-QV Rino Rand 4 to R InYR-6/4-T. V RN Ran r1my R to 1R 1nVR-4/1-RN Vino Randy T.n 1R to 74 10YR-6/1-GY Sanely rl ay 74 to 79 lnVR-B/l-rV Rof,+eal 76 to USDA SOIL SERIES: OBSERVED WATER TABLE: 20.00 INCHES [ BELOW ] EXISTING GRADE TYPE: ARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION:18.00 INCHES [ BELOW ] EX GRADE. HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [ ]YES [X]NO DEPTH: 0.0 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING:Fine Sand/0.80 DEPTH OF EXCAVATION:84.0 INCHES DRAINFIELD CONFIGURATION: [ X ]TRENCH [ ]BED [ ]OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA: Estimated WSWT determined from USDA Soil Conservation Svc soil survey of SLC & existing BDF-elevations of surrounding properties. SITE EVALUATED BY: JOHN HANSON DATE: 9/12/06� DH 4015, 03/97 (Obsoletes previous editions which may not be used) (Stock Number: 5744-003-4015-1) [ostds_eval_4015-3] Page 3 of 3 9,. STATE OF FLORIDA DEPARTMENT OF HEALTH p ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM APPLICATION FOR CONSTRUCTION PERMIT PERMIT NO. DATE PAID: FEE PAID: RECEIPT #: APPLICATION FOR: [x ] New System I ] Existing System [ ] Holding Tank [ ] Innovative [ ] Repair [ ] Abandonment [ ] Temporary [ ] r APPLICANT: LIONEL DUNBAR AGENT: Arcadia TELEPHONE: 878-1700 MAILING ADDRESS: 590 NW Peacock Blvd. Suite 10, Port St. Lucie, F1. 34986 ------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------ TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUANT TO 489.105(3)(m) OR 489.552, FLORIDA STATUTES. IT IS THE APPLICANT'S RESPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR PLATTED (MM/DD/YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS. PROPERTY INFORMATION LOT: 162 BLOCK: N/A SUBDIVISION: SABAL CREEK PHASE IV PLATTED: 07-10-85 PROPERTY ID #: 3328-701-0015-000-6 ZONING: AR-1 I/M OR EQUIVALENT: [ Y / N ] PROPERTY SIZE: 1.08 ACRES WATER SUPPLY: [ ] PRIVATE PUBLIC [x]<=2000GPD [ ]>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y / N ] DISTANCE TO SEWER: FT PROPERTY ADDRESS: 8323 Calumet Court DIRECTIONS TO PROPERTY: Glades Rd SWLY to Reserve Blvd, East to Reserve Blvd to Sable Creek Drive, Sw1V on Saddlebrook Drive to Calumet Court, South on Calumet Court 300 +/- to r u BUILDING INFORMATION [ x ] RESIDENTIAL [ ] COMMERCIAL ' Unit TypeofNo. 1 of Building Commercial/Institutional System Design No Establishment Bedrooms Area Saft Table 1 Chapter 64E-6 FAC A/C SF: 4763 (] 1 Single Family Residence 5 Total: 6275 C1 2 r I 3 [ ] Floor/Equipment Drains [ ] Other (Specify) m"_ SIGNATURE: c1t� DATE: 8/14/06 DH 4015, 10/97 Editions May Be Used) Page 1 of 4 JOB#:B542 STATE OF FLORIDA PERMIT #. DEPARTMENT OF HEALTH p ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS APPLICANT: LIONEL DUNBAR AGENT: Arcadia LOT: 162 BLOCK: N/A SUBDIVISION: SABAL CREEK PHASE IV PROPERTY ID #: 3328-701-0015-000-6 [Section/Township/Parcel No. or Tax ID Numb TO BE COMPLETED BY ENGINEER, HEALTH DEPARTEMENT EMPLOYEE,OR OTHER QUALIFIED PERSON. ENGINNEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: [X] YES [ ] NO NET USABLE AREA AVAILABLE: 0. 61 ACRES TOTAL ESTIMATED SEWAGE FLOW: GALLONS PER DAY [RESIDENCES -TABLE 1/OTHER- TABLE21 AUTHORIZED SEWAGE FLOW: GALLONS PER DAY [1500 GPD/ACRE OR 2500 GPD/ACRE] UNOBSTRUCTED AREA AVAILABLE: SQFT UNOBSTRUCTED AREA REQUIRED: Si BENCHMARK/REFERENCE POINT LOCATION: P.R. Nail & Disk in C/L Of Road @ North Property Line ELEVATION OF PROPOSED SYSTEM SITE IS 0.3 [FT] [BELOW] BENCHMARK e THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER:75 FT DITCHES/SWALES: 15 FT NORMALLY WET? [ ] YES [x] WELLS: PUBLIC:200 FT LIMITED USE:100 FT PRIVATE: 75 FT NON -POTABLE: 50 BUILDING FOUNDATIONS: FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 10 SITE SUBJECT TO FREQUENT FLOODING: [ ] YES [x] NO 10 YEAR FLOODING? [ ] YES [ ] NO 10 YEAR FLOOD ELEVATION FOR SITE: FT MSL/NGVD SITE ELEVATION:24.2 FT MSL/N( SOIL PROFILE INFORMATION SITE 1 MUNSELL #/COLOR TEXTURE DEPTH TO TO TO TO ` TO TO TO TO TO USDA SOIL SERIES: SOIL PROFILE INFORMATION SITE 2 MUNSELL #/COLOR TEXTURE DEPTH TO TO TO TO TO TO TO USDA SOIL SERIES: OBSERVED WATER TABLE: INCHES [ABOVE / BELOW] EXISTING GRADE. TYPE:[PERCHED / APPARE: ESTIMATED WET SEASON WATER TABLE ELEVATION: INCHES [ABOVE / BELOW] EXISTING GR HIGH WATER TABLE VEGETATION: ( ] YES [ ] NO MOTTLING: [ ] YES [ ] NO DEPTH: INC. SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: DEPTH OF EXCAVATION: INC] 2)RAINFIELD CONFIGURATION: [ ] TRENCH [ ] BED [ ] OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA: SITE EVALUATED BY: \�_,—D ti ��-- DATE: 8/14/06 DH 4015, 10/96 (Replaces HRS-"Fbrm 4015 [page 33 which may be used) Page 3 of JOB#:B542 6 4. STATE OF FLORIDA r i ' DEPARTMENT OF HEALTH p ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: [x ] New System [ ) Existing System [ ] Holding Tank I ] Repair I ] Abandonment [ ] Temporary APPLICANT: AGENT: Arc PERMIT NO. DATE PAID: 3 FEE PAID: /Q7 _(— RECEIPT #: [ ] Innovative C ] TELEPHONE: 878-1700 - MAILING ADDRESS: 590 NW Peacock Blvd. Suite 10, Port St. Lucie, F1. 34986 -------------------------------------------------------------------------------------- TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUANT TO 489.105(3)(m) OR 489.552, FLORIDA STATUTES. IT IS THE APPLICANT'S RESPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR PLATTED (MM/DD/YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS. PROPERTY INFORMATION LOT: 162 BLOCK: N/A SUBDIVISION: SABAL CREEK PHASE IV PLATTED: 07-10-85 PROPERTY ID #: 3328-701-0015-000-6 ZONING: AR-1 I/M OR EQUIVALENT: [ Y / N ] PROPERTY SIZE: 1.08 ACRES WATER SUPPLY: [ ] PRIVATE PUBLIC [x]<=2000GPD [ 1>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y / N ] DISTANCE TO SEWER: FT PROPERTY ADDRESS: 8323 Calumet Court DIRECTIONS TO PROPERTY: Glades Rd SWLY to Reserve Blvd, East to Reserve Blvd to Sable Creek Drive, Swly on Saddlebrook Drive to Calumet Court, South on Calumet Court 300 +/- to property on left , BUILDING INFORMATION ( x ] RESIDENTIAL [ ] COMMERCIAL Unit Type of No. of Building Commercial/Institutional S �em Design No Establishment Bedrooms_ Area Soft Table 1, Chapter 64E-6. le, .. :` F:x`A/C SF: 4763 � 1 iSingle Familv Residence f' 5 Total: 6275 E 3 4 [ ] Floor/Equipment Drains SIGNATURE: [ ] Other (Specify) DH 4015, 10/97�revious aditione May Be Used) DATE: 8/14/06 Page 1 of 4 JOB#:B542 9 STATE OF FLORIDA PERMIT #. DEPARTMENT OF HEALTH p ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS APPLICANT: LIONEL DUNBAR AGENT: A" LOT: 162 BLOCK: N/A SUBDIVISION: SP.BAL CREEK PHASE IV PROPERTY ID #: 3328-701-0015-000-6 [Section/Township/Parcel No. or Tax ID Num[ TO BE COMPLETED BY ENGINEER, HEALTH DEPARTEMENT EMPLOYEE,OR OTHER QUALIFIED PERSON. ENGINNEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: [X] YES [ ] NO NET USABLE AREA AVAILABLE:0.61 ACRES TOTAL ESTIMATED SEWAGE FLOW: GALLONS PER DAY [RESIDENCES -TABLE 1/OTHER- TABLE23 AUTHORIZED SEWAGE FLOW: GALLONS PER DAY [1500 GPD/ACRE OR 2500 GPD/ACRE] UNOBSTRUCTED AREA AVAILABLE: SOFT UNOBSTRUCTED AREA REQUIRED: BENCHMARK/REFERENCE POINT LOCATION: P.R. Nail & Disk in C/L Of Road 0 North Property Line ELEVATION OF PROPOSED SYSTEM SITE IS 0.3 [FT] [BELOW] BENCHMARK THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER:75 FT DITCHES/SWALES: 15 FT NORMALLY WET? ( ] YES [x] WELLS: PUBLIC:200 FT LIMITED USE:100 FT PRIVATE: 75 . FT NON -POTABLE: 50 BUILDING FOUNDATIONS: FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 10 SITE SUBJECT TO FREQUENT FLOODING: [ ] YES [x] NO 10 YEAR FLOODING? [.] YES [ ] NO 10 YEAR FLOOD ELEVATION FOR SITE: FT MSL/NGVD SITE ELEVATION:24.2 FT MSL/Ni SOIL.PROFILE INFORMATION SITE 1 MUNSELL #/COLOR TEXTURE DEPTH TO TO TO TO TO TO TO TO TO USDA SOIL SERIES: OBSERVED WATER TABLE: INCHES [ABOVE / ESTIMATED WET SEASON WATER TABLE ELEVATION: HIGH WATER TABLE VEGETATION: [ ] YES [ ] NO SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: BRAINFIELD CONFIGURATION: [ ] TRENCH. [ ] REMARKS/ADDITIONAL CRITERIA: SITE EVALUATED BY SOIL PROFILE INFORMATION SITE 2 MUNSELL #/COLOR TEXTURE' DEPTH TO TO TO TO TO TO TO TO TO USDA SOIL SERIES: BELOW] EXISTING GRADE. TYPE: [PERCHED / APPARE INCHES [ABOVE / BELOW] EXISTING GR MOTTLING: [ ] YES [ ] NO DEPTH: ' INC BED DEPTH OF EXCAVATION: [ ] OTHER (SPECIFY) : 8/14/06 INC DH 4015, 10/96 (Replaces HRS-�Fbrm 4015 [page 31 which may be used) Page 3 of JOB#:B542 15.1 rs.7 x9r �'=la•t cvs�'1 T=1 ee aptrcaak Nei U iReaO. FiMEn te*h�Ctin Cw. n et a.rrua lemma a:lcwrtsaap Perna. J naaEaQ has peM w q b �roa ns CHCiUHCEI' 14ILLIriHS 77=4_r=F7E4 STATE OF FLORIDA PERMIT APPLICATION TO CONSTRUCT, REPAIR, MODIFY, OR ABANDON A WELL Southwest O Northwest THIS FORM MUST BE FILLED OUT COMPLETELY. C SL Johns River The wirer wel CLnfractor is raponvae forcomprebhg this 0 South Florida rom, and forwarding the pemaT to the apprepdefe delegated D Suwannee River Coomy mem appaeaNe. CHECK BOX FOR APPROPRIATE DISTRICT 2. A $32 PA16E3 Permit No. Septic No - Permit Stir 62•524 well ❑ CW wp Appliation'Na. -4 ? . ").( (y . c�' (e �Dd3b,tiG/1it0u 4.5 /orsEiofSsce .,:eresJ tuar.m r/k--em �-Of'{•' t�i /C `-i i-. r l 1 S ! 5. Township Range C;-j r State l P s Subdivision Name Lot Block UfA ?. Numter of proposed wells, 6 _ - Check the use of well: smeatic (Res. Home) ^ Monitor V (Residential) 1. gabon (Business) Public Water Supply (Buslness) List other CDs, rce horn septic system it. t Distance from foundation cd S }t. a Grp qf�v Cfaal Est-ated start Of construction date Ib -.)3-0 C.r Plumbing connection: 1 p 8. AppTcaaon for: ✓ New Construction Repair/Modify OC I O p�yl np __Abandonment (Reason for abandonment L. S. Es�ma!ed: Well Depth LaO• Casing Depth too) Heath Department Screen Interval from CIO' to,17 Q' Caging Material: M-51eet IGal l C. StLucile COUfItJ iVIS1ON Casing Diameter 2,- e-h Seal Ma!er'al -4 r ENVIRONMENTAL HEALTH D 10. If 2pp:icable: Proposed From to_Seal Material Grouting Interval From _ to Seal Material From to�Seal Material Craw,map dwof kcfw andm6rJte W!-89" win an W. Iden0l1knern �— R;acs erdlarLr..aY. yv✓de dbtJntPs retaaM we9and fJndmarks 11. Te'scope Casicg or liner (Check one) Diameter, Bik•S:eel f Galvan4ed f PVC Other (specify): 12. 0.•e:.cd of Constn:Clion: X_ Rotary _,_ Cable Too' _combination _____Auger —Other (specify): 13. Ind'.cdta total NO. of wells on site List No. of uhused wells On site 14. Is E's.ee3 or any or.er half or water vAthdra'eat oe the dwnBes cpntigwus pmpertf comred under a CcM.mptNevjalef Use pemit(CUPIriLP) or CUPAYUP Application? _No ,Yes firyes, comoele the laoowfrg) CUPANUP NO. Distrlct well ID No. Lad;de _ Longitude C=ctsaedhmGFS`ormap _orsurvey _(napdatumNAD2i_ W483--J I yY/ Mlm¢a on�rdee fiery, nar=.atA�rmatn Pa1Oee 6 amJam. rN Nlam ar>,t! mr napo,o2aoarrmaewcar 17i rbtla Sei'ai b rtii#+aPMedr aavden9dt�1: tr, l carrr Aatl a" M a9r'JCrPA M+•'r.IMf ee oMnaafcn lrv6ees �rtlab.aiaLJllAin7r4mwJ W p.r�wa(Ns rt- ePo^�r JI rote ahws CmYCJrarr3 t 7F�ft•�al a ealwo or Jrgvwmcw amaa b to vat siC NNN ww �d Fan `` o �I V `57jul c Hydrologist Approval Approval Granted By: IGN� Issue Date: m„ Owner Number: Fee Received: S Receipt No.: Check No.: inspL:,c;t - Date: --LE nT THIS PER.wr IS NOT VALID UNTIL PROPERLY SIGNED BY All AUTHORIZED OFFICER OR REPRESENTATIVE OF THE wM01CHD. IT StW'L BEAvivL THE tYFI I SIT—c DURING ALL DRILLING OPERATIONS. THIS PERMIT 15 VALID FOR t90 DAYS FROM DATE OF ISSUANCE. 1 S.I `A17 al?rb51 W o:T+}+i� ea ap;rcabk"rlC ian tP. FaMe lames. � t/Xa Pa 1; Grave Ds9t.0=crxs;& I r"Or neU21'beena.i o, Mt }'lo.5 areranrrsdr.'J �raruana I n.'ala Gl:ri pn V �la'n� n„�`^ m bG r. rinYnb t¢vr4 n::S1.loNDn neemsaYKsroed sanatrte4!p� ru0. vMed Gac1r,.3,z rrr[esYr. t sp„bpejy a.d e:r.TLaan RA'1 To cROe,tainla err Approval Granted By: Owner Number: CHRUIICEY IJILLIi IS is-S% E4 STATE OF FLORIDA PERMIT APPLICATION TO CONSTRUCT, REPAIR, MODIFY, OR ABANDON A WELL Southwest D Ncrthwest THIS FORM MUSTBE FILLED OUT COMPLETELY. C St. Johns River The%i:er wel cnVactcr Is respond C forcompfa6hV fnie 0 South Florida forth and fan a'Cry the penrQ to the app opdete delegated D Suwannee River ccvnry where apprealve. CHECK BOX FOR APPROPRIATE DISTRICT 2. A i37-G% r1%1LVF/tit L ;ve] L=b:n-Add, ezi. Road Warne, 3 Zin—roes Ik-C.44.vne,4-4 PAGES Permit No. septic No. permit Sfi 62.524 well 0 cup, vup Application No. i:e:l rD)Nrmlj Contraclle, ( License NF -"- - 3� ? () O r'1 Roo 0 4. �}J�'/•af,� % of Sec=or�J (Ir'e'��jpW,�ctl on Chart) i�J'I' IJi ec V l i (. 3 t 7 l 7 S f1 5. Township je Range State Zip tA ,►', c iSQ 6 r C 1 ICI I Ccsty ` Subdivision Namenne lot Block Ur.'r 7. Ncr..7er of proposed wells `1 _„ Check the use of weft: Domestic (Res. Home) I:dgation(Business) Public Water Suppfy(Buslness) Lisl Other Cis-nce from sep;:c system jft.+ Distance from foundation Desl Est eted start of cents etion dale 10 -ei 3 -C L- Plumbing connection: _ 8 a. Ay;� .. for: New Construction P-apairlMadify (� Abandonment (Reason for abanoonment 9. Estirated: Well Depth I :�u(Z_ Cass^g Depth IQ ) Screen Interval from (00 1 l0 I 10 1 Casing t!a+enaV BS.St<el I Gaf r VC Casir:g Diameter �g:., r h Seal Ftater"al ./4I h 10. If 2;p;icable: Proposed From ___to_ Seal fAalenal Grouting interval From to Seal Material From _ to ^ Sea: Material 11. Te'escope Casing _ or linzr _._—(Check ons) Diameter, B:k-SIeel1 Galvan'„ed 1PVC Other (specify): 12. xle..oa of CDnstn:Mon: x— Rotary Cabe Tool Combtn3tbn Auger _Other(spedfy): 13. Indica:a total No. of wells on site D• List No. of unused wells on site — 'Id. Is is Yee]or any orterr.a8 orwater withdrimal on the orrnees c:.vlt vL,s property cmre4 urder aCcrs.mptvelWaLer Use Pernit(CUPMUP) ar CUPANUP A,-. armrT7 _No ,Yes (;ry-a. campiete the t zc*fng) CUPIWUP No. Ds:rlctwell IDNo. - Latitude Longitude Ca- cbtaned from C:S `or map _ or survey- (nap dat;m NAD 2, _ NAD 83 _) tom/ e�I lm as cM�rGlt P=7.'7. LLl71e F/,nnGOon Y'nkslb amrYo. Yb NII en arsta mr nswnsoaoa urde Uta<7 77L FbN • aa�Lx t ariribpl v P�h a W iann tis.d tf, l wr?l Art i sn LM a9�te+eA p+,v, e�e.'vMmtfCn-rvee. b attWrb, i+e NII hTn 44wte4 Y�. o.b/ dkt rt .mw3pses rr trEd ahwt C.1MrLxArfs t ptrs�lnd Ff MYnM as rWrarsnat rare b Ea N ri Monitor __ dgation (Residential) LS Health Department St. Lucie County .nonhrhAPMTAI HEALTH DIVISIDP Gaza map 01.0 b�-oa endindufe wt7 [dt Om an W. Identry 1rt.n R;ads a r-0laedr...tYpSvWe Eirinces tAheten ae.9 andltndmarks is r NbN "t �� wwr //��--® E;rt Cd sows Issue Date: I D I S (�� Hydrologist Approval Fee Received: $ Receipt No.: Check No.: �— 1__.._� . �.. n Tnps..,or. DJ. Date: -------- THIS PERMIT IS NOT VALID UNTIL PROPERLY SIGNED BY AN AUTHORIZED OFFICER OR REPRESENTATIVE OF THE WMO/CHD. TT SHALL BE AVAILABLE AT T°" A"e" "- nT Io Wr_ AI I ❑RILLING OPERATIONS. THIS I'MMIT IS VALID FOR 140 DAYS FROM DATE OF ISSUANCE.