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027-130-023
r 1p 027-130-023 01-2963 BENNETT, MUSU ;33 DUSTIN LN., OROVILLE CONT: C.D. CONST. NEW SINGLE FAMILY 027-130-023 03-0783 BENNETT, MUSU 433 DUSTIN LN, OROVILLE Cont: CD CONSTRUCTION IST RENEWAL BP 01-2963 027-130-023 04-2030 BENNETT, MUSU 433 DUSTIN LN, OROVILLE Cont CD CONST COMPLETE BP#01-2963 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 5�Xii 1 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT :2071 0-- ASSESSORPARC0.NUMG zD G b2KZ2 D BUILDING PERMIT TELEPHONE OWN ` , A . F SOr. OCC. BUILDING VALUATION .! .OWN 5 UNG DRESS nr _ ll ✓✓7 CO NARDC) ONE CO RS MAI DRESS CONST UC N LEN LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Fifing Fee $ 20.00 Permit Fee ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Dad) 1Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK emo �I ❑ Utilities ❑ Installation �7 Other New Addition 0/1 Desc be Work: --� a 1 'IvDI Gas piping stem 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service .OA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. 4L, I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To IO -A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADONS. ( 8 ACC. S.3.5QFT: NON-REOSI�T. MULTI -OUTLET 97,50 POWER APPARATUS a SINGLE OUTLET CIA. EX. Occup. OUTLET OR FUTURES SAL @':50 Ex. Occup. oFLx sRa ) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. % n X� Date' / G– �� Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST.TYPE HAZ. D. FEES IMP FLOOD CDF pARC0. Po HD E This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work abov for which fees have been paid. Jte Dq_ iIRTXPI ES ON /� Date Receipt No. (� WHITE-D.D.S.-B.D. NAR -AS E SOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT -- 03 -RK 078 ASSESSOR PARCELNUMBER 027-130-023 ZONING BUILDINGPERMIT OWNER MUSU BENNETT TELEPHONE SO. FT. OCC. BUILDING VALUATION • OWNER'S MAILING ADDRESS 1691 SERUM DIR, CONTRACTOR'S NAME CD CONSTRUCTION15sc)-9990 TELEPHONE CONTRACTORS MAILING ADDRESS 43 EXECUTIVE CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filin Fee $ 20.00 Permit Fee800-50,12 $ 40-2-5 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checkin Fee $ BUILDItyGpR DUSTIN LN OROVILLE [� 3 Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 - Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.001 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: IST RENEWAT. RP 01-2963 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 000V OR LESS OA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 commencin with Secon of Division oe usness anroessons oe, ( g ti7000 ) 3 f thBid PfiCd and my license is in fuLt=e and effect. / � ,� License Class Lic. No. " - . -� f o OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors license Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main .Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( s ACC. SMS. SO 3. *FT. NEW CONST. I -OUTLET NK)N•RESID. MULT 7.50 POWER APPARATUS a SINGLE AP=Us Ex. Occup. OUTLET OR FDcruREs BAS @':50 Ex. Occup. Duxnt�A' ESIp.DEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X �j- Date_ Signature of Applicant - ❑ Owner ffContractor ❑ Age An OSHA permit is required for excavations over 60" deep and demoli ion or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 420.25 HA2. D. FEES IMP ROOD CDF PARCEL pp HD ISSUE X This permit is hereby issued under of the Butte County Code and/or indica d for which fees have PERMI XPIRE the applicable provisions Resolutions to do work been paid. 3,'�f � . O Date d�/ ' 0 Date ReceiptNo. 375751/#420.25 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT LOUR T Y OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drrv: • Oroville, 0900rnia 95965 ► Telephone (530) 538-954 - Pm -AT NO. w.1219E7 APPLICATION AND P ERM [T L ss PA 27""0 BUILDING FEERIVIT 1 I= SQ. FT. I OCC. _ SUILDMG VALUATION �J' �7� lI44.�4G AODA3� oa Er» Da Emmmm= A aon�s ares stems WM USEOFSTRUCTURE 3F 0 Duplex 0 1JbbD8h=ne O Other TYPE OFWOr K hj�w 0 Ad33a¢t 0 Rmc dd 0 Uu'firis 0 bdmhfi= 0 Other 0 MMIT FEE PAlD SRS 5HSW« OTM.. A#bVW Pia " TO amw !tJ'f =MO COMNm =e I i Valuation 5 :.OP 5 Rm $ bezkiroo Fes r Pian Che_ -Ung Fee S PLAIT FEESE rq s ti Home S G W P- qmT Fo _ Ti;IGILL PmWrT S_rv= = aOBR 20.00 W acv vy Ig Fee 20.00 7.DD 23.0D 15.0D 1 S.DD 15.00 S S.DD ig Feel 20.D0 29.00 I.—=.O--.= fcvwcdsmUw) Er. .M � � �PPtnts oa S.OD Tmnpwwy Serv=e 2s.aD Noble Hmme Facmes 2ROD Pi:Rd6fT Ft:s S RECKA JOCAL PERMIT I Fftg Fee 2 D. DO 0.50 F Home Instlafnn Feems= Fee 7v OTaL rcE $M dFra DD' FW=D =F PARM PD MD =L'E @ is hereby Essued under The appfi=ble prsyspns ine (.baro► Cede anther Res�iuf= b do work above for v&f=h fees have been Pari. 3y . Dste Re�iptt�in. ' PERMIT EXPIRES ON u.urre_w .. .. ...... vr_►revr•cnn ewnc_nSPet:70R �OLGw;%W5_APPL=Am7 I - COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 Counsy Center Drive 9. Oroville, California 95965 • Telephone (530) 538-7541 NO. (Rev. 12/96) APLICATION AND PERMIT 0/_49's ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER M11SU -RFNNFTT (408 TELEPHON 221-9750 SQ. FT. OCC. BUILDING VALUATION 9266 R 122,364-00 . OWNERS MAILING ADDRESS 1691 SFEELYNN DR_ , SAN .10SE., CA 95191 r CONTRACTOR'S NAME C. D. CONSTRUCTION TELEPHONE 589-9990 (4/. C:4 81403.00 CONTRACTORS MAILING ADDRESS 43 RXECITTIVE AVE-, DROVITLE, CA 95966 CONSTRUCTION LENDER Fireplace 1,900-00 LENDER'S MAILING ADDRESS Total Valuatlon $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 800-50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 590-35 BUILDING ADDRESS DUSTIN LANE, OROVILLE Energy Plan Checking Fee $23-00 PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Feel 20.00 USEOFSTRUCTURE SF Cf Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New IN Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ ..Imo' Describe Work: I �1 �� Gas piping systern 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S G W Q20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service zoOA OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. „L ���yy /+� License Class 77 Lic. No. �.P5 / q, OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the'Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. 64 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO +000A 46.00 NEW CONST. DWELLING OCCUP, OR ADONS. ( a ACC. BLDS. SO 3.50 FT. ONST'9 =R..D MULTI.OUTLETITS 97.50 PowEA APPARATUS a SINGLE OurLET CIR. Ex. Occup. OUTLET OR FIXTURES 2L@'•00 BAL O .SO LNS Ex. Occup..urLEEDrsA OAES,6.) Aa 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ 143.94 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 7 I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. / 1 Q%— X Date 1/ j!' Signature of Applicant - ❑ wneL9!B Contractor ❑ Agen An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ go 00 Mobile Home Installation Fee $ Energy Inspection Fee $ occ R3 CONST. TYPE VN TOTAL FEE $ 1,814.79 HAZ E IMP FLOOD CDF PARCEL PO HDUE ISS This permit is hereby Issued under of the Butte County Code and/or Indic above for hich fees have By xPERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. D to G 02s 3 Dete ReceiptNo. 337131/$600.35//-< WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDEN ROD•APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (Aev.�2/gE) , APPLICATION AND PERMIT d F �r MIT No. ASSESSOR PARCEL NJMSM TONING OWNER eo BUILDING PERMIT T°r% _ N-qi,5�Fr.OCC. LDIN11 G VALUATIONOWN719 NAa1 S rr, %1/Y7 ,fir. r A f7r ICLSP�e „ _.. CONS TRUCTION LENDER 7 1 I 2 0 LENDER'S © 0 MAILING ADDRESS < Fire Ince � ARCHITECT OR ENOINEEA Total Valuation S y UCEHSE NO. Filing Fee S ARCrfTECT OR ENGNEEA9 YAaJN7 ADDRESS Permit Fee 20.00 - E SUIDINO ACG11Ess Plan Checking Fee E 3 • Energy Plan Checking Fee S CC> S ,OT No>QusaysioN�NAYE-?-2-/-77 J27 - 7� -7 7 PARCEL YAv PERMIT FEE _ PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE Each Tra 7.00 <° SF ❑ Duplex ❑ Mobilehome ❑ Other Solar or hent um water heater 23.00 SPECIFY Water pipin 15.00 IS. cc, TYPE OF WORK Each gas water heater or vent 15.00 v� New ❑ Addition ❑ Remodel ❑ I.Ahes ❑ installation ❑ Other O Gas piping system 1 - 5 outlets 15.00 A Describe Work: /"s), Buildin 1 sewer 15.00 c a Mobile Home S G W 020.00 PERMIT FEE t �� ELECTRICAL PERMIT Filln Fee 20.00 OOOV OR LESS Main Service 200A OR LESSr, 23.00 Main .Service 20" TO IOWA 48.OQ NEW CONST. OWElLIaG OCCUP. OR ADONS. a ACC. eLDs. 3.5¢F° b, NON•RESID. YULTFOUTLfiT @7.50 POWER APPARATUS A SINGLE ovn.ET 010. Ex. Occu . ouT ET OR F=uRE3 200 1.00 F- 0APPIN6. 011 Ex. Occu SAL .30 . omLt�s Eslo. Ew 5.00 Tem orar Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.00 PERMIT FEE S "PERJMIT FEE PAlb � MECHANICAL PERMIT Hentin , Fling Fee 20.00 ry SRA �,1� � s_ Coolin r> , SHERIFF lJ 7. # Hood t Ventilation 8.50 SO SO So OTHER s PERMIT FEE ! Mobile Home Installation Fee i Energy Inspectio Fee I S q10. o --� CO T 'Y TO AL FEE $ A1,07 `7 A'-•_ _• - • Pteamv p C_< ^1. D. FEES D COP r0 6SUE EJ This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work (� Indicated above for which fees have been paid. * NVAM " To al RM nmo Commis By Date 42 PERMIT EXPIRES ON �Nr COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 r PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER: Proposed Building Use: Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted............................................................................................................. ❑ 2. Plot plans,. 3/4 sets, signed by the preparer of plans............................................................................ ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans................................................................... ? Q 4. Engineered plans and calculations, 3/4 sets, with wet signature on plans. All engineering must be shown on plans............................................................................................. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ............... ❑ 6. Energy Design Compliance and supporting documentation................................................................ Q 7. Statement of Intent for Non -Heated and A/C Buildings...................................................................... ❑ 8. Hazardous Material Form.................................................................................................................... 9. Manufactured Home Data and Installation Instructions including Tie Down Specifications .............. Feesof $......................................................................................................... Impact Fees as shown on the attached schedule............................................................. 2. California Department of Forestry Plan Approval/Fees....'..................... Flood Elevation Certificate ............. .......... :............................................................................. .......... Sanitation and Plot Plan Approval , P Environmental Health Department.......... I Vf 15. ity of Chico Plumbing Permit............................................................................................................ ❑ 16. Plot Plan and Business License Approval from the City of Biggs ....................................................... ❑ 17. Planning Approval for (A) Use: O W__ (B) Parking: ........... >>- �— Q 18. Contact Land Development about ❑ Improvements, ❑ Drainag� egal Parcel ........................... 9. Encroachment Permit for Driveway (construction approval prior to occupancy) ............................... Q 20. Pre -Inspection for required. Request to Building Inspector Q 21. Contractor's License Information (Number, Name Style, Classification) ........................................... ❑ 22. Workers' Compensation carrier and policy number............................................................................. Q 23. Owner -Builder Verification (❑ Given to Owner, ❑ Mailed to Owner) ............................................. ❑ Letter of Signature Authorization........................................................................................................ r Recorded Copy of Agricultural Acknowledgment Statement.............................................................. Letter of Intent on Building Use/Detached Accessory Building Form ................................................ ❑ 27. Manufactured Home Utility Clearance................................................................................................ Q 28. Existing violations and/or expired permits.......................................................................................... 29. ❑ 433 A, ❑ Grant Deed, ❑ M.H. Title, Check to H.C.D. $ ..................... 0. Other C / /� When you issue t e permit, process as follows: ❑ Mail to Ower, ❑,Mail to Cont tor. (elephone,�[L and hold for pickup at office. L] Deliver with Inspector. STn-UC_T', re_ = I ew /231az .t+, Applicant: nZ�Date: 4111 9 Copy of Haz-Mat form sent Q Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: (Date) Copy of Plans sent ❑ Health Department, Q Fire Department, ZI Other A b=k By: 1. Index permit Application for the above items numbered: 06N_ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by: Q phone, ❑ mail, Q Building Division counter, By: Date Contractor, designer, owner, was advised of the above required data by: ❑ phone, Q mail, ❑ Building Division counter, By: Date Contractor, designer, owner, was advised of the above required data by: Q phone, ❑ mail, Q Building Division counter, By: Date Contractor, designer, owner, was advised of the above required dat by: Q phone, Q mail, ❑ Build_in/g Divisicntr, By: Date: Plans reviewed by: Date: Z44re Plans reviewed by: r /�� Q� /� Date: s` -- Sets of plans cnwho\i=❑ Plan Cabinet, ❑ A. P. folder. Note transfer by: - Dater '2— Yellow 2 -Yellow Copy - Department of Development Services - Building Division r TO1' prSOM 'SUBJECT: Building Department Environmental Health Sanitation Clearance � 3 I I-�—�v�> E'.. H. SE ONLY Plot Plan Attached Floor Plan A ched Sent to 8.0.7 Mi&sL:A 2wa± '—LiAb�) Owner Location AP# Plan Approved for: Sewage Disposa Water Suppl : Public Private Wel\ Clearance for dwelling. Other, -7yt---Hold final for: Final-clearance-O.K. for: NOTE: �-- nmental He Specialist 4w Date OWNER COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE PROPOSED BUILDING USE 1. BUILDING PERMIT FEES q� -- Balance Due ................ $ -- Additional Fees Due ......... $ -- Additional Fees Due ...:.:..... $ ---4-- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES rove 4 �� 1 U/I ! ^ (paid at District Office) SCho6G - V 1'5+t 1e- - it G 3. SHERIFF FEES (paid at Building D' Residential ........ $360.00 = Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7._5S]14 FIRE INSPECTION AND PLAN CHECK 89.0 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P.4jQ9 7-/30-02,3 DATE // / q:az RECEIPT # DATE REC 1J -I G-01 -Fp At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANTS moi,- ,_, � DATE // D Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). I - Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One foiin per Building) School District Q oy I bz— j j Building Department No. A.P. Number • 1 3f:3• �ja3 Jurisdiction: City County Property Owner Qr I Property Location/Address � 'j`� In Nuf t Subdivision Lot No. Building Department Representative �, I; �d0`�' r 1 i Sq. Footage Addition/ 'Supplemental to (Group R) Conversion Permit # '(No foundation inspection): (Floor Plans reviewed by School District Personnel) 49008( District Identification No. • J OYD�1V, uriJDrJ !4}11School District certifies that 1 t Address) -t. (City) has complied with the requirements of Resolution No. representing ,,�. rJ square feet. Paid by Check it 32ocv Remarks: Sq. Footage (Including Exterior Roofed Areas) Date Rusu Etnvicd (Applicant) (Phone Number) (State) (Zip Code) SOS AG by payment of $41,F,46.310' AB 2926 $ FULL MITIGATION $ Z-4-0',7 Date a il F Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is ` notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (budding department), Pink (school district) feeform.xls (10/98)dmm Residential Development 0 No of Living Mobile Home Units Installation Commercial/Ind lu�strial New Addition Building Department Representative �, I; �d0`�' r 1 i Sq. Footage Addition/ 'Supplemental to (Group R) Conversion Permit # '(No foundation inspection): (Floor Plans reviewed by School District Personnel) 49008( District Identification No. • J OYD�1V, uriJDrJ !4}11School District certifies that 1 t Address) -t. (City) has complied with the requirements of Resolution No. representing ,,�. rJ square feet. Paid by Check it 32ocv Remarks: Sq. Footage (Including Exterior Roofed Areas) Date Rusu Etnvicd (Applicant) (Phone Number) (State) (Zip Code) SOS AG by payment of $41,F,46.310' AB 2926 $ FULL MITIGATION $ Z-4-0',7 Date a il F Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is ` notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (budding department), Pink (school district) feeform.xls (10/98)dmm J AND WHEN RECORDED A2AAL rO: BUTTE COUNTY BUILDING Drvisiow 7 COUNTY CENTER DRIVE OROVILLE, CA ~ COPY of Document Recorded 06 -Feb -2002 2002-0006233 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL. S'TATEMEN'T OF ACXNOWL.EBDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance, of a building permit: The property described herein is adjacent to land or included within an area zoned for agricultural Purposes, and residents of flys property may be subject to inconvcriiences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and fiom the pursuit of agricultural operations including, but not limited to cultivation, plawing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise' and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, Necessary farm operations." All that real property situate in the County of Butte, State of California, described as follows: Bate.. /� LtZc_L- PROPERTY OWNERS: State of California County of n On personally ttt C i it } C - fes+ before me, JV -D rc,Y'�,J ed 1-D) '�- ' i+ ?,s N ltl 2- T lDrr1&z(oe proved to roe on the basis of satisfactory evidence) to be the perso s)'whose rsameW is/F a subscribed to the within instrument and acknowliedged to we that Wshe/th�f executed the same in `b#j4'eitth authorized capacity(ies}, and that by i,Aher/t lr signature( oel the instrodrNent, the persons) or the entity Upon behal>r of which the person acted, executed the iDBtrUlDe i. fiViZTNESS my ha�d and otfMal seal ov �' Z } �. —o.ew.�ossecv.v.o...wasmos.00�o.eoo�� Signature'.� - mal: CHETNA J: PA'iE L A.P. #QRZ -Commission 01279265 g Notary Public - California 8 Santa Cara County 2 Aossew...9•,M,� Cnmr. Expifus 00. 30,2004 EXHIBIT A DESCRIPTION: ORDER NO. BU -173187-3 THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I: PARCEL 4, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 28, 1991, IN BOOK 121 OF MAPS, AT PAGE(S) 72, 73, 74, 75, 76 AND 77. PARCEL II: ALL THAT REAL PROPERTY SITUATE IN SECTION 23, TOWNSHIP 18 NORTH, RANGE 4 EAST, M.D.B. & M., BUTTE COUNTY, CALIF., BEING A NON- EXCLUSIVE EASEMENT FROM ROADS AND PUBLIC UTILITIES PURPOSES ON, OVER AND UNDER A STRIP OF LAND 60 FEET IN WIDTH LYING 30 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT A POINT ON THE NORTH LINE OF SAID SECTION 23, FROM WHICH THE NORTHWEST CORNER OF SAID SECTION 23, BEARS SOUTH 87 DEG. 43' 56" WEST, 30.00 FEET; THENCE SOUTHERLY AND PARALLEL WITH THE WEST LINE OF SECTION 23, SOUTH 01 DEG. 24' 40" EAST, 967.90 FEET; THENCE SOUTH 44 DEG. 40' 28" EAST,. 409.87 FEET; THENCE ALONG A TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 125 FEET; A CENTRAL ANGLE OF 37 DEG. 15' 14" 114.07 FEET TO A POINT 30' NORTHERLY OF AND AT A RIGHT ANGLE TO THE SOUTHERLY LINE OF THAT CERTAIN PARCEL CONVEYED TO REGINALD A. LOFTUS BY DEED RECORDED MARCH 9, 1970,, IN BOOK 1605, PAGE 106, OFFICIAL RECORDS; THENCE EASTERLY PARALLEL WITH AND 30 FEET NORTHERLY OF SAID SOUTHERLY LINE NORTH 87 DEG. 49' 07" EAST, 718.82 FEET; THENCE NORTH 08 DEG. 09' 55" WEST, 411.20 FEET; THENCE ALONG A TANGENT CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 100 FEET A CENTRAL ANGLE OF 116 DEG. 50' 27"; THE ARC LENGTH OF WHICH IS 203.93 FEET; THENCE SOUTH 71 DEG. 19' 28" EAST, 76.78 FEET THENCE ALONG A TANGENT CURVE CONCAVE NORTHERLY HAVE A RADIUS OF 225 FEET; A CENTRAL ANGLE OF 45 DEG. 30' 25" THE ARC LENGTH OF WHICH IS 178.71 FEET; THENCE NORTH 63 DEG. 10' 07" EAST, 356.87 FEET; THENCE ALONG A TANGENT CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS 200 FEET; A CENTRAL ANGLE OF 26 DEG. 53' 43"; THE ARC LENGTH OF WHICH IS 93.88 FEET; THENCE SOUTH 89 DEG. 56' 10" EAST, 388.82 FEET; THENCE SOUTH 39 DEG. 21' 10" EAST, 679.49 FEET TO THE EAST LINE OF SAID LOFTUS PARCEL AND THE END OF SAID CENTERLINE. 14. EXHIBIT A (con't) ORDER NO. BU -173187-3 DESCRIPTION - CONTINUED PARCEL III: ALL THAT REAL PROPERTY SITUATED IN SECTION 23, TOWNSHIP 18 NORTH, RANGE 4 EAST, M.D.B. & M., BUTTE COUNTY, BEING A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITIES PURPOSES ON, OVER AND UNDER A STRIP OF GROUND 60 FEET IN WIDTH LYING 30 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT A POINT ON THE SOUTH LINE OF THAT CERTAIN PARCEL CONVEYED TO REGINALD A. LOFTUS BY DEED RECORDED MARCH 9, 1970, IN BOOK 1605, PAGE 106, OFFICIAL RECORDS, FROM WHICH THE SOUTHWEST CORNER OF SAID LOFTUS PARCEL BEARS SOUTH 87 DEG. 49' 07" WEST, 359.32 FEET; THENCE FROM THE POINT OF THE BEGINNING SOUTHERLY ALONG A CURVE CONCAVE TO THE EAST HAVING A RADIUS OF 350.00 FEET, A CENTRAL ANGLE OF 32 DEG. 29' 56" THE ARC LENGTH OF WHICH IS 198.52 FEET; THENCE SOUTH 00 DEG. 37' 04" EAST, 57.90 FEET TO A TANGENT CURVE CONCAVE TO THE EAST HAVING A RADIUS OF 375.00 FEET, A CENTRAL ANGLE OF 52 DEG. 43' 4111, THE ARC LENGTH OF WHICH IS 345.07 FEET; THENCE SOUTH 53 DEG. 20' 23" EAST, 833.07 FEET; THENCE SOUTH 61 DEG. 22' 13" EAST, 815.23 FEET; THENCE SOUTH 01 DEG. 21' 40" EAST, 928.63 FEET; THENCE SOUTH 89 DEG. 50' 47" WEST, 268.95 FEET; THENCE. ALONG A TANGENT CURVE CONCAVE SOUTHEASTERLY HAVE A RADIUS OF 150.00 FEET, A CENTRAL ANGLE OF 91 DEG. 10' 43" THE ARC LENGTH OF WHICH IS 238.31 FEET; THENCE SOUTH 01 DEG. 10' *5611 EAST, 811.29 FEET; THENCE SOUTH 87 DEG. 49' 48" EAST, 456.31 FEET TO THE END OF THIS DESCRIPTION. PARCEL IV: A 60 FOOT WIDE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES ON, OVER AND UNDER A STRIP OF -LAND THE CENTERLINE OF WHICH IS MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SECTION 23, TOWNSHIP 18 NORTH, RANGE 4 EAST, M.D.B. & M.; THENCE SOUTH 63 DEG. 15' 23" EAST, 419.40 FEET TO A TANGENT CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 150 FEET, A CENTRAL ANGLE OF 52 DEG. 30' 2616, 'AN ARC LENGTH OF 137.46 FEET; THENCE NORTH 64 DEG. 14' 11" EAST 249.28 FEET TO THE CENTER OF A 50 FOOT RADIUS CUL-DE-SAC; THENCE NORTH 75 DEG. 33' 38" EAST, 523.62 FEET TO THE END OF THE HEREIN DESCRIBED CENTERLINE. 'PARCEL Vs A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITIES 60.00 FEET IN WIDTH, LYING 30.00 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: 4. EXHIBIT A (con't) ORDER NO. BU -173187-3 PARCEL V: CONTXNUED COMMENCING AT THE NORTHWEST CORNER OF PARCEL 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 2, 1982, IN BOOK 87 OF MAPS, AT PAGE(S) 49; THENCE ALONG THE NORTHERLY LINE OF SAID PARCEL 3, NORTH 60 DEG. 49' 20" EAST, A DISTANCE OF 83.57 FEET, MORE OR LESS, TO THE CENTERLINE OF THAT CERTAIN 60.00 FOOT ROAD EASEMENT, AS SHOWN ON THE AFORESAID PARCEL MAP AND THE TRUE POINT OF BEGINNING OF THE LINE HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING SOUTH 22 DEG. 22' 02" -EAST, A DISTANCE OF 442.62 FEET; THENCE SOUTH 00 DEG. 09' 39" WEST, A DISTANCE OF 526.05 FEET, MORE OR LESS, TO A POINT ON THE SOUTH LINE OF SAID PARCEL 3 AND THE END OF SAID CENTERLINE. SAID EASEMENT BEING FURTHER SHOWN AS CROSACOUNTRE ROAD, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY. OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 2, 1982, IN BOOK 87 OF MAPS, AT PAGE(S) 49. PARCEL VI• AN EASEMENT, 60 FEET WIDE FOR ROAD AND PUBLIC UTILITIES PURPOSES LYING 30 FEET ON'EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: CENTERLINE NO. 1: COMMENCING AT THE SOUTHWEST CORNER OF SECTION 11, TOWNSHIP 18 NORTH, RANGE 4 EAST, M.D.B. & M.; THENCE NORTH 86 DEG. 51' 56" EAST ALONG THE SOUTH LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 11, 458.92 FEET TO THE TRUE POINT OF BEGINNING FOR THE HEREIN DESCRIBED CENTERLINE; THENCE LEAVING SAID SOUTH LINE NORTH 20 DEG. 06' 22" EAST, 327.98 FEET; THENCE NORTH 18 DEG. 43' 37" EAST, 401.54 FEET; THENCE NORTH 10 DEG. 52' 11" WEST, 446.71 FEET; THENCE NORTH .61 DEG. 39' 02" WEST, 290.50 FEET; THENCE NORTH 234.48 FEET; THENCE NORTH 01 DEG. 45' 40" EAST, 322.12 FEET; THENCE NORTH 12 DEG. 34' 34" WEST, 653.03 FEET; THENCE NORTH 10 DEG. 49'. 12" WEST, 343.90 FEET; THENCE NORTH 22 DEG. 11' 04" WEST, 322.31 FEET; THENCE NORTH 07 DEG. 36' 54" WEST,471.41 FEET; THENCE WEST, !69.46 FEET TO A POINT ON THE WEST LINE OF THE NORTHWEST 1/4 OF SAID SECTION 11 AND THE END OF THIS DESCRIPTION. THE SIDELINES OF SAID CENTERLINE SHALL BE LENGTHENED OR SHORTENED AS NECESSARY TO INTERSECT SAID SOUTH LINE OF SAID SECTION 11 AND SAID WEST LINE OF SAID SECTION 11. EXHIBIT A (con't) ORDER NO. BU -173187-3 PARCEL VI• CONTINUED CENTERLINE NO. 2: COMMENCING AT THE WEST 1/4 CORNER OF SAID SECTION 11; THENCE NORTH 01 DEG. 29' 16" WEST ALONG SAID WEST LINE OF SAID SECTION 11, 902.87 FEET TO THE TRUE POINT OF BEGINNING FOR THE HEREIN. DESCRIBED CENTERLINE; THENCE LEAVING SAID WEST LINE, EAST, 220.20 FEET TO A POINT ON THE EASTERLY LINE OF THAT CERTAIN PARCEL OF LAND DESCRIBED AS PARCEL "A" IN A DEED FROM STAR PACIFIC INVESTMENTS, INC., TO HENRY T. RUNGE, JR., AND CYNTHIA A. RUNGE RECORDED, -,UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 89-20769 AND THE END OF THIS DESCRIPTION. THE SIDELINES OF SAID CENTERLINE SHALL BE LENGTHENED OR SHORTENED AS NECESSARY TO INTERSECT SAID WEST LINE AND SAID EASTERLY LINE. THE BASIS OF BEARINGS FOR THIS DESCRIPTION IS SAID WEST LINE OF SAID SECTION 11 TAKEN AS NORTH 01 DEG. 29' 16" WEST. PARCEL VII: A RIGHT OF WAY AND PUBLIC UTILITY EASEMENT OVER DALY AVENUE, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 28, 1991, IN BOOK 121 OF MAPS, AT PAGE (S) 72, 73, 74, 75, 76 AND 77. PR CT PROCESSING RECORD APPLICANT: OWNER: PERMIT #: A. P. #: WORK DESCRIPTION: DATE DESCRIPTION OF STEP December 6, 2001 Musu Bennett 1691 Serelynn Dr. San Jose, CA 95121 �De artment of Develop0ent Services P Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 027-130-023 Building Permit Number: 01-2963 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed below. Plan check -has NOT been done because the plans were not adequate. Provide additional information and/or make revisions to plans, specifications and calculations as follows: ,d: Provide a complete lateral analysis of the building. Have the engineer put his requirements on the plans and stamp and sign them. (Two sets) �! Provide a letter from the engineer that he has reviewed and approved the trusses. Have him address any point loads over 5,000 pounds. Provide engineering for details 9/7 and Your energy calculations call for R-17.8 in the walls, the plans call out R-11. Please clarify. -7 Remove any references on the plans to let -in braces and diagonal bracing. Have the engineer provide calculations for the porch beams. Provide a garage door header size. ,eliminate 2x4 roof framing on the roof -framing plan. What type of fireplace are you installing? 4-6`The contractor checked the box that he is the owner of the property. He must check the correct boxes. If you wish to discuss any non-structural requirements, you may me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Linda Simpson Plans Examiner 1of1 1. Provide red stamp on plans. 2. Provide a complete lateral analysis of the building. 3. Provide a letter from engineer that he has reviewed and approved the trusses. Have him address any point loads of over 5,000 pounds. 4. Provide engineering for details 9/7 and 5/9. 5. Your energy calculations call for R-17.8 in the walls, the plans call out R-11. Please clarify. 6. Remove any references on the plans to let -in braces and diagonal bracing. 7. Have the engineer provide calculations for the porch beams 8. Provide a garage door header size. 9. Eliminate 2x4 roof framing on the roof-framin Ian. v RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY Owner: ---,� Building Permit Number: Plans Examiner: c5;� A. P. Number: -9 7— i & —Oa3 Zoning requirements — (number of permitted living units). / dans signed by the designer. / `%%/� �—e Proper description of work on the application. ((( Existing violations on the property. ` Recorded notice of violation. (/ Building permit valuation. DT PLAN: Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on Parcel Map: Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal Aid Route and/or Federal Aid Secondary Route setback requirement. Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) DOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest proiection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). Fuel bunting equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 L —}Er!Water closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support al bads (Uniform Building Code section 1806.3). UCTURAL DETAILS: Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall .�elines must be continuous throughout the structure. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Clerestory requiring balloon framing and/or engineering. r. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Fireplace construction details and calculations if necessary. ' Garage door header size(s). orch header size(s). Typical header size(s). tud heights. .gh expansive soil - special foundation design required. etaining walls requiring design. Gypsum wallboard nailing inspection required. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. lectric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster - weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Foam insulation - protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). -Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. Energy design compliance and supporting documentation. CDF responsible area requirements. BUILDING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing letter. Page 2 of 2 4f// SITE, PLAN RErVIEW APPLICATION Date: 1 I - 21- O AP# 0 2% — 13O— D2� Permit Number (if applicable) Q 1 — ?_9 6 APPLICANT IWORMATION Parcel Size: O % A L Owners Name: - �E)\J)j L)3 Owners Address: 1 69 56r2ECYN/J SA N X69& CA C)S 12 i Telephone No.:' Li4c3-'LZ3 - 975p Situs Address: Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Nfulti-family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Iff Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval 9 Site Plan Stamped Approved B,, Date 1lJLi-o 1 Page 1 of 5 Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation .act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ® SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: ) 0'L Index Date: e'O ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks: Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front (y r✓ L Side ZS Side Street Rear Height Waterwav N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks: Page 2 of 5 fr Applicable Development Fees: Standard Fees ;Amount Formula ❑ Fire Ci School* ❑ Parks/Recreation Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By , Q Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 W subdivision :mapiVarcel Map: ?vlap Date of Recording: Z -'2-e- 9 Lot: H ❑ Use Permit'Minor Use Permit Permit Number: Book: )2-) Date of Approval: ❑ Comply with the following Conditions of Approval: P, fl/� ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Page:?- -77 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4 of 5 A r.� 0 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. C:\My Documents\Budding Permit Site Plan Reviewl.doc Page 5 of 5 TABLE OF CONTENTS TOC Project Tit -le.......... ROBERT & MUSU BENNETT' Date..01/04/80 14:16:02 Project Address ........ GRUBBS ROAD --------------------=--- OROVILLE, CA. 95966 *v6.01:* ; _..d -- Documentation Author... Barry Rubanott Building Permit if Endeavor Homes ; coor-,21 z- k- 0 9 ; P.O. Box 1947 ; Plan Check: / Date Orov:i.l.le, CA 95965 530-534-030o ; Field Check::/ Date Climate Zone ........... It -- - ---_ _ ------ ------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-BENNETT Wth-CT-Z_11S92 Program -TOC User#-MP1029 User -Endeavor Homes Run-BENNETT ; sY TABLE OF CONTENTS ------------------- Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 5 FORM C --`R .............4... S HVAC SIZING ............... 13 a CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... ROBERT & MUSU BENNETT Date..01/04/80 14:16:02 Project Address ........ GRUBBS ROAD ------------------------ OROVILLE, CA. 95966 *v6.01* i _ _ Documentation Author... Barry Rubanoff Building Permit # Endeavor Homes P.O. Box 1947 1 Plan Check: / Date 1 Orov i l le, CA 95965 530-534-0300 Field Check:/ Date 1 Climate Zone ........... 11 ------- -- - ---- ---- ---- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01. File-IENNETT Wth-CTZ-11S92 Program -FORM CF -IR User# --MP 1.8'x`9 User -Endeavor Homes Run-I:;ENNETT ------------------------------------------------------------------------------- GE NERAL INFORMATION ------------------- Conditioned Floor Area..... 2266 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 0 dig (N) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Slab On Grade Glazing Percentage......... 16.4 % of floor area Average Glazing U -factor... 0.51 Situ/hr--sf-F= Average Glazing SHGC....... 0.65 Average Ceiling Height..... 8.1 ft BUILDING SHELL_ INSULATION Component Frame Cavity Sheathing Total Assembly (N) Type Type R. -value R—value- R --value U -factor Location/Comments Wall Wood R-17.8 R-0 R-17.8 0.064 X64 Wind Roof Wood R-30 R-0 R-10 0.038 Attic S1abEdge n/a R--0 R-n/a F2=0.760 Sl.abEdge n/a R-0 R.-n/a F2=0.52() Door n/a R-0 R-n/a R-0 0.330 ENTRY DOOR, TO GARAGE REAR DOOR Area Orientation (sf) Wind Front (N) 40.0 Wind Front (N) 5.0 Wind Front (N) 20.0 Wind Left (E) 20.0 Wind Left (E) 20.0 Wind Left (E) 20.0 Wind Left (E) 20.0 Wind Back: (S) 6.0 FENESTRATION Over- U- Exterior hang/ Factor SHGC Shading Fins Location/Comments 0.510 0.650 Standard Yes Vinyl/Sli.der/SC=0.00 0.490 0.670 Standard Yes Vinyl/Fixed/SCG=0.88 0.510 0.650 Standard Yes Vinyl./Slider/SC=0.88 0.510 0.650 Standard Yes Vinyl/Slider/SC=0.88 0.510 0.650 Standard None Vinyl/Slider/SC=0.88 0.510 0.650 Standard None Vinyl/Slider/SC=0.88 0.510 0.650 Standard None Vinyl/Slider/SC=0.88 0.510 0.650 Standard Yes Vinyl/Slider/SC=0.88 , CERTIFICATE OF COMPLIANCE: RESIDENTIAL ' Page 2 CF -1R Project Title.......... ROBERT & MUSU BENNETT Date..01/04/80 14:16:02 | MICROPAS6 v6.01 File-BENNETT Wth-CTZ11S92 Program -FORM CF -1R � | User#-MP1829 User -Endeavor Homes Run-BENNETT � _______________________________________________________________________________ FENESTRATION ____________ Over- U- Exterior hang/ Factor SHGC Shading Fins ______ ______ ________ ----- 0.510 0.650 Standard Yes 0.510 0.650 Standard Yes 0.510 0.650 Standard Yes 0.510 0.650 Standard Yes 0.510 0.650 Standard Yes 0.490 0.670 Standard Yes 0.500 0.650 Standard Yes 0.500 0.650 Standard Yes 0.510 0.650 Standard Yes 0.510 0.650 Standard Yes 0.510 0.650 Standard None 0.510 0.650 Standard None 0.500 0.650 Standard Yes 0.510 0.650 Standard Yes SLAB SURFACES ------------- Area Slab Type (sf) Standard Slab 2266 HVAC SYSTEMS Location/Comments Vinyl/Slider/SC=0.88 Vinyl/Slider/SC=0.88 Vinyl/Slider/SC=0.88 Vinyl/Slider/SC=0.88 Vinyl/Slider/SC=0.88 Vinyl/Fixed/SC=0.88 Wood/Hinged/SC=0.88 Wood/Hinged/SC=0.88 Vinyl/Slider/SC=0.88 Vinyl/Slider/SC=0.88 Vinyl/Slider/SC=0.88 Vinyl/Slider/SC=0.88 Wood/Hinged/SC=0.88 Vinyl/Slider/SC=0.88 Refrigerant Area Orientation ____ ACCA (sf) � Wind ____________ Back (S) _____ 8.0 Wind Back (S) 8.0 Wind Back (S) 50.0 Wind Back (S) 12.Q Wind Back (S) 6.0 Wind Back (S) 8.5 Door Back (S) 33.0 Door Right (W) 17.0 Wind Right (W) 6.0 Wind Right (W) 12.0 Wind Right (W) 10.0 Wind Right (W) 10.0 Door Left (SE) 33.0 Wind Back (SW) 6.0 FENESTRATION ____________ Over- U- Exterior hang/ Factor SHGC Shading Fins ______ ______ ________ ----- 0.510 0.650 Standard Yes 0.510 0.650 Standard Yes 0.510 0.650 Standard Yes 0.510 0.650 Standard Yes 0.510 0.650 Standard Yes 0.490 0.670 Standard Yes 0.500 0.650 Standard Yes 0.500 0.650 Standard Yes 0.510 0.650 Standard Yes 0.510 0.650 Standard Yes 0.510 0.650 Standard None 0.510 0.650 Standard None 0.500 0.650 Standard Yes 0.510 0.650 Standard Yes SLAB SURFACES ------------- Area Slab Type (sf) Standard Slab 2266 HVAC SYSTEMS Location/Comments Vinyl/Slider/SC=0.88 Vinyl/Slider/SC=0.88 Vinyl/Slider/SC=0.88 Vinyl/Slider/SC=0.88 Vinyl/Slider/SC=0.88 Vinyl/Fixed/SC=0.88 Wood/Hinged/SC=0.88 Wood/Hinged/SC=0.88 Vinyl/Slider/SC=0.88 Vinyl/Slider/SC=0.88 Vinyl/Slider/SC=0.88 Vinyl/Slider/SC=0.88 Wood/Hinged/SC=0.88 Vinyl/Slider/SC=0.88 WATER HEATING SYSTEMS ---------------------- Number ____________________ Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ___ ___________ ___________________ ------ ________ ______ __________ Storage Gas Standard 1 0.62 40 R- n/a Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type ____________ Efficiency ____________ Airflow Location _______ ___________ R -value _______ Leakage _______ D ______ Type __________ Furnace 0.800 AFUE n/a Attic R-4.2 No No Setback ACSplit 10.00 SEER No Attic R-4.2 No No Setback WATER HEATING SYSTEMS ---------------------- Number ____________________ Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ___ ___________ ___________________ ------ ________ ______ __________ Storage Gas Standard 1 0.62 40 R- n/a m CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... ROBERT & MUSU BENNETT Date..01/04/80 14:16:02 =============================================================================== � MICROPAS6 v6.01 File-BENNETT Wth-CTZ11S92 Program -FORM CF -1R | | User#-MP1829 User -Endeavor Homes Run-BENNETT | _______________________________________________________________________________ SPECIAL FEATURES AND MODELING ASSUMPTIONS _________________________________________ *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Housewrap/Air Infiltration Retarder. REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF -1R =============================================================================== Project Title.......... ROBERT & MUSU BENNETT Date..01/04/80 14:16:02 | MICROPAS6 v6.01 File-BENNETT Wth-CTZ11S92 Program -FORM CF -1R | | User#-MP1829 User -Endeavor Homes Run-BENNETT | ------------------------------------------------------------------------------- COMPLIANCE STATEMENT ____________________ This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section' DESIGNER or OWNER Name.... ROBERT & MUSU BENNETT Name.... Company. OWNER/BUILDER Company. Address. 1691 SERELYNN DR. Address. SAN JOSE, CA. 95121 Phone... 1-408-223-9750 Phone... License. Signed.. Signed.. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Barry Rubanoff Endeavor Homes P.O. Box 1947 Oroville, CA 95965 , 530-534-0300 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title .......... ROBERT & MU SU BENNETT Date .. 01 / 04/80 14:16:02 Project Address ........ GRUBLAS ROAD ------.---..---.-----_..----_--- OROVILLE, CA. 95966 *v6.01* ; ; Documentation Author... Furry Rubanoff _ _ _ ; Building Permit # Endeavor Homes P.O. Box 1947 ; Plan Chee=k: / Daae ; Orovi l l.e, CA 95965 530-534-0300 ; Field Check/ Date Climate Zone..... . 11 _._--__-__-----__---__-_.____.-- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-BENNETT Wth-CCTZ11S92 Program -FORM MF -IR Useri:h-MP1829 User -Endeavor Homes Run-BENNETT ; Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk: (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce-- er merit *100(a): Minimum R-1.9 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors.-^��- 150(1) : Slab edge insulation - water. absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 116: Insulation specified or installed meets insulation quality .standards. Indicate type and form. _ 116-17: Fenestration Products, Exterior Door=s and I'n'filtration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spares designed to 'limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -far -tor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. Z. Exterior doors and windows weatherstripped9 all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances - and Gas Logs 1. Masonry and factory -built 'fireplaces have: a. Closeable metal or glass door MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R Project Title .......... ROBERT &: MUGU BENNETT Date .. c_r 1 /04/ 80 14:16:02 I MICROPAS6 v6.01 File-BENNETT Wth-CTZIIS92 Program -FORM MF -1R ; User#-MP18 9 User -Endeavor Homes Run-DENNETT ; ----_-•-_-__-_ b. Outside air intake with damper and control c. Flue damper and control ?. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- er 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 15O(h)e Heating and/or cooling loads calculated in accordance l/ with ASHRAE, SMACNA or ACOA. 15O(i): Setback: thermostat on all applicable heating and/or \/ cooling systems. I� 150(j): Pipe and Tank: insulation 1. Storage gas crater heaters.rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. . First 5 feet of pipes closest to water heater tank:, non-- on-reci.rc..ul.ati.ng recirculatingsystems, • insulated (R-4 or greater) . 3. Hack: -up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below cis degrees insulated. 6. Piping insulated between heating source and indirect hot cater tank:. *150(m) : Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3g ducts insulated to a minimum installed .level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed With mastic, tape, aerosol sealant, or other duct --closure system that meets the applicable requirements of UL_ 181 , UL181A, or UL181D. if mastic or tape is used to seal openings greater than 1/4 inch, the combination of drastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back: rubber addhesive duct tape., unless such tape is used in combination with mastic and drawbands. ^. Exhaust fan systems have back:dr•aft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool. and Spa Heating Systems and Equipment - 1. System is certified With 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric Enforce- ment MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 7 MF -1R =============================================================================== Project Title.......... ROBERT & MUSU BENNETT Date..01/04/80 14:16:02 � MICROPAS6 v6.01 File-BENNETT Wth-CTZ11S92 Program -FORM MF -1R | | User#-MP1829 User -Endeavor Homes Run-BENNETT > resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). 7 LIGHTING MEASURES ----------------- Design- Enforce- er ment 150(k>1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. _�___ COMPUTER METHOD SUh'Ih'AR`r` Project Title.......... ROBE_E;..I.. MUSU Bl_:NNl._:I..T Date..01/04/80 14:16:02 Project Address „ . „ „ „ „ „ GRUBBS ROAD --..._.-_...--.....-_....-----._....__...--•--.._. f.IRC)VI:LI_.E, CA. 95966 *v6.01* 1 ; Documentation Aut:;hor... Barry 1=ubanoff 1 Building Permit # 1 Endeavor Homes i _ _ i P.O. Box 1947 1 Plan Check: / Date 1 Drovi.l.le, CA 95965 530-534--0300 1 Field Check:/ Date 1 Climate Zone ..... 11 -__--------_--_--------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by k-_nercomp, Inc. 1 M I C:ROPA S6 v6.01 1= i :l e-BENNETT W th-CT Z 1 1 S92 Program -FORM C --^R 1 1 User(#-MP1829 User -Endeavor Homes Run-BENNETT 1 --------------------------------------------------------------------------------- MICROPAS6 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/s•f-yr) Design Design Margin = Space Ileati.ng.......... 18.18 16.25 1.93 _ = Space Cooling....,...,, 8.89 12.5 63 _ = Water Heating....... , , . 12.07 10.26 1.81 _ = Total 39.14 19.03 0.11 _- - # Building complies with Computer Performance GENERAL INFORMATION ------------------- Conditioned Floor Area..... 2266 sf Building Type .............. Single Family Detached Construction Type . , .. , , , , , New Building Front Orientation. Front Facing G deg (N) Number of Dwelling Uni.ts... 1 Number of Building Stories. 1 Weather~ Data Type....... ,... Reduced Year - Floor Construction Type.... Number of Building Zones... Conditioned Volume........, Slab -On -Grade Area......... Glazing Percentage......... Average_ Glazing U -factor... Average Glazing SHGC....... Average Ceiling Hei.ght..... Slab On Grade 1. 18817 cf r^66 sf 16.4 % of floor area 0.51 Btu/hr-sf-F 0.6 8.3 ft COMPUTER METHOD SUMMARY Paye 9 C --2R Project Title .......... ROBERT & MUSU BENNETT Date .. 01 /i i4/ 8i � 14:16:02 MI CROPAS6 v6.01 File-BENNETT Wth--CJTZ 1 1 S92 Program -FORM C -2R User#--MP1829 User -Endeavor Homes Run-BENNETT ------------------------------------------------------------------------------- Zone Type HOUSE: Residence BUILDING ZONE INFORMATION -------------------------- Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height area Leakage (sf) (cf) Units i.tioned Type (ft) (sf) Credit --------- 2266",18817 1..0 a Yes Setback: 2.0 Standard Houser=crap Area Surface (sf) HOUSE OPAQUE 1 W a 11 Q9 U-- W .l 1 222, 3 W 11 324- 4 Wa11 4'2 5 W 11 357 6 W a 11 31.4 7 Wa11 77 8 Wall 40 9 Wall 29 10 Wall 21 11 Roof 1697 12 Roof 569 16 Door 28 17 Door 18 18 Door 9 PERIMETER LOSSES OPAQUE SURFACES Insul Solar U-- Insul Act R-val Solar Form I Location/ factor R -vat A m Tilt Gains Reference Comments 0.064 1.7.8 0 90 Yes W.19.2X6.1.6' 15 SlabEdge 0.064 17.5 0 90 No W.19.2X6.16 0.064 11.0 ,90 90 Yes W.19.2X6.16 0.064 17.8 90 90 No W.19.2X6.16'- .19.2X6.16.0.064 0.064 1.7.8 180 Sir Yes W.19.2X6.16 0.064 1.7.8 270 90 Yes W.11.2X6.16 0.064 17.8 270 Sir No W.19.2X6.16 0.064 17.8 315 90 Yes W.19.2X6.16 0.064 17.8 135 90 Yes W.19.2X6.16 0.064 17.8 225 90 Yes W.19.2X6.16 0.0ze 0 n/a 0 Yes R.30.2X4.24 Attic: 0.0W 30 n/a 0 Yes R.30„2X.4.' 4 Attic 0.330 r i 0 90 Yes None ENTRY DOOR 0.330 � ! 0 9� � No None TO GARAGE 0.330 0 180 90 Yes None REAR DOOR PERIMETER LOSSES Length F':_' Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE -------•---•------------- 13 SlabEdge 105 -0.760 R-0 No 14 SlabEdge 105 0.520 R-0 No 15 SlabEdge 36 0.520 R-0 No COMPUTER METHOD SUMMARY Page 10 C -2R =============================================================================== Project Title.......... ROBERT & MUSU BENNETT Date..01/04/80 14:16:02 =============================================================================== | MICROPAS6 v6.01 File-BENNETT Wth-CTZ11S92 Program -FORM C -2R | � User#-MP1829 User -Endeavor Homes Run_BENNETT | _______________________________________________________________________________ Orientation HOUSE 0.510 0.650 1 Wind Front (N) 2 Wind Front (N) 3 Wind Front (N) 4 Wind Left (E) 5 Wind Left (E) 6 Wind Left (E) 7 Wind Left (E) 8 Wind Back (S) 9 Wind Back (S) 10 Wind Back (S) 11 Wind Back (S) 12 Wind Back (S) 13 Wind Back (S) 14 Wind Back (S) 15 Door Back (S) 16 Door Right (W) 17 Wind Right (W) 18 Wind Right (W) 19 Wind Right (W) 20 Wind Right (W) 21 Door Left (SE) 22 Wind Back (SW) FENESTRATION SURFACES ------------------ ___ Exterior Area U- Act Shade (sf) factor SHGC Azm Tilt Type Location/Comments ____ _____ _____ ___ ____ ________ ________________________ 40.0 0.510 0.650 0 5.0 0.490 0.670 0 20.0 0.510 0.650 0 20.0 0.510 0.650 90 20.0 0.510 0.650 90 20.0 0.510 0.650 90 20.0 0.510 0.650 90 6.0 0.510 0.650 180 8.0 0.510 0.650 180 8.0 0.510 0.650 180 50.0 0.510 0.650 180 12.0 0.510 0.650 180 6.0 0.510 0.650 180 8.5 0.490 0.670 180 33.0 0.500 0.650 180 17.0 0.500 0.650 270 6.0 0.510 0.650 270 12.0 0.510 0.650 270 10.0 0.510 0.650 270 10.0 0.510 0.650 270 33.0 0.500 0.650 135 6.0 0.510 0.650 225 90 Standard Vinyl/Slider/SC=0.88 90 Standard Vinyl/Fixed/SC=0.88 90 Standard Vinyl/Slider/SC=0.88 90 Standard Vinyl/Slider/SC=0.88 90 Standard Vinyl/Slider/SC=0.88 90 Standard Vinyl/Slider/SC=0.88 90 Standard Vinyl/Slider/SC=0.88 90 Standard Vinyl/Slider/SC=0.88 90 Standard Vinyl/Slider/SC=0.88 90 Standard Vinyl/Slider/SC=0.88 90 Standard Vinyl/Slider/SC=0.8b 90 Standard Vinyl/Slider/SC=0.88 90 Standard Vinyl/Slider/SC=0.88 90 Standard Vinyl/Fi:ed/SC=0.88 90 Standard Wood/Hinged/SC=0.88 90 Standard Wood/Hinged/SC=0.88 90 Standard Vinyl/Slider/SC=0.88 90 Standard Vinyl/Slider/SC=0.88 90 Standard Vinyl/Slider/SC=0.88 90 Standard Vinyl/Slider/SC=0.88 90 Standard Wood/Hinged/SC=0.88 90 Standard Vinyl/Slider/SC=0.88 OVERHANGS AND SIDE FINS ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght Surface ----------- (sf) ----- Wdth ----- Hgth ----- Dpth ---- Hght ---- Ext ---- Ext ---- Ext ---- Dpth Hght�Ext Dpth Hght HOUSE ---- ---- ---- ---- ---- 1 Window 40.0 8.0 5.0 1.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 5.0 4.0 1.25 8.5 0.25 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 20.0 4.0 5.0 1.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 20.0 4.0 5.0 13.5 0.25 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 6.0 2.0 3.0 1.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 8.0 2.0 4.0 1.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 8.0 2.0 4.0 1.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 50.0 10.0 5.0 10.5 0.25 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 12.0 3.0 4.0 5.0 0.25 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 6.0 2.0 3.0 15.0 0.25 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 8.5 2.25 4.0 15.0 0.25 n/a n/a n/a n/a n/a n/a n/a n/a 15 Door 33.0 5.0 6.67 n/a n/a n/a n/a n/a n/a 16 Door 17.0 2.5 6.67 41^ n/a n/a n/a n/a n/a n/a C COMPUTER METHOD SUMMARY Paye 11 C -2R Project Title .......... ROBERT & MUSU BENNETT Date .. 01 /04/ 80 14:16:02 M I CROPAS6 v6.01 F i -1 e--BENNETT W th-CT Z 1 1 S92 P rog ram --FORM C -2R User#---MP1829 User -Endeavor Homes Run--BENNETT ; OVERHANGS AND SIDE FINS System Type -------------- HOUSE Furnace ACSplit Tank: Type ------------ 1 Storage SLAB SURFACES ------------- Area Slab Type (sf) HOUSE Standard Slab 2266 HVAC SYS'T'EMS ------------ Refrigerant Tested RCCA Minimum Charge and Duct Duct Duct Manual Duct Efficiency Airflow Location R --value Leakage . D C -f -f 0,000 AFUE n/a Attic R-4.2 No No 0.737 10.00 SEER No Attic R-4.2 No No 0.645 WATER HEATING SYSTEMS Number, -tank: External. in Energy Size Insulation Heater Type Distribution Type System Factor (gal) R -value -- Gas Standard 1 0.6 -4-- ---- R- n/a .2 c-� SPECIAL FEATURES AND MODELING ASSUMPTIONS ------------------------------------------ ## Items in this section should be documented on the plans, # installed to manufacturer and CEC specifications, and verified during plan check: and field inspection. This building incorporates a Houserlrrap/Air Infiltration Retarder. --- Window ---- -------Overhang------ ---Left Fin --- ---Right Fin --- Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Emt Dpth Hght 17 Window 6.0 2.0 3.0 19.0 0.5 n/a n/a n/a n/a - n/a - n/a n/a - n/a 18 Window 12.0 4.0 1.0 8.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 21 Door 33.0 5.0 6.67 8.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 6.0 2.5 4.0 8.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a System Type -------------- HOUSE Furnace ACSplit Tank: Type ------------ 1 Storage SLAB SURFACES ------------- Area Slab Type (sf) HOUSE Standard Slab 2266 HVAC SYS'T'EMS ------------ Refrigerant Tested RCCA Minimum Charge and Duct Duct Duct Manual Duct Efficiency Airflow Location R --value Leakage . D C -f -f 0,000 AFUE n/a Attic R-4.2 No No 0.737 10.00 SEER No Attic R-4.2 No No 0.645 WATER HEATING SYSTEMS Number, -tank: External. in Energy Size Insulation Heater Type Distribution Type System Factor (gal) R -value -- Gas Standard 1 0.6 -4-- ---- R- n/a .2 c-� SPECIAL FEATURES AND MODELING ASSUMPTIONS ------------------------------------------ ## Items in this section should be documented on the plans, # installed to manufacturer and CEC specifications, and verified during plan check: and field inspection. This building incorporates a Houserlrrap/Air Infiltration Retarder. COMPUTER METHOD SUMMARY Paye 12 C -2R Project Title.......... ROI:sERT & MUSU %ENNETT Date..01/04/80 14:16gO2 MICROPAS6 v6.01 File--DENNETT Wth-CTZI1S92 Program -FORM C -2R f User##-MP1829 User -Endeavor Humes Run-LENNETT --------------------------------------------------------------------------------- REMARKS 13 HVAC SIZING =============================================================================== 6672 Page 13 HVAC Project Title.......... ROBERT & MUSU BENNETT Date..01/04/80 14:16:02 Project Address........ GRUBBS ROAD ******* --------------------- 2564 35964 OROVILLE, CA. 95966 *v6.01* � | Documentation Author... Barry Rubanoff ******* | Building Permit # | Endeavor Homes | | P.O. Box 1947 Plan Check / Date \ Oroville, CA 95965 | | 530-534-0300 | Field Check/ Date | Climate Zone........... 11 --------------------- Compliance Method...... ======================~~======================================================= MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. \ MICROPAS6 v6.01 File-BENNETT Wth-CTZ11S92 Program -HVAC SIZING | | User#-MP1829 _______________________________________________________________________________ User -Endeavor Homes Run-BENNETT | GENERAL INFORMATION -------------------- Floor __________________ FloorArea................. Volume............,,,,,,,,, Front Orientation.......... Sizing Location............ Latitude................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 2266 sf 18817 cf Front Facing 0 deg (N) OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F Yes No Yes 0.20 HEATING AND COOLING LOAD SUMMARY --------------------------------- Heating _______________________________ Heating Cooling Description (Btuh) (Btuh) _________________________________ ___________ ___________ Opaque Conduction and Solar...... Glazing Conduction............... Glazing Solar ........... -......... Infiltration..................... Internal Gain.................... Ducts.........,,,,,,,,,,,,,,,,,,, Sensible Load.................... Latent Load...................... Minimum Total Load 14477 6672 7514 4884 n/a 7588 10703 4394 n/a 2100 3269 2564 35964 28202 n/a 5640 35964 33843 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. 3721 FEATHER RIVER BLVD,MARYSVILLE,CA 95901 530 740 7906 FAX 530 740 7910 . ROOF TRUSS ENGINEERING &LAYOUT DATE: 10-7-2002 COPIES 7 ENDEAVOR HOMES JOB#1896. 415-11 BENNETT ��2 f p3 . 0W.A.WWWA, sysrum Aug 28 02 09:40a Endeavor Homes 530 534 5269 F4 17('`00-08-Z4 T GG -00-9 I � I BUSS SCHEDULE TAILS MARK PITCH SPAN AMT.DESCRIPT ION I FRONT BACK A 91 7o,' c%AcQj) Ill4V: -,- F i LL -41 cz 41 y 5r2t 6� C3 VCW,11' ... .. ...... L C4 14 -nth 47 1 —41Ftzor' z 4-7 4-7 f 5-9 4a* S HZ 41f 12. Jz� IA3 �K 5 H4 47SSO w/4 Jrl C F, 4T4 1 — PROJECT:COUNTY: CONTRACTOR: ENDEAVOR HOMES ROOF: C 0 JA PLAN: DATE: SNOW: DRAWN BY: TAIL CUT: PLUMB 0 0 3 (D LA Ln w 0, cn w 4 cn N m w TRUSS SCHEDULE m c cD 0 0 Ln w 0 Ln Ln (D TAILS MARK PITCH SPAN I AMT.-IDISCRIPTION FRONT i BACK 6n go !��;ItOrOT roap. C-Hoal) L ST -Ar,,) -la "ZPILL tip yy sot i SIA PROJECT: I COUNTY: CONTRACTOR: ENDEAVOR HOMES ROOF: PLAN: DATE: DRAWN BY: SNOW: TAIL CUT: PLUMS m c cD 0 0 Ln w 0 Ln Ln (D Job Name: BENNETTI 896 EM x -Loc FGACr SIZE RB2'D TC 2x4 DFL #1 & BLr. 1 0- 1-12 1271 3.50" 1.50" BC 2x4 DF 111 G BL--. 2 36- 4- 4 1271 3.50" 1.50" WM 2X4 EFL STPNCIP.RD REFC17r 111607 'IC 17 Am BND CSI 1-2 -2223 .07 .24 .31 2-3 -2051 .03 .26 .30 3-4 -1408 .01 .20 .22 4-5 -1408 .01 .20 .22 5-6 -2051 .03 .26 .30 6-7 -2223 .07 .24 .31 13C F= AXL EM CSI 8-9 1925 .19 .28 .47 9-10 1528 .15 .40 .55 10-11 1528 .15 .40 .55 11-12 1528 .15 .28 .43 12-13 1925 .19 .28 .47 WE FCrKE GSI I+i® FCRCPI CSI 2-9 -106 .09 5-10 -522 .26 3-9 461 .19 5-12 461 .19 3-10 -522 .26 6-12 -306 .09 4-10 946 .38 mx TFgIEL.TICN (span) - L/999 IN MEM a1-12 (LIVE) I -.14" D= -.15" T= -.29-- = .29"= Joint Lo ation6 = 1 0- 0- 0 8 0- 0- 0 2 7- 0- 0 9 9- 0- 0 3 13- 0- 0 10 18- 3- 0 4 18- 3- 0 11 19-11- 0 5 23- 6- 0 12 27- 6- 0 6 29- 6- 0 13 36- 6- 0 7 36- 6- 0 PLANE I TES PER IC20 R1;3FPT3'li T oacl l for 10 PSP mrmYxa-1er1t DaL,. PLATIM BASED CN GON UTEER VNII_L-D3. Tr115$ ] D' A Flrb la2cirrd i orad at e=-tdz lcratiaz rhoAn. See 5r :i a tails (I 01087001-001). platul3 spec P1'15Ii"1'PI - 1995 TIIIS ILS1.CiV IS 11-E (1T1rC8LTE RES= OF r•j.UfTFiL•' UPI) C:SLS. BEFRTVG RE1rJGS1EVIS sl -n ri are ba_=a1 ONEY a, the truss material at -di bearing - 7-0-0 l_0-0 5-3-0 5-3-0 _ 6-0-0 77-0--0 � 7-0-0 13-0-0 18-3-0 23-6-0 29-6-0 36-6-0 18- -O1.8-3-0 t 2 3 4 5 6 7 00 -6 00 4 -4 8 9 9_o -n 9-3- 9-0-11) 18-3-0 -,-4 9-3-0 27-6-0 Truswal Systems Plates are 20 ga. unless shown by "1811(18 ga.), No' (16 ga.), or "MX"(TWNI-X 20 ga.), positioned per Joint Report. C' sled lates and false frame laces are 3ositioned as shown z U'awg: (.,DULL/ 3VZ/ _V1 may --r f;>i�,.CrIaa(5) Su6jXR-t 1 -1751b Su143:t 2 -175 lb T1v s LrUa9 is da;igt tci using the LDC -97 Cbx6- B1cLj = Yes ,A. lss LcraLiai = Not Dil 7nne C I-1u17Care/Ozean Ldro-- = No � �te9clry B]cLj La -cath = 80.00 ft, Bldj Width = 50.00 ft r.1a: n\ root held -L- = 24.74 ft, npl-I = 80 i.T3_: SL-aniatd OcaEaalry, lead Ir -ad = 17.0 psf G _t l a � T No C04, 82 � 11-4-3 E . 12i31102 / A 12 13 9-0-0 36-6-0 /2/2002 Scale: 1/8" = 1' WO FNDV1896 Cuatarner Name: ENDEAVOR DurFacs L=1.25 P=1.25 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Defl Ratio: U240 TC: It/240 it ' WARNING Mend all notes nlT this sheet (aid give a col,_v of it to the Erecting , Contractor. TBF: 93.3 :229 # This design is for all badividted building component not uuss system. It has been based un specifications pruwidul by the eunhpuocn( manulacnoer and done Chk: in accordance with the current versions of Till and APPA design stuneL,rds. Nu responsibility is assumed for dimensimsd acemacy. I)imcro'ions are to be building designer ascertain that (lie lads wilized on this Ds : JF J #LC = 14 pp� L U SAR FG verified by the component manufacturer and/or building designer prior to fabrication. The muss imposed by local building ends and the p: iiculnr applicadioo. The design assumes that the top chord is laterally TC Live 16.00 Pat V to design meet of exceed the loading the by the roof or floor sheathing and the bottom chord is laterally b -aced 6y a rigid sheathing tnateriad dirzctly arrtchzd, unless otherwise noted. TC Dead 10.00 psf LLCbraced 1. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall nm be placed in any environment (1L,t will cause the moisture content of the wood to exceed 197,: andior cause connector plate eonvsi"n. R,bric ate, handle, install and btace this Intss in BC Live .00 Pat TRUSWAL SYSTEMS - accoriLnnce with the following standards: 'JOINT' I)EPAILS', by Trus%%Ial, 'ANSU'I'I'I 1', '\VTCA I' - Wood ,rntss Council of America Stand-Ird Dcsign '1118-91 BC Dead 7.00 Pat 4445 NorAtpark Or.. Colo Springs. CO 80907 t . Responsibilities, 'HANDLING INSTALLING AND BK4CIr\G tbll'f.�l I'LATE CONNECTED WOOD'I'RUSSES' - (1118-91) and - SUMMARY SHEET' by TPI. 'rhe "1'ntss Plate Instinne ('1'Fq is located an 583 D'Onofrio Drive, t\4adison, \Nisconsbt 53719. Thz American Forest :,not TOTAL 33.00 psf 4fp5l.0 Version T6.3.5 paper Association (AFPA) is located at 1111 19th Street, NW, Ste Wit, � milington, D 2(036. WO FNDV1896 Cuatarner Name: ENDEAVOR DurFacs L=1.25 P=1.25 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Defl Ratio: U240 TC: It/240 Job Name: BENNETT1896 Truss ID: Al. Qty: 1 r TC 2x4 DFL #1 & Bt r. Plating spec : ANSI/TPI - 1995 OF BC 2x4 DFL #1 & Btr. THIS DESIGN IS THE COMPOSITE RESULT GBL BLK 2x4 DFL STANDARD MULTIPLE LOAD CASES. Joint Locations — PLATE VALUES PER ICBO RESEARCH REPORT #1607. BEARING REQUIREMENTS shown are based ONLY 1 0- 0- 0 31 36- 6- 0 Loaded for 10 PSF non -concurrent BCLL. on the truss rnateiial at each bearing. 2 2- 8- 0 32 0- 0- 0 3 4- 0- 0 33 2- 8- 0 BUILDING DESIGNER MUST VERIFY GABLE LOADS! PLATING BASED ON GREEN LUM ER VALUES. 4 5- 4- 0 34 4- 0- 0 [+) gable bracing required @ 58" intervals, 5 6- 8- 0 35 5- 4- 0 if exposed to wind load applied to face. 6 8- 0- 0 36 6- 8- 0 See "General Gable Details", C002065035. 7 9- 4- 0 37 8- 0- 0 8 10- 8- 0 38 9- 4- 0 9 12- 0- 0 39 10- 8- 0 10 13- 0- 0 40 12- 0- 0 11 13- 4- 0 41 13- 4- 0 12 14- 8- 0 42 14- 8- 0 13 16- 0- 0 43 16- 0- 0 14 17- 2- 8 44 17- 2- 8 15 17- 6- 0 45 17- 6- 0 16 18- 3- 0 46 19- 3- 8 17 19- 3- 8 47 19- 0- 0 18 19- 0- 0 48 19-11- 0 19 20- 6- 0 49 20- 6- 0 20 21-10- 0 50 21-10- 0 21 23- 2- 0 5123- ,2- 0 22 23- 6- 0 52..24-'_6- 0 23 24- 6- 0 53X25-10- 0 24 25-10- 0 54 :;27= 2-•0 25 27- 2- 0 55 :28-16- 0 26 28-.6- 0 56 29-10- 0 27 29-10- 0 57.j'31-: 2-.0 28 31- 2- 0 58 ;32-;6- 0 29 32- 6- 0 59 r33-10- 0 30 33-10- 0 60 36-.,6- 0 9-5-11 3 04.3 0 1 Z J 4 5 6 S 9 101 11 15 14516 13S 19 10 301 ?l 'J _. -6 _ .S 79 i0 31 F-600 -6.00 3-4 1-P=01 31 33 34 J5 J6 1.1 3S 39 40 41 42 43 44! 407J9 50 51 52 53 31 55 56 Dr-wg: C002275027-002 This truss is designed using the UBC -97 Code. Bldg Enclosed = Yes Truss Location = Not End Zone Hurricane/Ocean Line = No , Exp Category = C Bldg Length = 80.00 ft, Bldg Width = 50.00 ft Mean roof height = 24.74 ft, mph = 80 UBC Standard Occupancy, Dead Load = 17.0 psf 9-11-7 SHIP 0-4-3 F`/ %A E N SiB� I t 31,'01 1 xp. 12i - PICAL PLATE : 1.5-3 OVER CONTINUOUS SUPPORT 10/2/2002 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), H"(16 ga.), or "MX"(TVVMX 20 ga.), positioned per Joint Details Report. Scale: 1/8" = V Circled plates and false frame plates are positioned as shown above. 78F: 158.7 WT: 382 # WO: ENDV1896 )VARNING Read all notes on this sheet and give a coq), of it to the Erecting Cantl'CIC'101'. it has been based on specifications provided by the component manufacturer Chk: Customer Name: This design is for an individual building component not truss system. and done in accordance with the current versions of TPI and APPA design standards No responsibility is assumed for dimensional accuracy. Dimensions Dsgnr: JF #LC = 14 ENDEAVOR are to be verified by the component manufacturer and/or building designer prior to fabrication. 'rhe building designer nmv scenatn that the loads 16.00 DIIrFacs L=1.25 P=1.25 `,�utilized L on this design meet m' exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the rooror floor sheathing and the bottom chord is laterally braced by a rieid sheathing material directly attached, unless otherwise TC Live psf TC Dead 10.00 psf Rep Mbr Bnd 1.15 @S 44YY CCii OA'sh Ny 6C noted. Bracing shown is for lateral support of contponcnts members only to .educe buckling length. This component shall not be placed in any Fabricate, handle, install BC Live 0.00 psf O.C.Spacing 2- 0- 0 SYSTEMS environment that will cause the moisture content of the wood to exceed 19% andlor cause connector plate corrosion. and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Repons available as output from Truswal software. BC Dead 7.00 psf Design Spec UBC -97 4445 Northpark Dr, 'ANSI/TPI t','WTCA r. wood Truss Council of America Standard Design Responsibilirics,'HANDL ING INSTALLING AND BRACING METAL Coto Springs, CO 80907 PLATE CONNECTED WOOD TRUSSES'- (IitB-91) and'HIB-91 SUt`ib1AR1' SFII:ET' by TPI. The Tntss Plate institute (TPI) is located at D'Onoiiio (hive, 33.00 DEFL RATIO: LI240 TC: L/240 TRUSPLUS 6.0 VER: T6.3.5 Madison, Wisconsin 53719. The American Forest and Paper Association (AI I'A) is located at 1111 19th Street, M1', Ste S00, Washington, DC 220036. TOTAL psf Job blame: RENNETT1896 BM X -LOC REACT SIZEREV'D TC 2x4 LFL 41 & Btr. 1 0- 1-12 1468 3.50" 1.57" BC 2x4 rIFL ill & Btr. 2 42- 4- 4 1468 3.50" 1.57" WIC 2e4 DFL SDIgYPD 1905 .19 .23 pLA'LE Vj_L-. PER IC9D RESEARCH FERYU' #1607. TC KIRCE AXL BM CSI Ic>a(3ad fcr 10 PSF rnrca-,xlrj'e47t EMIL. 1-2 -2630 .13 .31 .44 11-12 2-3 -2482 .04 .34 ..38 .43 3-4 -1919 .08 .34 -.42 .19 4-5 -1919 .08 .34 .42 13-14 5-6 -2482 -04 .34 .38 .42 6-7 -2630 .13 .31 .44 .22 BC FCfl2CE AX[, END CSI 10 8-9 2282 .22 .23 .46 12 9-10 1905 .19 .23 .42 14 10-11 1905 -19 .30 .48 11-12 1390 .14 .30 .43 12-13 1905 .19 .30 .48 13-14 1905 -19 .23 .42 14-15 2282 .22 .23 .46 I'M FUCE CSI WFB FUKE CSI 2-9 -295 .09 4-12 661 .27 3-9 466 .19 5-12 -568 .59 3-11 -568 .59 5-14 466 .19 4-11 661 .27 6-14 -295 .09 MAX LEFIbXTTCN (spud) Lt/999 IN MQH 11-12 (LIVE) LF -.14" Lk -.15" T-- -.29" Joint Locations = 1 0- 0- 0 9 9- 0- 0 2 7- 4- 0 10 15-11- 0 3 13- 6- 0 11 17- 1- 0 4 21- 3- 0 12 25- 5- 0 5 29- 0- 0 13 26- 7- 0 6 35- 2- 0 14 33- 6- 0 7 42- 6- 0 15 42-;6- 0 8 0- 0- 0 ,Y. BLUSAR MFS; LLC •TRUSWALSYSPEMS 4445 Northpark Dr., Colo Springs, CO 60907 3'p5.0 Version T6.3.5 Traa.ss ID-, B Platirrf sj;ec ' 74NSIMI - 1995 THIS Li3ICN IS 'nE CCI- SITE RES111T OF PLIMP1E ICAD CASES. BEr'RIlr, RFliXJ1TET'aSTCS slxsaz are bm;E d OILY al the muss nctel ial at eac i LYa1i1-9. PLATEC &,_-E J CN GREEN LU436R VAILYS - 7-:1_ 0 (,_7_td t 7.9.0_ 7-9-0 � 6-2-1) 774-0_� 7-4-0 13-6-0 21-3-0 29-0-0 35-2-0 42-6-0 TI -3-0 t 21-3-0 11-2 � 3 4 5 6 7 F-6.00 -6.00 4-4 1 -P -P g 9 1011 1213 9-11-11 R -I -11 h_4 11_i N- I -11 9-0-11 i7-1-11 25-5-0 33-6-0 Truswal Systems Plates are 20 ga. unless shoom by 1118"(18 ga.), 1IH"(16 ga.), or "MX"(TWMX 20 ga.), positioned per Joint Report. Circled Dlates and false frame plates are positioned asshownas ul uvr RE:P irn1(s) : lb S1y�t 2 -171 lb 'lhi.s t1.zass is dsig-ed using the LIC -97 Cbd=. Bldg ErolcEed = Yes nuss 1.0-atiaZ = Not Did 2CM I1micare/0:ean Linz = No Eap Ciite3cny = C Bl.d7 larjdi = 80.00 ft, Bl.d3 Width = 50.00 ft h1= -uta xzt I-jeiccj-it = 25.49 ft, nph = 80 L13` SLan'1a1d Cw4xa-cy, Dkad Load = 17.0 psf 11-5-7 All, SHIP Ujj 14 42-fi-u WARNING Read all notes on this sheet and,lve a copy ol'it to the Erectin Contractor. I'his design is for an individual building compoticnt nut miss system. it Ins been based oilspecifications provided by the cumponem m:wO ufacturcr anJ done in accordance with the current versions uf'ITI and APPA design semd:,rds. No respunaibility is :,ssumad for dimensional accuracy. Dinxusions :uv to lle verified by the component m:mufacutrer and/or building dc,iguer prior to fabrics ion. The building designer must ascertain th:d the buds utilized o0 this design meet or exceed die hwding imposed by the local buil,ling code and the paticuL-,r application. The dasign assumes th.d the top churl is I'derdly braced by the roof or flour sheathing :rad the butann chord i, k,terally br:,,ud by a rigid sheathing matci-61 directly attached, unless otherwise holed. Ortehtg shown is for bteml support of components members unly to reduce buckling leugth. 'Phis compnnem shill out be placad iu :mv environment dLu will cause the moisture content of the wood to exceed 199 and/or c:utse c nnecwr pkte corrosion. Fabricate, handle, inscdl Wind brace this cuss in accord:mce with the following suitinds: 'JOINT D1 '1'All-S', by Truswal, 'AN'SlITI 1', '\V'IT'A I' - Wood Taus Council of .Amoricc, kiniktrd Design Responsibilities, 'HANDLING INSTALLING AND BRACING A1EI'AI, PLA'T'E CONNECTED WOOD TRIISSES' - (11111.91) and 'bll[t-ll SUMMARY SHEET' by TPI. The Truss Ittle Institute (TH) is luated :u 583 D'Onofrio Drive, Madison, Wisconsin 51719. The Amcric:m Forest Will Paper Association (APPA) is located :.t 1111 191h Street, N\V, Ste X81, Washington, DC 2W36. THF: 106.7 WT:276 # Clilc: Dsgnr: JF . #LC = 14 TC Live 16.00 psf TC Dead 10.00 psf BC Live .00 psf BC Dead 7.00 psf TOTAL; 33.00 psf 10/2/2002 Scale: 3/32" = 1' WO: ENDV1896 Customer Name: ENDEAVOR DurFacs L=1.25 P=1.25 Rep Mbr End 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Dan Ratio: L/240 TC: W240 l Err. P. 17_/31102 %* CMS PSP 11 72 1314 1116 17 18 9-0-0 8-3-3 7 -.1.I -h 3-3-3 9_11-(1 , {�io �;,W�Sxo 9-0-0 17-3-3 25-2-13 33-6-0 42-6-0 �/ N� Sp TYPICAL PLATTE : 1.5-3 ®� 2/2002 Truswal Systems Plates are 20 ga. unless shown by 1118"(18 ga.), Scale: 3/32" = 1 "H"(16 ga.), or 11MX"(TWMX 20 ga.), positioned per Joint Report. Circled Dlates and false frame Plates are positioned as shown above. WARNING Rend all notes on this sheet and ;ive a copy o 'it to the LSrectina Colltrtictor. TBF: 138. This design is for individual building componcnt not (rush system. It Ica been based un speeificadions provided by the. component manufacutrer and done Chh: in accordance with the current vmsious of 'fl'I and APPA design standards. No responsibility is assumcJ for dimensiutc,l accuruy. Dimensions arc w be Dsgnr: JF A MFG. verified by the component manufacturer hind/ur building designer prior (o fabric:nion. 'fhe building designer must asccnain that the bc,ds mili'rad un This B LU SAR Y' fd F `8il o design meet or exceed the Iwding imposed by (hc local building code and the paiictd: r application. The design assumes dcu the lull chord is laterdh' TC Live LLC braced by the roof or floor sheathing and the bottom chord is leierdly bt:uced by a rigid sheathing ucuerhd directly attached, unless otherwise noted. Bracing shown is for kneral suppon of components members only to reduce buckling length. This component shall not be placed in any environment slim TC Dead x.,: . will cause the moisture content of the wood to exceed 19% andlor :.:,usc connector plate corrosion. Fabricate, lundle, insedl and brace this miss in BC Live �TRUSWAL SYSTEMS accordance with the following standards: 'JOINT' DETAILS', by Tniswal, 'ANSI/'I'PI 1', 'W'f(.:A l' - Wood'I'nnss Council of America Sunikurd Design 4aa5 Northpark Dr., Colo Springs, CO 30907 Responsibilities, 'FIANDLINO INSTALLING AND BRACING full?"1'AI. PLA'1'li i�:ONNL•'C''THD \VOf)D'TRUSSL•ti' - (MIB -91) and '1118-91 BC Dead SUMMAI:Y SIiEE'I" by'I'PI. '1'he'lhlcs Plate Institute �fpq is located at 583 U'Ouufriu Drive, biadison, Wisconsin 337 19. The American Porcs(:md TPS . 0 Version T6.3.5 Paper AssoGialion (APPA) is located at 11 it 19th Street, NN', Ste S(k), Washington, DC ^_0016. TOTAL 0 WT -.342 # WO: ENDV1896 Custcner Name: #LC = 14 ENDEAVOR 16.00 psf DurFacs L=1.25 P=1.25 10.00 psf Rep Mbr Bnd 1.15 .00 psf O.C.Spacing 2- 0- 0 7.00 psf Design Spec UBC -97 33.00 psf Ikt] Ratio: L/240 4C: L/240 Truss 9 'v, B1 Qty: 1 EJ )ob Name: BENNEi1"1896 B1, X -ILC r9nCT4:SI2E REQ'D TC 2x4 II -L #1 & Btr. Platiaaac : PI45I/TPI - 1995 lg 'j IFAS Lr I�3I IS THE CCrIFtS> IF R) S'CLT OF MS LULL T 14:'ACTif19(- 1 0- 1-12 242- 4- 4 1402 ` 3.50" ]..50" 1403 3.50" 1.50" BC V B 2 DFL 2x4 NL #1 S Blr. STPNCl�}� h1ILTIF LffCuU; lzasal QVLY S g- �t 2 -124 lb 'Iles truss is cLsigt1�11asi1rj t1- ML, ELK PLATE V-11LL&5 2x4 DFL SIPI� AZD PLR ICl3D RH rKI-I RE= #1607. aITS. BLPI2IIJ3 l:[I=AJIfifT�7lIS share hit R a� LI -e tiilss nrate ial at ead-1 1"e-rtiB. C1xL. Blci F]�lcaad =Yes TL F= 1-2 -2636 AXL BND CSI .12 .28 .40 Draui2ge 11LISt be plrovida3 t0 N0.7.d p1Y31117. Loaded for a� �z staples)�fm�calalclt �lzlccks. gable blocks. blocT TYu.3-.s Loa -i = Net Ehd Za-B C 2-3 -2462 .05 .18 .23 F ATJI�; BASED CN C RaN UMBER VATS 5. Ly7LayLDIl4; I.ISI lateNER VERIFY ! Rm i.c n1=;Oc�n Lire. = No F.<p Cate9-Y = 80.00 ft, Bldg Width = 50.00 ft 3-4 -2186 4-5 -3088 .04 .29 .33 .16 .36 .53 (ij gable L'IIaclll� 1 IKrrirez1 c„ 50" intellaLs, to had applied to face. Bldg Li=sL3t11 = P1van rcoi. 1- i. -it = 22.42 ft, npll = 80 5-5 -3088 5-7 .07 -45 .53 if az cxi �,v S "G�rial Cal>le Il'tails", CCO20o5035. tEC Staljalcl CYx�.Izatr}r, L>?ad Inad = 17.0 psf -3088 .16 .36 .53 7-8 -2186 .04 .29 .33 8-9 -2462 .05 .18 .23 9-10 -2637 .12 .28 .40 BC FIS AM HID CSI 11-12 2290 .22 .25 .48 12-13 2798 .28 .25 .53 13-14 2798 .28 .27 .54 14-15 3281 .33 .27 -59 15-16 2798 .28 .27 .54 16-17 2798 .28 .25 .53 17-18 2290 .22 .25 .48 ItEB FCRCE CSI FEB FCRCE CSI 2-12 -231 .07 6-15 -293 .19 3-12 998 .41 7-15 477 .19 4-12 -913 .60 7-17 -913 .60 4-14 477 .19 8-17 998 .41 6-14 -293 .19 9-17 -231 .07 7-0-0� 6-3-� 7-11_=L1 7-11=_l 6-3-� 7-0-0 MAX EM=CN (sem) ' 7-0-0 L1-3-5 21-3-0 29-2-1 *1 35-6-0 42-6-0 L/999 IN VU1 14-15 (LIVE) i1 9-0- 24-660 9.0.0 LF -.23" D= -.24" 1- -.47" 7 8 ') 10 6 = Joint I.0 1 0- 0- 0 atirns = 10 42- 6- 0 �- _6 pp 2 7- 0- 0 11 0- 0- 0 0 6.00 2 5-4 3 9- 0- 0 4 13- 3- 5 12 9- 0- 13 15-11- 0 5-6 2.5-4 S = 3-4 2.5-4 5-6 7 �C Vi ES 5 18-11- 0 14 17- 3- 3 T .-4 �- I �� 'a V" ''• 4,\ 6 21- 3- 0 15 25- 2-13 7- 0 Y ii 4-111-3 r\ ,, 7 29- 2-11 8 33- 6- 0 16 26- 17 33- 6- 0 4_10-3 3_�j 3-8 " SHIP W iti 9 35- 6- 0 18 42- 6- 0 - =i=�- � x 2.5x74 3-7 (1-4-3 ¢ � N C 32 � � 0-4-3 3-7 S = l Si , l Err. P. 17_/31102 %* CMS PSP 11 72 1314 1116 17 18 9-0-0 8-3-3 7 -.1.I -h 3-3-3 9_11-(1 , {�io �;,W�Sxo 9-0-0 17-3-3 25-2-13 33-6-0 42-6-0 �/ N� Sp TYPICAL PLATTE : 1.5-3 ®� 2/2002 Truswal Systems Plates are 20 ga. unless shown by 1118"(18 ga.), Scale: 3/32" = 1 "H"(16 ga.), or 11MX"(TWMX 20 ga.), positioned per Joint Report. Circled Dlates and false frame Plates are positioned as shown above. WARNING Rend all notes on this sheet and ;ive a copy o 'it to the LSrectina Colltrtictor. TBF: 138. This design is for individual building componcnt not (rush system. It Ica been based un speeificadions provided by the. component manufacutrer and done Chh: in accordance with the current vmsious of 'fl'I and APPA design standards. No responsibility is assumcJ for dimensiutc,l accuruy. Dimensions arc w be Dsgnr: JF A MFG. verified by the component manufacturer hind/ur building designer prior (o fabric:nion. 'fhe building designer must asccnain that the bc,ds mili'rad un This B LU SAR Y' fd F `8il o design meet or exceed the Iwding imposed by (hc local building code and the paiictd: r application. The design assumes dcu the lull chord is laterdh' TC Live LLC braced by the roof or floor sheathing and the bottom chord is leierdly bt:uced by a rigid sheathing ucuerhd directly attached, unless otherwise noted. Bracing shown is for kneral suppon of components members only to reduce buckling length. This component shall not be placed in any environment slim TC Dead x.,: . will cause the moisture content of the wood to exceed 19% andlor :.:,usc connector plate corrosion. Fabricate, lundle, insedl and brace this miss in BC Live �TRUSWAL SYSTEMS accordance with the following standards: 'JOINT' DETAILS', by Tniswal, 'ANSI/'I'PI 1', 'W'f(.:A l' - Wood'I'nnss Council of America Sunikurd Design 4aa5 Northpark Dr., Colo Springs, CO 30907 Responsibilities, 'FIANDLINO INSTALLING AND BRACING full?"1'AI. PLA'1'li i�:ONNL•'C''THD \VOf)D'TRUSSL•ti' - (MIB -91) and '1118-91 BC Dead SUMMAI:Y SIiEE'I" by'I'PI. '1'he'lhlcs Plate Institute �fpq is located at 583 U'Ouufriu Drive, biadison, Wisconsin 337 19. The American Porcs(:md TPS . 0 Version T6.3.5 Paper AssoGialion (APPA) is located at 11 it 19th Street, NN', Ste S(k), Washington, DC ^_0016. TOTAL 0 WT -.342 # WO: ENDV1896 Custcner Name: #LC = 14 ENDEAVOR 16.00 psf DurFacs L=1.25 P=1.25 10.00 psf Rep Mbr Bnd 1.15 .00 psf O.C.Spacing 2- 0- 0 7.00 psf Design Spec UBC -97 33.00 psf Ikt] Ratio: L/240 4C: L/240 lob Name: BENNE'TT1096 61r. X -LOC RE4C1 'SIZE; R132'D TC 2x4 LFI, #1 & Btr. 1 0- 1-12 1468 3.50" 1.57" BC 2x4 1%L #1 & Btr. 2 42- 4- 4 1468 3.50" 1.57" WEB 2x4 ISL STAND3.RD -567 .59 6-14 -292 .09 4-11 SIKER 2x4 DFL #1 & Btr. 7C FC KEE AXL HID CSI CSC, BTR 2x4 DFL SIPNrPRD maenad for 10 PSF gal . 1-2 2-3 -2630 -2482 .13 .04 .31 .34 .44 .38 FLA= BASED CN aMN LL.DIBFR \jP1n 7S. 3-4 -1919 .34 .42 +++-r++++++++++++++++++ 4-5 -1918 .08 .08 .35 .43. DesiqT)ed far 1-9 K lbs &-Zg loadlied d 5-6 6-7 -2491 -2253 .04 .33 .35 .38 .45 evenly along Ule top d'mTl to the el Q ea. bearing (Unless rioted) , aaicurm-tLly .11 with dead + 0 % live loads. D.F. = 1.33 BC FCftCE AM" EM CSI l-Toi2. reaction = 1.9 K Ihs. ea. bearu-g. 8-9 2492 -46 Oo niectirn ON others) nust tearisfer equal 9-10 2123 .30 ,.16; .19-1 '.23 .42 load to each ply (or adl-a1) shoal. 10-11 2123 .19" .30 .49 ++++++++++++. +++ r r++++ 11-12 1669 .14' .30 .44 12-13 2123 .19 .29 .48 13-14 2123 .19 '.26 .45 14-15 2486 .22 .26 .49 WES r4aKE CSI VM FI'RCE CSI 2-9 -295 .09 5-12 -570 .59 3-9 466 .19 5-14 478 .19 3-11 -567 .59 6-14 -292 .09 4-11 662 .27 ST , -708 .54 4-12 659 .27 MX EEFLEX rlav (span) L/999 IN MEM 11-12 (LLVE) LF -.15" D= -.15" T= -.30" TYPICAL PLATE : 1.5-3 BLUSAR LLC �TRUSN'AL SYSTEMS 4445 Nonhparl Dr., Colo Springs, CO 80907 '(p5.0 Version T6.3.5 Truss IP- BF Plating spEc ' P13SI%1PI - 1995 T1lIS 17_SICPI IS '11E (M,IrCSTIE RESULT OF 1-UMPLE ISDAD CAS23. BE:4RIl,r' RE!'<iJIRRD ENIS sha"1 are lased GIUY al Ore tr uas mate) ial at each Ixaritr3. PI�JE VA:LLE,,, FM ICBG RLSE�IKH RI�C327` #].607 PCav use aca-}late staples for gable blccks - [.t] Dcgable hraicirrl 1 dxed �R MST Y58"$i ti�als, if eqxaxxl to .-arrT.oad plied to face. See "C zral Gable Details", CD02065035. 6-2-0 7-1-0 7-9-0 i fi=2-0 i 7-4-0_i 7-4-0 13-6-0 2'1-3-1) 29-0-0 35-2-0 42-6-0 21-3-0 91-3-0 I 2 3 �4 5 6 7 F-6 0 0 4-4 -6 00 8 9 1011 1213 9-0-0 N-1-0 5-4-0 9 -I) -(I 17-1-11 25-5-0 Vivwg: UPLIFT' RCACTTall(S) : Sl44-lr 1 -171 lb 5,43 ca -t 2 -3.71 1b Tris truss is clesigl-ted, using Ule LEC -97 Cale. BlC13 nnolaxcl = Yes Thus La.atian = Not 0>33 2a -re Cln,�c ur/C> eel Tine = bb FSp Category = C B1&j Ler1U-1 = 80.00 ft, Blclg VdcUr = 50.00 ft p1Eran icvt I-eicillt = 25.49 ft, nph = 80 tLr Sta1r1--1.d 0.Uj-_)arry, Dann Lmd = 17.0 psf 11-5-7 SIM, 0-4-3 I-ILI) S ons 14 15 8-1-0 9=11-(1 33-6-0 42.-6-0 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), H11(16 ga.), or "MX"(TWMX 20 ga.), positioned per Joint- Report. Circled plates and false frame plates are positioned as shown above. WARNING Read all notes on this sheet and -il'e a cope, of it to the Grectina Contractor. This design is furan individttal building component not irtss systcm. It has been based un speailir:cions pruvidcd by the cunyuhnent manuClcturer and dune in accordance with the current versions of Till oud APPA design sr-mdnrds. No rasponAbility is asnumcd for dimansiun:ll ac-ncy. Dimensions :.rc to be verified by the component manufacturer and/or hi ilding designer prior to Ctbrio:i ion. The bt ildina designer ninst 3scetlillll dl:d tile. In.tds nnlizcd on this design meet or exceed the bladhip imposed by the local building end- :md ill. p:dieul:,r applic:dion.- The dcsign assumes that the top chord is Lder.MY braced by the roof or noor shuthbrg and the bosom chord is L'nerally briced by a rigid sheathing material directly suoched, unless olhetwise n0ted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any envir0nmcnt ih.d will came the moisture content of the wood to exceed I99 nm -'or cause connector pbue corrosion. Pabricde, handle, install and brace this moss in accordance with the following standards: 'JOINLT DETAIS', by Trnswal, 'ANSUTPI 1', '\U'I'i_A I' - Wood Truss Councilf oAmerica Sianiki d Design Responsibilities, 'HANDLING INSTALLING AND BRACING \ili'rAl- PI_4'rE CONNECTED WOOD TRUSSES' . (11113-91) and A1111-91 SUMMARY SHEET" by wi. The Truss Plate Institute (TPI) is loc.ucd rat ;i:3 D'Onofrio Drive, -NIadisun, Wisconsin 53719. The Amcrical forest and Paper Association (APPA) is located .it I I I I I91h Street, NN', Ste Bib, \Uashinglun, DC 21k1_6. - _- TBF: 176.0 WT:433 # Clic: Dsgnr: JF #LC = 18 = Joint Iaatica s = 1 0- 0- 0 9 .9-.0- 0 2 7- 4- 0 10 15-11- 0 3 13-6- 0 11 17- 1- 0 4 21- 3- 0 12 25-15- 0 5 29- 0- 0 13 26-17- 0 6 35- 2- 0 14 33-t6- 0 7 42- 6- 0 15 42-`6- 0 8 0- 0- 0 k TYPICAL PLATE : 1.5-3 BLUSAR LLC �TRUSN'AL SYSTEMS 4445 Nonhparl Dr., Colo Springs, CO 80907 '(p5.0 Version T6.3.5 Truss IP- BF Plating spEc ' P13SI%1PI - 1995 T1lIS 17_SICPI IS '11E (M,IrCSTIE RESULT OF 1-UMPLE ISDAD CAS23. BE:4RIl,r' RE!'<iJIRRD ENIS sha"1 are lased GIUY al Ore tr uas mate) ial at each Ixaritr3. PI�JE VA:LLE,,, FM ICBG RLSE�IKH RI�C327` #].607 PCav use aca-}late staples for gable blccks - [.t] Dcgable hraicirrl 1 dxed �R MST Y58"$i ti�als, if eqxaxxl to .-arrT.oad plied to face. See "C zral Gable Details", CD02065035. 6-2-0 7-1-0 7-9-0 i fi=2-0 i 7-4-0_i 7-4-0 13-6-0 2'1-3-1) 29-0-0 35-2-0 42-6-0 21-3-0 91-3-0 I 2 3 �4 5 6 7 F-6 0 0 4-4 -6 00 8 9 1011 1213 9-0-0 N-1-0 5-4-0 9 -I) -(I 17-1-11 25-5-0 Vivwg: UPLIFT' RCACTTall(S) : Sl44-lr 1 -171 lb 5,43 ca -t 2 -3.71 1b Tris truss is clesigl-ted, using Ule LEC -97 Cale. BlC13 nnolaxcl = Yes Thus La.atian = Not 0>33 2a -re Cln,�c ur/C> eel Tine = bb FSp Category = C B1&j Ler1U-1 = 80.00 ft, Blclg VdcUr = 50.00 ft p1Eran icvt I-eicillt = 25.49 ft, nph = 80 tLr Sta1r1--1.d 0.Uj-_)arry, Dann Lmd = 17.0 psf 11-5-7 SIM, 0-4-3 I-ILI) S ons 14 15 8-1-0 9=11-(1 33-6-0 42.-6-0 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), H11(16 ga.), or "MX"(TWMX 20 ga.), positioned per Joint- Report. Circled plates and false frame plates are positioned as shown above. WARNING Read all notes on this sheet and -il'e a cope, of it to the Grectina Contractor. This design is furan individttal building component not irtss systcm. It has been based un speailir:cions pruvidcd by the cunyuhnent manuClcturer and dune in accordance with the current versions of Till oud APPA design sr-mdnrds. No rasponAbility is asnumcd for dimansiun:ll ac-ncy. Dimensions :.rc to be verified by the component manufacturer and/or hi ilding designer prior to Ctbrio:i ion. The bt ildina designer ninst 3scetlillll dl:d tile. In.tds nnlizcd on this design meet or exceed the bladhip imposed by the local building end- :md ill. p:dieul:,r applic:dion.- The dcsign assumes that the top chord is Lder.MY braced by the roof or noor shuthbrg and the bosom chord is L'nerally briced by a rigid sheathing material directly suoched, unless olhetwise n0ted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any envir0nmcnt ih.d will came the moisture content of the wood to exceed I99 nm -'or cause connector pbue corrosion. Pabricde, handle, install and brace this moss in accordance with the following standards: 'JOINLT DETAIS', by Trnswal, 'ANSUTPI 1', '\U'I'i_A I' - Wood Truss Councilf oAmerica Sianiki d Design Responsibilities, 'HANDLING INSTALLING AND BRACING \ili'rAl- PI_4'rE CONNECTED WOOD TRUSSES' . (11113-91) and A1111-91 SUMMARY SHEET" by wi. The Truss Plate Institute (TPI) is loc.ucd rat ;i:3 D'Onofrio Drive, -NIadisun, Wisconsin 53719. The Amcrical forest and Paper Association (APPA) is located .it I I I I I91h Street, NN', Ste Bib, \Uashinglun, DC 21k1_6. - _- TBF: 176.0 WT:433 # Clic: Dsgnr: JF #LC = 18 TC Live 16.00 psfn TC Dead 10.00 psf BC Live .00 psf BC Dead 7.00 psf TOTAL 33.00 psf 10/2/2002 Scale: 3/32" = 1' WO: ENDVI896 Customer Name: ENDEAVOR DurFaca L=1.25 P=1.25 Rep I&r Bad 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Defl Ratio: L/240 TC: L/240 Job Blame: DENNETT1896 BItG X -LCC RE4Cf SIZE REQ'D TIC 2x4 DFL #1 & Btr. 1 0- 2-12 1452 5.50" 1.55" BC 2x4 DFL #1 & Bks. 2 41-11- 7 1826 5.50" 1.57" 1,EB zc4 r;FL SI2lm RD PLATE I TVS PER ICBO REEPR11 REKRr #1607. TC FCRCE AXL HID CSI Laadxi for 10 FSFrrn-cot-r ixent 1311ML. CLI 1 23 .00 .04 .04 PLATIIG BASED CN aZEEN LLMlM V41M. 1-2 -4070 .13 .58 .71 UP= rokCTICN(S) : 2-3 -3794 .11 .23 .34 9-nxnt 1 -130 lb 3-4 -3083 .18 .37 .55 SLY -Fort 2 - 68 lb 4-5 -3558 .19 .28 .48 ++++++++++++++++++++++ 5-6 -3558 .19 .19 .35 .54 CIJLRupjG(S) vM BE SI-L&nDgED UP TU 3" WkX. ! 6-7 -2655 .14 .40 .54 cverhm-g Soffit loadjxu = .0 psf 7-8 -2332 04 34 38 +++++++++++ i. +++ + i +++++ 8-9 882 .11 .34 .45 9 -CR 23 .00 .04 .04 BC Fly AAT., BND CSI 10-11 3624 .45 .34 .79 11-12 3636 .45 .14 .59 12-13 3436 .32 .20 .53 13-14 2742 .26 .20 .46 14-15 2354 .22 .22 .44 15-16 2152. .19 .22 .41 16-17 1256 .08 .14 .22 17-18 1256 .08 .26 .34 18-19 -715 .42 .30 .72 I'm FC1tCE CBI WEB FCRCE CSI 2-11 63 .02 6-14 1494 .60 2-12 -247 .06 6-15 203 .06 3-12 239 .3.0 7-15 424 .19 3-13 -700 .62 7-16 -611 .13 4-13 466 .19 8-16 1129 .46 4-14 1045 .40 8-17 100 .03 5-14 -265 .08 8-18 -2290 .46 WX DEFE NCN (qoan) L/999 IN MEM 12-13 (LIVE) L= -.30" D= -.32" T= -.62" MAX IF1:IF)rI'ICN (calif) WG41 IN M1 18-19 (LIVE) IF .10" Lk .11" T= .21" Joint Trratima 1 0- 0- 0 3a 7- 6- 0 2 7- 6- 0 12 10-11-12 3 10-11-12 13 17- 9- 0 4 17- 9- 0 14 23- 9- 0 5 23- 9- 0 15 29- 9- 0 6 29- 9- 0 16 36- 6- 4 7 36- 6- 4 17 40- 0- 0 8 40- 0- 0 18 41-11- 7 9 47- 6- 0 19 47- 6- 0 10 0- 0- 0 TYPICAL. PLATE : 1.5-3 BLUSAR MFG LLC -TRUSWAI. SYSTEMS 4445 Norilypark Dr.. Colo Springs; CO 80907 Tp5.0 Version'T6.3.5 rl uss 1P0 C1 Qty: Plal:irg spa : AIBI/TPI - 1995 THIS LESICiT IS TTE CC7'•TF03I<IE RES= OF I'LUTPLE I -DD CASM. BE"ARTTTO I13--fiIRD E17I:, slaaaa are based CNLY cri t3-,-- truss material at ead'I ba:uirg. Dcainxje nwt he pro✓dcb3 to avoid pa -ding. Tlus truss is dass>_gl-1,--i usire the LAC -97 (lode. BIC3 El-Olozed = Yes Truss La:3tiat = lskt D-0 tale laitr. ne/Ceram Lirr = I3o D p C�t�jm-y = C BI I_ery_th = 80.00 ft, Bldg WiclUi = 50.00 'ft r -team riot heigi-k. = 24.61 ft, nph = 80 LE -C Stal,�jard O;,a.g_.al> y, Aad Load = 17.0 psf 7-6-0 111-3-0 --, 6-0-o 6-0-0 6-9-4 LO -1 1-12 , 7-6.0-6.0 17-9-0 23-9-0 29-9-0 36-6-4 47-6-0 17-9-0 12-I1-11 17-9-0 1 l 2 3 4 5 6 7 8 9 6.00 -6.00 Illi -,iy lxx.,;<d a7 d-m:d Jnacir,y applied per tt1 tollovirg sd-Alle: 27 nine o.c. fran to TIC 24.00" 18- 4- 0 29- 4- 0 DC 125.00" psf 2�_ 13:. 75.00" 0- 8 47- 0- 8 1-1" l(1 11 12 13 14 15 7-6-0 10-3-I1 6-0-0 6-0-0 7-6-I1 17-9-0 23-9-1I 29-9-0 t_s-s-ti 1-L-+1 16 17 1R 19 6-9-4 , 5-5-3 5-6-9 36-6-4 41-11-7-11-7 47-6-(1-6-0 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), H"(16 ga.), or "MX"(TWh•IX 20 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. WARNING Reid all notes on this sheet and give a cot�v of it to the Erectin, Contractor. This design is for an individual building component not truss system. It has been based nn speeificcuions provided by the component m:mai❑cmrer:md Bono in accordance with the eurrcut vaxionS WWI Lind AFI"A dasiou sruuLu ds. No responsihility is r ssumtd for dimensional aceol icy. Uimensi"ns are to he verified by the component manuf:tcutrer and!or building clesieuer prior io l bricalion. The building designer must ascen.tin that life. keds Lit ili'red on Illis design meet or exceed the lu:uling imposed by me lueal buihling code and due paiicuLtr application. The design assumes fhcd file top chord is kderdy braced by the root or floor sheathing and die bnnom chord i., Iatet:iliy bnwed by a rigid sheathing inwercd directly anachcd, unless odtetwise notal. Bracing shoum is for laterad support of components members unlp to reduec buckling length. This compuncnt slcdl not be placed est :my environment 1h.%(will cause flit moisture content of the wood to exceed 19% and/ur cause amncaor plate curroiiou. Rubricate, h:mdlc, ins:ill and brace dui, miss in accordance with the following staritt rds: 'JOINT DETAILS', by'frtsn:ul, 'ANSI/Till 1', '1VTCA F - Wood'I'niss Council of Americt Senldard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL., PLATE' CONNEcl'13D WOOD T'RI ISSF.S' - (11111-91) and '11113-91 SUNIMARY 81-16131' by'1'PI. Then ss Pktte Instinme (TPI) is located cut 510 U'Onuftio Drive, N•ladisun, Wisconsin ?3719. The AI11eriCLtn Forest and Paper Association (ARTA) is loaned :d 1111 1911 Sireai, NW, Ste StM1, Wsshuretun, DC 2t1t136. TSF: 152.7 wT:377 # Chk: Dsgnr: OF #LC = 27 TC Live 16.00 psf TC Dead 10.00 psf BC Live .00 psf BC Dead 7.00 psf TOTAL 33.00 psf 10/2/2002 Scale: 3/32" = 1' WO: ENDV1896 Customer Name: ENDEAVOR DurFacs L=1.25 P=1.25 Rep I&r Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Dafl Ratio: W240 TC: W240 Job Name: BENNETT1896 TrLISS ID: C2 Qtv: 1 BRG x -LOC REACT SIZE REQ'O TC 2x4 DFL #1 & Btr. Plating spec . ANSI/TPI - 1995 1 0- z-12 1395 5.50" 1.so" BC 2x4 DFL #1 & Blr. THIS DESIGN IS THE COMPOSITE RESULT OF 2 39-11- 7 1916 5.50" 1.67'• WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. TC FORCE AXL Bim . CSI PLATE VALUES PER ICBO RESEARCH REPORT #1607.BEARING REQUIREMENTS shown are based ONLY OL- 1 23 0.00 0.04 0.04 Loaded for 10 PSF non -concurrent BCLL. on the truss material at each bearing. 1-2 -3818 0.11 0.55 0.67 Shim bearinggs ((if needed) for req. support. Drainage must be provided to avoid ponding 2-3 -3590 0.13 0.23 0.36 UPLIFT REl�CTION(S) PLATING BASED ON GREEN LUMBER VALUES. 3-4 -2874 0.16 0.33'0.49 4-5 -3231 0.16 0.26%0:42: Support 1 -122 Ib 5-6 -3231 0.14 0.35 0.49 Support 2 -177 Ib 6-7 -2300 0.08 0.37;10.45 ++++++++++-F+++++++++++ 7-8 -1634 0 3.3 0.40' 0:4a .. OVERHANG S) MAY BE SHORTENED UP TO 3" MAX.! B-9 1004 0.13 0:40 0'52: OVERHANG(S) 9 -OR 23 a.00 0:04 0:04 Overhang Soffit loading = 0.0 psf +++++++++++++++-t++++++ BC FORCE AXI. KBI4D CSI. 10-11 3451 0.42 0.31 0.73 11-12 3461 0.42 0.12.0'.54 12-13 32480.30 0.201'C0.50 13-14 2552 0.23 0.20f.0.43 14-15 2031 0.17 0.23}}0.40 15-16 1542 0.10 0.23 0.33 16-17841 0.52 0.25 0-.77 17-18 -829 0.55 0.27 0.83 WEBFORCE CSI WEB FORCE CSI 2-11 62 0.02 6-14 1479 0.59 2-12 -248 0.06 6-15 -328 0.16 3-12 251 0.10 1-15 913 0.37 3-13 -703 0.63 7-16 -989 0.20 4 -1 3 465 0.19 8-16 1544 0.63 . 4-14 87 0.33 8-11 -1766 0.24 5-14 -2710.08 MAX DEFLECTION (sppan L1999 IN MEM 12-13 MV ) L= -0.27" D= -0.29" T= 0.56' MAX DEFLECTION (cant) : U602 IN MEM 17-18_(LIVE) L= 0.15" D= 0.16' TT= 0.331" Joint Locations - 1- 0- 0- 0 10 0- fl0 2 7- 6- 0 11 7- 6- 0 3 10-11-12 12 10-11-12 4 17- 9- 0 13 17- 9- 0 5 23- 9- 0 14 23- 9- 0 6 29- 9- 0 15 29- 9- 0 7 36- 6- 4 16 36- 6- 4 8 40- 0- 0 17 40- 0- 0 9 47- 6- 0 18 47- 6- 0 17-9-0 12.0.0 17-9-0 �- 3 4 i 67 S v 6.0� 0 -6.00 0-� L.ou l i N 23-3-8-3-8 23-3-8 1-� ,t,_es _- f)rwq: C002275027-007 This design based on chord bracing applied per the following schedule: max o.c. from to TC 24.00" 18- 4- 0 29-4-0 BC 120.00" 0-5-8 12-7-8 BC 75.00" 29-0-8 47-0-8 This truss is designed using the UBC -97 Code. Bldg Enclosed = Yes Truss Location = Not End Zone Hurricane/Ocean Line = No, Exp Category Poor C Bldg Length = 80.00 ft, Bldg Width = 5000 . ft Mean rooheight = 24.61 ft, mph = 80 UBC Standard Occupancy, Dead Load = 17.0 psf 5W 901 V4 PICAL PLATE: 1.5-3 0�1 ft y Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.)), 10/2/2002 'H"(16 ga.), or "MX"(TWMX 20 ga.), positioned per Joint Details 12eport. Scale: 3/32" = 1' Circled plates and false frame planes are positioned as shown above. TBF: 149.3 WT: 3674 WO: ENDV1896 FEARNINGRead all notes on this sheet crud give a copy of it to the Erecting Contractor. Customer Name: This design is for an individual building eomponau not miss systcm. h has been bas d un ipcciticatinns provided by the componcut mnnufaaurer Chi(: and done in accordance with the current versions ofTPl and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgnr. JF #LC = 27 ENDEAVOR arc to be verified by the component nhanufaciurer and/or building (Icsigner prior w lubrication. The building designer must ascenain that the loads wilizcd on this design nhect orercecd the loading imposed by the Incas building code and the particular application. The design assumes that the top chord TC Live 16.00 psf DurFacs L=1.25 P=1.25 TRUSWA L is laterally braced by the roof or floor shemhing and the bottom chord is laterally hnced by a rigid sheathing material directly attached, unless utter-isc TC Dead 10.00 psf Rep Mbr Bnd 1.15 noted. Bracing shown is for laterad support of componcros nhcinbcts only to reduce buckling length. This component shall not be placed in any SYSTEMSem•iromnem tbal will cause the m�istu a con nm oFthe wood ro escccd 19' mhd(orcause cmvhecror plate emiusion Fabricmc, handle, insmlt BC Live 0.00 psf O.C.Spaeing 2- 0- 0 4445 NOdhpark DL and brace (his truss in accordance with the following standards: 'Joint and Cutting Detail Reports available as output trout Truswal saftwarc', BC Dead 7.00 psf Design Spec UBC -97 Colo Nortngs, 00130907. 'ANShTPI 1','WTCA I'- Wood Truss Council of Anhaica Standard Design ResponsibiIities,'IIArNtDLING INSTALLING AND 131CXCING METAL PLATE CONNECTED WOOD TRUSSES'- (1118-91) and'i II8-91 SWONL\RI' Sr1EET' by TPI. The Truss Plate Instmnc (TPU is located at D'Onu6'io Drive. TRUSPLUS 6.0 VER: T6.3.5 Niadison, Wisconsin 53719. The American Forest and Paper Association (APPA) is located at 1111 1901 Street, NW, Ste 800, Washinetcm, DC 10036. TOTAL 33.00 psf DEFL RATIO: L/240 TC: U240 job Name: BENNETT1896 BRG X-= RECr SIZE RE12'D TC 2x4 DFL. #1 1 0-1-12 357 3.50" 1.50" BC 2x1 DFL #1 S Bt:r. 2 3 10-11-12 38-10- 4 1424 3287 3.50" 3.50" 1.52" 1.50" 4E 2x4 DFL SrAkD--RD H_ME VAU_ S PER ICBG RFSEPP'-1'I1tEkY%T #1607. 4 47- 4- 4 315 3.50" 1.50" Toadad for 10 PSF trn-ccma-r �'lt BCLL. 14-15 934 .09 .20 .29 Install irate icr E11LPOlt (s) before election. IC F= AXL END CSI .24 Shim (if �_ ) for7. sgjj- rt. 1-2 -350 .00 .32 .32 17-18 truss is 2-3 437 .04 .31 .36 -219 T13C-97 Occle. 3-4 -857 .01 .28 .29 Bldg Erclosecl = Yes 4-5 -1346 .27 .30 Truss T, tion = Net R -A Zone 5-6 -1346 .03 .28 F3uzicarie/ocem Lire = No, EN? Category = C 6-7 -1093 .03 .25 .32 Bldg 80.00 ft, BEN?&j width = 50.00 ft �.���� 7-8 407 .02 .03 .29 .33 .36 lylean roof Ir_igki = 24.61 ft, nj-iL = 80 Dead Lciad = 17.0 8-9 272 .02 .33 .35 LBC Stanj�,r13 o:cuparcy, pef BC M;KE AM HID CSI 10-11 270 .03 .18 .21 11-12 251 .03 .15 .18 12-13 -328 .04 .23 .27 13-14 720 .07 .21 .28 14-15 934 .09 .20 .29 15-16 394 .04 .20 .24 16-17 387 .04 .13 .17 17-18 -232 .01 .23 .23 18-19 -219 .00 .23 .23 t'B FCRM CSI WFB FCRCE CSI 2-11 127 .05 6-14 523 .21 2-12 -517 .13 6-15 -167 .08 3-12 -1082 .22 7-15 559 .23 3-13 1034 .42 7-16 177 .07 4-13 -403 .20 7-17 -1298 .44 4-14 768 .31 .8-17 -453 .06 5-14 -289 .09 8-18 193 .08 Mx 1lF4TT•Y CN (spm,) LV999 IN Fal 13-14 (=) I,= -.06" D= -.06" T= -.11" - Joint Locations - 1 0- 0- 0 11 7- 6- 0 2 7- 6- 0 12 10-11-12 3 10-11-12 13 17- 9- 0 4 17- 9- 0 14 23- 9- 0 5 23- 9- 0 15 29-'9- 0 6 29- 9- 0 16 36-"6- 4 7 36- 6- 4 17 38-10- 4 8 40- 0- 0 18 40-,0-,0 9 47- 6- 0 19 47=:6- 0 10 0- 0- 0 tx� TYPICAL PLATE : 1.5-3 Tms5 ID, C3 Plating spec •-VS1/TPI - 1995 Tl,aS 11�31cN TS TrE CCTMCSPIE RCSILLT OF NIILTIPLE MAD CM23. PaRR93 REFI .MENTS shorn i are laaxsl CNLY az the buss material at eadi he -grid -q. f-brk. all interior Lneax 1-atiaZS. Di-ait-vge nitst I -e prari to avid pa.3in7 PI'.,lT -rU BASED CN G EEN LLP'IBER V4LLLS . 7=6-0lQ_3-(1� 6-11-0 6-0-0 6-914_i 111_1.1-I1 7-6-0 17-9-0 23-9-0 29-9-0 36-6-4 47-6-1) 17-9-0 12-0-0 1 17-9-0 1 2 3 4 5 6 7 8 9 6 00 0 Tl i ;iii I -sed at diord L& -a i>g -Uplied ler tl',V toll.o d)G sd'tlQe: - nez< O.C. five to TL 24.110" 18- 4- 0 29- 4- 0 BC: 75.00" 0- 5- 8 11.- 1- 8 K 75.00" 31- 0- 8 47- 0- 8 UPLSFC RFA.C17M(S) : STp13=t 1 -177 lb S' vpolt 2 -79 lb 111q.poft 3 -76 lb R44D1- 4 -202 ]b T, 23-3-;; 23-3-8 1.0 I1 12 13 14 15 7=fi-(I1011 -0 6-0-0 66-0:0 t 6-9-4 7-6-0 17-9-0 23-9-0 29-9-0 36-6-4 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), "H"(16 ga.), or "MY."(TIOIX 20 ga.), positioned per Joint Report. Circled elates and false frame Plates are positioned as sliown a pF cSJ;C:ti,�� 'qty Pilo. 4-:913 1`Ll3'.iD2 /'t 16 1718 ill-II-12� � Q� '•. 47-6-0 me�qq,, ��� OSaVRT � 10/ 2e2o®2 VV k Scale: 3/32" = 1' WARNING Read all notes on this sheet and ,-ive (I copy of it to the Erecting Contractor. AZ?N This design is furan individual building compute l tut true ,stmt. It has been b:tscd on specilic:uion, provided b) the comp"neut tremufn::nn'cr and done in accordance with the current versions of TH :md APPA design ,cmdards. No re,punsibihiv i, :Usumcd for dimcosioted oceunicy. Dinteat,ino, .ire to he ■p , NAF ,� verified by dlz compunenl tsenrofitcuu'er :mdhrr huildine de,ignzr prior w fabric:pion. The building dz,'igner must 8scc 11ain Ilt:ll Ilie Ituds ill ilizc,1 ittl this BL W SAR Y1 � G s design meet or oxcccd the loading imposed by the Ioc: huilding Cade :;1111 du p:uiad:ir applic:, ion. Tlic design liter the iop chord is hierdly ��� brtecd by the roof or floor sheathing and the honour chord i, Limr 11%, braced by a rigid she:.thing mmeria,l directly :t nclied, untess ulhenvise noted. 0rtci» g shown is for L•teml support of components member., only w reduce buckling len; th. This c"mponein ,Itwll not be placed in any cntlironnunl lh:u will cause the moisture euntent of the wood w exceed 19* anWor cruse connector pLitc corrosion. 1 -obi iate, h:utdle, instill and brace this inis, in �TRUSWAL SYSTEMS accurd:mcz with Ihz following semda rds: 'JOINT' DL"I':\II 4', by'fn6��al, ':\NSI/'i'I'I I', 'iV'I'f':\ I' - U+0011 'il'uss Council ui America Sun&ird Dcsign 4445 NortLpark Dr., Coto Springs, CO 30907 Responsibilities, 'IIANDLING INS'rAl.1_ING AND BRACING h1L""1':\L I'L:\'1'13 i'ONNGi"IT;D IVIK)D 'fRUtiSlti' - (I 110-91j and '11113-11 SLIMA9AR1' SIiEL'I" by'I'1'I. 11w Titss Prue Institute (11'11 is Incued:j 333 D'Ooofrit) Drivc, N'ladisun, Wiccunsiu 53719. The Americ:m 1.111-0,1 and Tp5. 0 Version T6.3.5 Paper AssilcEnion (ARIA) is localetl rat I I I 1 11)111 Street, N\V, 31c Kw, W:ishinoon, DC_' -(X136, TBF: 149.3 WT:366 # Clic: Dsgnr: JF #LC = 20 'rC Liva 16.00 psf TC Dead 10.00 psf BC Live .00 psf BC Dead 7.00 psf TOTAL 33.00 psf WO: ENDVI696 Customer Name: ENDEAVOR DurFacs L=1.25 P=1.25 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 D_t7. Ratio: 14/240 TC: L/240 ob Name: BENNETT1096 3P-1 X -LOC RFACr SIZE 1 0- 1-12 358 3.50" 2 10-11-12 1414 3.50" 3 38- 8- 4 1290 3.50" 4 47- 4- 4 318 3.50" 'I>r FLTE AM RC CSI 1-2 -354 .00 .32 .32 2-3 429 .04 -31 .35 3-4 -851 .01 .28 .29 4-5 -1329 .03 .27 .30 5-6 -1329 .03 -25 .28 6-7 -1069 .02 .29 .32 7-8 407 .03 .33 .36 8-9 262 .02 .33 .34 BC FICKE AXL HID CSI 10-11 273 .03 .18 .21 11-12 254 .03 .15 .18 12-13 -321 .04 .23 .27 1.3-14 71.5 .07 .21 .28 14-15 912 .09 .20 .29 15-16 345 .04 .20 .24 16-17 338 .03 .14 .17 17-18 -222 .00 .22 .23 18-19 -210 .00 .23 .23 REQ'D TIC 2x4 DFL #1 & Btr. 1.50" BC 2>-,4 DFL #1 & Btr. 1.51" 4&B 2x4 DFL SU RD 1.50" PI.AIE VALLES FFR ICBG RESBAIISH RERjZr #1607. 1.50" loaded for 10 FSF rxn-ook-C- .-.art ILII,. Install interior support (s) before erezti.on. Shim bsarii-Qs (if rim ) for >2s1. sLy-P-t. 'This ti.uss is desig-ed usir g the UFC -97 Cbce. Bldg Enclosed = Yes Thus Location = Nct Ehd Za-P- Hn-ricaiia/Ocz-an Una = No , F5p Cate onl = C Bldg Le-rJth = 80.00 ft, Bldg WidJz = 50.00 ft Mein root height = 24.61 ft, nph = 80 LBC St< -n-> bid Qxzgaancy, Dead Lc --d = 17.0 psf VM FCRCE CSI WFB FCFKE CSI 2-11 127 .05 6-14 527 .21 2-12 -517 .13 6-15 -179 .09 3-12 -1072 .22 7-15 584 .24 3-13 1022 .42 7-16 179 .07 4-13 -397 .20 7-17 -1275 .41 4-14 753 .31 8-17 -448 .06 5-14 -289 .09 8-18 183 .07 MAX rFFLECTICN (qa¢i) ' L/999 IN NEM 13-14 (LAC) Lt= -.05" D= -.06" T= -.11" = Joint Locations = 1 0- 0- 0 11 7- 6- 0 2 7- 6- 0 12 10-11-12 3 10-11-12 13 17- 9- 0 4 17- 9- 0 14 23- 9- 0 5 23- 9- 0 15 29- 9- 0 6 29- 9- 0 16 36- 6- 4 7 36- 6- 4 17 38- 8- 4 8 40- 0- 0 18 40- 0- 0 9 47- 6- 0 19 47- 6- 0 10 0- 0- 0 TYPICAL PLATE : 1.5-3 1 0-4-3 rruss ID: C4 Plati]-9 spec : PTBVIPI - 1995 ZHIS T.L.--,ICN IS aEC Ct TFWTIE PDgUI' OF nigIPSP. LOAD CASES. M-,Rlt�B RFZARDID- '1TS sl'lonn are ]rased CNLY (3i tl;z tnus nnterial at ead' L��rir�J. hLi-k all i]ite>"ioi:, b:�n:-3,] lccatiazs. Dr irt�7e mut Lie pi-vridza to avoid pazdiii PLAI'IN3 BASS CN Ci2EFN LGlem VR41ES. 7-6-0 10-3-0 6-0-0 6-0-0 6-9-4 1(1_11-12 , 7-6-0 17-9-1) 23-9-0 29-9-0 36-6-4 47-6-0 17-9-0 1 12 tl Il17-9-0 7 2 3 4 5 �6 7 8 7 F6.00 -6 00 0_ 8 100-]1-142.50 i 23-3-8 - 23-3-8 10 Il 12 13 14 15 7-6-0 It) -3-()--, 6-0-0 6-0-0 6-9-4 7-6-0 17-9-0 23 9-1) 29 -1 -(►-0 36-6-4 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), "H"(16 ga.), or "MX"(TWlX 20 ga.), positioned per Joint Report. r, -1-4 -9 falae fi-ame elates are positioned as shown= r1*1';. Wg: Ll ULL /:)131- 0 ,fl G1 ].cy1 lasad ai d-rrd h. -acing applied per t]'c follafi]-rJ sd'xx9.il.e: 20 IMIX o.c. fivn to It 24.00" 18- 4- 0 29- 4- 0 r,C 75.00" 0- 5- 8 11- 1- 8 FC 75.00" 33- 0- 8 4.7- 0- 8 Ufurl, REP.GTICN(S) ' Live SYq�aztt 1. -1.77 lb psf 9u11:art 2 -79 lb Dead SLg.:L of 3 -'76 lb psf rxjja,mt 4 -200 lb .�� y� L �"'✓ ! 111 v I 9-8-7 51111' c'S ;'°�'ay 0-4-3 ,t,S 16 1718 19 ' �+� 47601? t Q� 47-t,-11 OVEP�RT WARNING Read all notes on this skeet and ;il'e a eolw of it to the Erecting Contractor. This design is for an individrul building cumponem nut it -kiss system. it los been based on specifications provided by the cuutponent m:umf:unu'er:md deoe uh accordutce with the current versions of"I'PI :rad APPA design siand:vds. No responsibility is assumed for dimcnsionat accw.,cy. Dimensions are t., b: p'�y,�w ^FG v verified by the component manufacturer and/or building dasigner prior to fabrication. The building designer most ascertain dot the. buds IIIiiiu:d on this BLU SAR e " ■ a design meet or exceed the hnd'uhg imposed by Iha lural building ride and the padculsr application. The design asswnes 111:11 the top chord is I:ucrallY LLC braced by the roof or floor sheathing and the bottom chord is latet:dly braced by rigid sheathing material directly anached, miless otherwise noted. Bracing shown is for lateral support of components members only as reduce buckling Icngth. I his component sludl not be placed in :my environmcnt that will cause the moisuhre comenr of the wood w exceed 197o :rad/or cause anmcoor plate corrosion. Fabricate, hurdle, iminil and brace this nvss it aJaS Murllipark Dr., Colo Springs, CO 30907 TRUSWAL EMs accordance with the following standards: 'iom r DETAILS', by'rrikswal, ':1NS1!'I'PI 1', '\VTCA I' - Worid'friiss Council of America Sun&rd Design l- Responsibilities, 'HANDLING INSTALLING AND OkACING A11;'rAl.. I''LA'I'L CONNEC:'rGD \VOOD'I'RUSSI:S' - (11111-Oq :rad '11TH -91 SUMMARY SHEET' by `I'Pr. The Tnrss Plate Instinuc (1'111) i., located a 5N3 D'Onofriu Drivc, \Aadison, Wisconsin 53719. The Americ:ui I•uresl :rad '?p5.0 Version T6.3.5 Paper Assocchtion (.APPA) is located at 1111 19111 Street, Ai\f, Sic ffih)_\Vasitington, DC 21x,36. _- TBF: 144.7 WT:357 # CIA: Dsgnr: JF #LC = 20 TC Live 16.00 psf TC Dead 10.00 psf BC Live .00 psf BC Dead 7.00 psf TOTAL 33.00 psf ' 2/2002 Scale: 3/32" = 1' WO: ENDV1696 Customer Name: ENDEAVOR DurFacs L=1.25 P=1.25 Rep Mbr Bnd 1.15 o.C.Spacing 2- 0- 0 Design Spec UBC -97 Defl Ratio: LV240 TC: 1.1/240 ]ob flame: BETNINETT1896 Truss ID: �C4A Ey: P1aL-ir xc FL`LSI/"IPI - 1995 Tl lis c�.i�'r based ai dm:d btar_rng appliedBIr. X-LCC RFACT SIM REVD TC 2x4 EIFL #1 & Btr. WIS 1S 1IGj IS THE CGRPOSTIE RESLU OF per tl-= tollow rig sdne&ile: 1 0- 1-12 230 3.50" 1.50" BC 244 IFL #1 & Btr. ILLTIPLE L12PD CASES. ne�: o.c. front to 2 10-11-12 2045 3.50" 2.18" WE 2x4 EFL ST14`ID�II sl�,n are hxas- Cl'Uy TC 24.00" 18- 4- 0 29- 4- 0 3 47- 4- 4 1167 3.50" 1.50" PLATE VAUES PER ICBD I=AFCII 12EEiaZT #1607. Bo1RII� CrusREOjt1��al at �'i �-h8 � 72.00" 0- 5- 8 11- 1- 8 Loaded for 10 PSF rrn-criYzn�s4t Bala. 13C 120.00" 33- 0- 8 47- 0- 8 TC FCI� AM PND CSI Install interior sLRxnt(s) before e e tiar,- A1ai3c all interior 1�aLd�-rd lcxati d porai y UIUTT R11LT[Cr1(S) - Lhhain,3e oust lx pivsi to avoid1 -235 lb 1-2 1024 .11 .36 .47 Sf;nn (if r lad) for 1 PLF Du B"-SED IN C Rmi LIP+BER VFILI- S. Sty xut 2 -1.17 lb 2-3 1330 .16 .36 .52 This truss 1s desig ed ushig the Sul.{:�1 3-4 -820 .01 .30 .32 L�-97 Ctde. Stggxn t 3 -37 lb 4-5 -1861 .06 .35 .40 Bldg Enclosed = Yes 5-6 -1861 -06',:_.20 .25 Tnass Lxaticn = Nct EYd 2� 6-7 -2008 .07 ;::29 .36 Rwricarte/C» t Li x z = No , EXPC�ta3ory = C 50.00 ft 7-8 -2763 .08 '•.21 .29 Bldg Le rlth = 80.00 ft, Bldg WiAt-I = 8-9 -3125 .19;, .35• .54 Meat rml height = 24.61 ft, irph = 60 ur St�sl3td ooa parr-y, Lead Lciad = 17.0 psf BC FCFSE AXL: BPD': C5I 10-11 -899 .55.23.+,,.78 11-12 -911 .57 ::.20'`'-.77 12-13 -1119 .83 '1.1.3 ro?.96 13-14 687 .07 +.23."..29 14-15 1766 .17 <.19'':.36 15-16 2479 .24 E-.19 1', .43 16-17 2778 .35"WEB .40 17-18 277735.50 FEB Ft%KE CSI FTiiCE G5I 2-11 153 .06 .; 6-14 167 .07 2-12 -542 .14 6-15 465 .19 76-0 t 10-3-0 , 6-0-0 6=0-0 6-9-4 3-12 -1693 .35 .'.7-15 ; -721 .64 3-13 1806 .73 7-16 j 287 .12 7-6-0 17-9-0 23-9-0 2r)-) 11 36-6-4 47-6-11 4-13 -768 .38 -8-16 " -304 .08 17-9-1112 0 17-9-0 _ 4-14 1413 .57 8-17 72 -02 1 -- 3 4 50 6 7 8 9 5-14 -284 .08 �- 00 -6.0 MAX99I&�I. IN MEM 1 116iLaVE) 6. D-- -.20" 9`= -.40" 5-8 _ _ 2.a-4- - a-h Joint Locations 1 0-0-0 10 0-0-0 2 7- 6- 0 11 7- 6- 0 5-7 5-6 3 10-11-12 12 10-11-12 4 4 c_ �. Ir;;;j. 4 17- 9- 0 13 17- 9- 0 9-2-11465 5_ ) 8-7 t^�� M1 . ,` '\ 5 23- 9- 0 14 23- 9- 0 3.7 3-' I 5111 -�t 1;? 6 29- 9- 0 15 29- 9- 0 4 �� 4-10-4 �_ 3-10 L ��4 jr 1 `I � ti9 7 36- 6- 4 16 36- 6- 4 3-� = IA8 40- 0- 0 17 40- 0- 0 79 47- 6- 0 18 47- 6- 0 0 4-3,!�3 411-4-3 ors 14-i1-n 1(1_11-I 2.50 2.5� 0 Y18 (Y `i� 0. j.... - 23-34 1 �) 23-3-8 1-41_(1 47-6-0 10 11 12 13 14 1J 16 .17 7-6-0 1010=3--0 , 6-0-u fi-il_n 6-9- 17-11-i �� �d 7-6-0 17-9-0 23-9-0 29-9-11 36-6-4 447-6-0� TYPICAL PLATE 1.5-3 v 10/2/2002 = 1' T1'uawal Systems Plates are 20 ga. unless shown by "18"(18 ga.), OVER 3 S1JP1'O Scale: 3/32" "H"(16 ga.), or "MX"(TWP'IX 20 ga.), positioned per Joint Report. Circled 21ates and false frame Zlates are ositioned as shown above. TBF: 142.3 WT:353 # WO: ENDV1896 WARNING Read a// nates on this sheet (Uld ;ive a copl' of it to the Erectin; Colitl'(Ictol'. Customer Name: AV& This design is for an individmil building componcot not bass sysicm. It has been based ua specifications provided by the comp"nent numnfacoirer and done Chk: in accordance with the current vcr'sious of 'rill and APPA desien soand:vds. No responsibility is assumed for dimcnsiowil scruiacy. Dimensioos are 11) be Dsgnr: JF #LC = 16 ENDEAVOR verified by the component tnanufaclorer and/or building dcsigtic "Ill ier w 1" bricraion. The building designer must asce11, in Ih:n the Itctds utilized ua this BLU SAR FGdesign meet or exceed the Ice ding imposed by the local building codeand rhe paticoLir applicvion. The design assmnes th:d the top chord is blelall)' TC hive 16.00 paf DarFaes L=1.25 P=1.25 braced by the roof or fluor sheathing and the bottom chord is Wendly licked by a rigid sheathing n1.11crial direct])- annched, unless otherwise noted. TC Dead 10.00 psf Rep Mbr Bnd 1.15 LLli'lC Bracing shown is for Lneral support of components members only to redoce buckling length. This annponcnl shall not be pkoocd in any euvironnnent 11 will cause the moisture content of the wood to exceed 197 :oldAW conic co"occror pbite C01TOA011. I':Ibl"IC:JC, ILuldle, 111SI5II and brace this Huss in BC Live .00 pef O.C.Spaci.ng 2- 0- 0 TRUSWAL SYWENIS accordance with the following stantL•trds: '101N'I' DE'I'AIIS', by'Ihlswal, 'ANSI/111 1', '\\ IVA I' - \1+ood'fnlss Council of America Stsundard Design 4445 Northpark Dr., Colo Springs. CO 80907 BC Dead 7.00 psf Design Spec UBC-97 Responsibilities, 'HANDLING INSTALLING AND BR4CINCi NIL'I'AL. l'L.ATIi c:CrNNb'C'"1'IiD N'OOU "I'kt ISSL"•S' - (1110-9q aril 'IIiB-9! �_� SUMMARY SI-IFFT' by'ITI. The Truss I`bte Instione ('I H) is located ca 583 D'Ooofrio I'?rivc, Madison, Wisconsin 53719. TheAmcricaa Forest and ]kfl RatioL/240 TC I4/240 ,TPS.0 Version T6.3.5 paper Association (APPA) is located at 1111 l91h Street, NPV, Ste 0), Washineion, DC:'2(036. TOTAL 33.00 psf 3-4 -851 Truss lid: C5 - Qty: 2 Job Name: BENNETT1896 4-5 BRG x-1.oc REACT size REQ 'D TC 2x4 DFL #1 & Btr. Plating spec :. IS TH PI - 1995 DESIGN IS THE COMPOSITE RESULT OF 1 0- 1-12 358 3.50" 1 -so" BC 2x4 DFL #1 & Btr. PHIS MULTIPLE_ LOAD CASES. 2 10-11-12 1414 3.50•• 1.51" 1290 3.50" 1.50•' WEB 2x4 DFL STANDARD re based ONLY BoEARet't 3 38- 8- 4 4 47- 4_ 4 318 3.50 1.50" PLATE VALUES PER ICBO RESEARCH REPORT #1607. uss material at each bearing Loaded for 10 PSF non -concurrent BCLL. Mark all interior bearing locations. TC FORCE 1-2 -354 Axl. BND CSI 0.00 0.32 0.32 0 04 0 31 0.35 Install interior supports) before erection. Shim bearings (i needled) for reqSupport. .429 1 Drainage must be provided to avoid Ponding. PLATING BASED ON GREEN LUMBER VALUES. 3-4 -851 0.01 0.28 0.29 This truss Is designed using t le 4-5 -1329 0.03 0.27 0.30 UBC -97 Code. 5-6 -1329 0.03 0.25 0.28 Bldg Enclosed = Yes 6-7 -1069 0.02 0.29 0.32 Truss Location Not End Zone 7-8 B-9 407 262 0.03 0.33 0.36 0.02 0.33 0.34 Hurricane/Ocean Line = No • Exp Category 0.00 0.23 0.23 Bldg Length = 80.00 ft, Bldg Width = 50.00 ft BC FORCE Axl. 8ND CSI Mean roof fieighl = 24.61 ft, mph = 80 10-11 273 0.03 0.18 0.21 5 0 18 UBC Standard Occupancy, Dead Load = 17.0 psf 11-12 12-13 254 -321 0.03 0.1 0.04 0.23 0.27 13-14 715 0.07 0.21 0.20 14-15 912 0.09 0.20 0.29 15-16 345 0.04 0.20 0.24 16-17 338 0.03 0.14 0.17 17-1R -7220.00 0.22 0.23 18-19 -210 0.00 0.23 0.23 WEBFORCE CSI WEB FORCE CSI 2-11 127 0.05 6-14 527 0.21 2-12 -517 0.13 6-15 -179 0.09 3-12 -1072 0.22 7-15 584 0.24 3-13 1022 0.42 7-16179 0.07 4-13 -397 0.20 7-17 -1275 0.41 4-14 753 0.31 8-17 -448 0.06 5-14 -289 0.09 8-18 183 0.07 MAX DEFLECTION (sppan . L/999 IN MEM 13-14 �LIV ) L= -0.05" D= -0.06" = -0.11" Joint Locations 1 0- 02 0 11 7- 6- 0 2 7- 6- 0 12 10-11-12 3 10-11-12 13 17- 9- 0 4 17- 9- 0 14 23- 9- 0 5 23- 9- 0 15 29- 9- 0 6 29- 9- 0 16 36- 6- 4 7 36- 6- 4 17 38- 8- 4 8 40- 0- 0 18 d0- 0- 0 9 47- 6- 0 19 47- 6- 0 10 0- 0- 0 ; PLATE : 1.6-3 l SYSTEMS 4445 Northpark Dr. Coto Springs, CO 80907 TRUSPLUS 6.0 VER: T6.3.5 C002275027-011 This design based on chord bracing applied per the following schedule: max o.c. from to TC 24.00" 18-4-0 29-4-0 BC 75.00" 0-5-8 11- 1- 8 BC 75.00" 38-6-8 47-0-8 UPLIFT REACTION(S) : Support 1 -177 lb Support 2 -7911) Support 3 _0 , 761b Support 4 17-9-0 12-0.0 17-9-0 1 4 J y F-600 -6.00 T5-8 2.¢4 _ a5-8 I 5-6 6-8 4-4 9.8.7 9-2-11 4-4 3 SHIP 3-4 4-10-4 -42. - 3-6 aa 0-4-3 iJLI( 0-4-3 3-4 10-8-0 !, 0 3-4 '%,� 8-6- 1 5�g 10-111-12.50�0 0_1-1- p ••-//..^♦ ` / \,.,, 23-3-8 23-3-8 1-M 1- i'•t'r a.Y 1 47-6-0 i �.; � 14 C11)• 9 �] to 11 14 1- 13 19 a Il u u L Pei OVER 4 SUPP TS �9 DEP 2/2002 Truswal Systems Plates are 20 ga. unless shown by "18"(18 G "H"(16 ga.), or "MX"(TWMX 20 ga.), positioned per Joint Details Report. ® $^Cgll{e:3132"=I' Circled plates and false frame plates are positioned as shown above. - - 13W,3 342 # WO: ENDV1896 WARNING Read all notes on this sheet rmd give a co173' ol�it to the Erecting ('01111-OCIO". Customer Name: This design is for an individual building component not mus system. It has hcen based on speciticatious provided by the component manul:'tcturer Cllk: and done in accordance with the cwtent veuions of TPI and AhPA design standards. Note sponsibility is assumed For dimensional accuracy. Dunensions Dsgnr: JF #LC = 20 ENDEAVOR are to be verified by the component manufacturer andlor building dcsiener prior w fabrication. The building designer must aiccnain that the loads TC Live 16.00 psf DtifFd CS L=1.25 P=1.25 utilized on this design meet or exceed the loading imposed by the load building code and the paniculnr applicmion. The design mne asss that the or chord is laterally braced by the roof or floor sheathing and dte bottom chord is laterally braced by a rigid sheathing material directly auachcd• wdess otherwise TC Dead 10.00 psf Rep Mbr Bnd 1.15 noted. Bracing shown is for lateral support 01'componen is nt entbeu only to reduce buckling length. This component shall not be placed in any BC Live 0.00 psf O.C.Spacing 2-0-0 environmem that will cause the moisture content of the woud to exceed Ii o and/or cause connector plate corcosion. Fabricate, handle, ins aII and brace this truss in accordance with the following standards: 'joint and Cutting Detail Reports available as output from Truswal software, BC Dead 7.00 psf Design Spec UBC -97 'ANSI/TPI I','1vTCA r- Wood Truss Council OrAmeriea Standard Design Itesponsibihties, 'I3AN.DLING INSTAI_1_1 NC; AND BRACING META[.. PLATE CONNECTED WOOD l'RIISSES' - (HIB -91) and'11113-91 S(INIMARI' S11CID" by'I'i'I The'lluss Plate Institute ll'PI) is located at D'Onufrio uriwc, TOTAL 33.00 psf I DEFL RATIO: L/240 TC: LI'. Madison, Wisconsin 53719. The American Forest and Paper Association (AFI'A) is lucrtted at I i I 1 1911, Street, Nw, Ste 306, Washington, DC 1206-36 fah Mnmw RFNNF_TT1896 Truss IIS: C7 BRI X -Loc REACT SIZEtaa REQ'D TC 2x4 DFL #1 & Btr. 1 0- 1-12 492 3.50 1. so" BC 2x4 DFL #1 & Blr. 2 15- 3-12 16373.50" 1.75" 3 41- 2- 4 1249 ,3.50" 1.50WEB 2x4 DFL STANDARD R ICBG RESEARCH REPORT #1607 TCFORCE AXL BUD CSI 1-2 -488 0.00 0.34 0.34 2-3 -3410.00 0.34 0.34 3-4 434 0.02 0.19 0.22 4-5 -353 0.00 0.25 0.25 5-6 -924 0.01 0.25 0.26 6-7 -1 17 0 0.02 0.27 0.29 7-8 -11860.01 0.29 0.30 8-9 676 0.08 0.29 0.37 BCFORCE AXL BND CSI 10-11 374 0.02 0.26 0.28 11-12 -161 0.000.26 0.26 12-13 175 0.00 0.38 0.38 13-14 544 0.04 0.38 0.42 14-15 1081 0.07 0.23 0.30 15-16 545 0.21 0.18 0.40 16-17 -543 0.24 0.19 0.43 WEBFORCE CSI REB FORCE CSI 2-11 -325 0.10 5-14 514 0.20 3-11 486 0.20 6-14 209 o.09 3-12 -516 0.44 7-14-231 0.13 4-12 -1150 0.66 7-15-462 0.09 4-13 743 0.28 8-15 1052 0.43 5-13 -645 0.71 8-16 -1125 0.14 MAX DEFLECTION (span U999 IN MEM 13-14 (LIV ) L=-0.15" D=-0.16" T=-0.32" MAX DEFLECTION (cant) U999 IN MEM 16-17 (LIVE) L= 0.08" D= 0.08" T= 0.16" Joint Locations 1 0- 0- 0 10 0- 0- 0 2 7- 6- 0 11 9- 2-_0 3 12- 6- 0 12 15- 5- 8 4 17- 9- 0 - 13 21- 8- 8 5 23- 9- 0 14 31- 3- 0 6 29- 9- 0 15 36- 8- 0 7 36- 8- 0 16 41- 2- 4 8 41- 2- 4 17 47- 6- 0 9 47- 6- 0 PLATE: 1.5-3 s 71 SYSTEMS 4445 Northpark Dr. Co',o Springs, CO 80907 TRUSPL US 6.0 VER: T6.3.5 PLATE VALUES PE Loaded for 10 PSF non -concurrent BCLL. Mark all interior bearing locations. Install interior support(s) before erection. PLATING BASED ON GREEN LUMBER VALUES. This truss is designed using the UBC -97 Code. Bldg Enclosed = Yes Truss Location = Not End Zone Hurricane/Ocean Line = No , Exp Category = C Bldg Length = 80.00 fl, Bldg Width = 50.110 ft Mean roof height = 24.61 ft, mph = 80 UBC Standard Occupancy, Dead Load = 17.0 psf uty : 3 Web bracing required at eacn location snuwil. See standard details (TX01087001-001). Plaling spec : ANSI/TPI - 11995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. BEARING REQUIREMENTS shown are based ONLY on the truss material at each bearing. Drainage must be provided to avoid ponding. 17_9_0 12-0-0 1 17-9-0 ' y - 5 4 6.0 - -6,00 37_a_n 10 11 12 li 14 15 14 1 C002275027-0 This rlesi, n based on chord bracing applied per Ifte following schedule: max o.c. From to TC 24.00" 18- 4- 0 29-4-0 BC 75.00" 41- 0- 8 47-0-8 UPLIFT REACTION(S) Support 1 -1'16 lb Support 2 -111 Ib Support 3 -1081b 9-8-7 SHIP ' 0.4.3 _ 32 rt r Exp• 12131- iT Isao ���` OVER 3 supp(30M Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), "H"(16 ga.), or "MX"(TWMX 20 ga.), positioned per Joint Details Report. Circled plates and false frame plates are positioned as shown above. T47ARNING Read all notes on this sheet and give a copy , of it to the Frecting Contractor. This design is for an individual building mruponem not truss sysiew. It has been based on specifications provided by the coniponent manufactures and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer andltr building drsiener prior to fabrication The building designer must ascenain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached. tuiless rnhenvise noted. Bi -acing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the hvood to exceed 1941, andlor cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the fbllowing standards: 'Joint and Cutting Detail Repons available as output from'rruswal sof uvahe', 'ANSI/TPI I','WTCA I'. Wood Tniss Council of America Standard Design Responsibiiiiies,'IIANDLI'NG INS fAi_t_ING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - 0l18-911 and'HI8 9l SUMMARY SHEET' by 1'PI. The Truss Plate Institute (fPl) is located at D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and F'nper Association (AFI'.A) is located at it 1 119th Street, NW, Ste 800, wash ington• DC 20036. iia k� e S10 212002 Q. Scale: 3/32" = 1' T .3 NTS '325 # WO: ENDV1896 CI Customer Narne: Dsgnr: JF #LC = 27 ENDEAVOR TC Live 16.00 psf DurFacs L=1.25 P=1.25 TC Dead 10.00 psf Rep Mbr Bnd 1.15 BC Live 0.00 psf O.C.Spacing 2- 0- 0 BC Dead 7.00 psf Design Spec UBC -97 TOTAL 33.00 psf DEFL RATIO: L/240 TC: L/240 Job Name: BENNETT1896 TrUISS ID: C7F _ Qty: 1 - - - Dr .'tfg: 1.;002275027-013 + + + 'h i I + + + + + + + + + + + + + + + + BRG x -LOC REACT SIZE REO'D TC 2x4 DFL #1 & Bir. Web bracing required at each location shown. Desi ted for 1.1 K lbs drag load applied 1 0- 1-12 542 3.50•' 1.50" BC 2x4 DFL #1 & Btr. ® See standard details (TX01087001-001). 9 2 15- 3-12 1637 3.50^ 1.7s" Plating s pec: ANSI/TPI - 1995 evenly along the top chord to the chord 3 41- 2- 4 1249 3.50" 1.50•• WEB 2x4 DFL STANDARD TRIS SSIGN IS THE COMPOSITE RESULT OF Q ea. bearing (unless noted), concurrently GBL BILK 2x4 DFL STANDARD with dead + 0 % live loads. D.F. = 1.33 IT Foace AxL aro csl PLATE VALUES PER ICBO RESEARCH REPORT #1607. BEARING R QUIREMENTS shown are based ONLY I-loriz. reaction = 1.1 K lbs. ea. bearing. ULTIPLE LOAD CASES. 1-2 -769 0.00 0.34 0.34 Loaded for 10 PSF non -concurrent BCLL. Connection (by others) must transfer equal 2-3 -574 0.00 0.34 0.34 Mark all interior bearing locations. on the truss material at each bearing. 3-4 615 0.02 0.19 0.22 load l0 each or add-on shown. 4-5 -353 0.00 0. zs o. zs Drainage must be provided to avoid ponding Install interior Sl.lppo11(s) before erection. + + + + ++ + ply+++++ 1 + + + + + + + 5-6 -924 0.01 0.25 0.26 PLATING BASED ON GREEN LUMBER VALUES. May use adequate staples for gable blocks. 6-7 -1170 0.02 0.27 0.29 This design based on chord bracing applied BUILDING DESIGNER MUST VERIFY GABLE LOADS! UPLIFT REAL rt 1 �ION�S) 7-8 -1166 0.01 0.29 0.30 per the following schedule: [+1 gable bracing required @ 58" intervals, 6-9 676 0.08 0.29 0.37 P g If ex posed to wind load applied to face. Support 2 -111 Ib max o.c. from to IIn BC FORCE AXL BND CSI TC 24.00" 18- 4- 0 29-4-0 See "General Gable Details", C002065035. Support 3 -1 ig e 10-11 668 0.02 0.26 0.28 BC 67.00" 41- 0- 8 47-0- 8 This truss 1s designed using the 11-12 -520 0.00 0.26 0.26 UBC -97 Code. 12-13 -666 0.00 0.380.38 Bldg Enclosed = Yes 13-14 067 0.04 0.38 0.42 Truss Location = Not End Zone 14-15 1297 0.07 0.23 0.30 Hurricane/Ocean line = No , Exp Catego= C 15-16 -1302 0.88 0.11 0.99 15-17 -543 0.15 0.19 0.34 Bldg Length = 80.00 ft, Bldg Wdth = 50.1310 ft Mean roof height = 24.61 ft, mph = 80 WEB FORCE CS1 WEB'�'FORCE CSI UBC Standard Occupancy, Dead Load = 17.0 psf 2-11 -325 0.10 5-14;:, 690 0.26 3-11 4B6 0.20 6-14' 222 0.09 3-12 -5160.44 7-14 342 0.13 4-12 -1150 0.66 7-15 -462 0.09 4-13 7430.28 8-15 1052 0.43 17-9-0 5-13 -645 0.71 6-16 -1125 0.14 17-9-0 12-0-0 S 6 S Y MAX DEFLECTION (span - U999 IN MEM 13-14 (IV ) 6( Qo - -6.00 L=-0.15" D=-0.16" TL = -0.32" MAX DEFLECTION (cant) : 5-6 a _ _ 5-6 " U999 IN MEM 16-17 (LIVE) , L= 0.08" D= 0.08" T= 0.16" T F 4-4 + 4.4 Joint Locations'r ' 1 0- 0- 0 10 0- 0- 0 .t 9.8-7 2 7- 6- 0 11 9- 2- 0 9-2-11 5-6 1 4-4 SHIP 3 12- 6- 0 12 15- 5- 8 4 17- 9- 0 13 21- 8- 8 5 23- 9- 0 14 31- 3- 0 I Q 3-3-8 3- 6 29- 9- 0 15 36- 1 {8- 0 I 4-4 3-4 _ _ 36= �cQ� }•'" ��;=ECJy4� 7 36- 8- 0 16 d1-,2- 4 111 z �/� 0-4-3 tit l B 41- 2- 4 17 47- 6- 0 3-4 _ v \7 ��✓ \ 2 9 47- 6- 0 0-0 3 5- ��� 6-0-0 3 S F LU 15-3-12 2.50 2.50 6-2-0 82 �-8 L--- °'�=18 P;o GO 15-9-8 1 15-9-8 xp. °2:31/02. 47-6-0 \ 1.1 14 15 16 y .. PICAL PLATE: 1.5-3 ����;;g�OVER 3SUPPORTS Truswal S stems Plates are 20 ga. unless shown by "18"(18 ga.),W "H"(16 ga.), or "MX"(TMX 20 ga.), positioned per Joint Details Report. � 10ale- 3132" = 1' Circled plates and false frame plates are positioned as shown above. �D 5 O: ENDV1896 T1tARNING Read nl(nofes a/ this sheet nlrc(ghe a c•oE�tr quit to rl1c; F_7-eclirlg Conrrc,cror. l`��A�'►' Customer Name: This design is for an individual building contponcni nut nvss systemn mre . It has been based uspecification pro%-ided by the component anufactur o ` d done in accordance with the current versions of TPI and AH'A desien standards' No respunsibiliq i> assumed ibr dimeirional accuracy. Dimon V® Ds .L = 33 ENDEAVOR anto be verified by the component manufacturer and/or building designct prior to fabrication. The building designer must ;ocenain that the loads utilized on this design meet or exceed the loading imposed by the Iorl huildine code and the particular application. The design assumes that the top ch C +ive 16.00 psf DUrFaes L=1.25 P=1.25 is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly auached, unlcsi onhcn+5se Dead 10.00 psf Rep Mbr Bnd 1.15 ���+++ noted. Bracing shown is for lateral suppon of components utentbcrs only n reduce buckhnf length "chis component shall tot be placed in any SYSTEMS environment that will cause the moisture content of the wood to exceed 199E and/or cause connector plate corrosion. Pall6caic, handle, install BC Live 0.00 psf O.C.Spaeing 2-0-0 45 Northpark Dr. and brace this toss in accordance with the following standards: 'Joint and Cutting Detail Reports available as output flout Tfusrval wiiware'' BC Dead 7.00 psf Design Spec UBC -97 44 44Springs, CO 80907 'ANSIl1• 1'PI ,'\VTCA 1'- Wood Truss Councilor A..e ica Standard Design Iiesponeibilities,'I-IANDI-ING MSTALLING AND BILACING Pn3T:V- 45 PLATE CONNECTED WOOD TRUSSES'- (h110-91) and 71117-91 SI.JhIMARY SHEET' by TPI. The Truss Plate Insumte (TPI) is located at D'OuoGio Drive, TRUSPLUS 6.0 VER: T6.3.5 Madison, Wisconsin 53719. The American Forest and Paper Association (APPA) is located at ll I 119th Street, NW, St, 500, Washington, DC 20036 TOTAL 33.00 psf DEFL RATIO: L1240 TC: U240 M;ome: REMM ETT 1896 BM X-LCc REACr SITE 1 0- 1-12 1461 3.50" -297 2 42- 4- 4 1812 3.50" .23 TC FCRCE AM EM CSI C%,- 1 23 .00 .04 .04 1-2 -2625 .13 .34 .47 2-3 -2455 .04 .26 .31 3-4 -2045 .00 .20 .21 4-5 -1667 .0-1 .26 .31 5-6 -1667 .04 .26 .31 6-7 -1647 .00 .20 .20 7-8 -1375 .01 .34 .35 8-9 598 .08 .34 .42 9 -CR 23 .00 -04 .04 BC FC12CE AM ED CSI 10-11 2605 .31 .18 .49 11.-12 2300 .27 .15 .42 12-13 1988 .16 .22 .38 13-14 1988 .16 .36 .52 14-15 2005 .14 .36 .49 15-16 2005 .14 .24 .38 16-17 2149 .13 .24 .37 17-18 2100 .25 .08 .33 18-19 -452 .00 .21 .21 REQ -D TC 2x4 1&L #1 fx Btr. 1.56" BC 2x4 DFL #1 L Btr. 1.56" WEB 2x4 EFL STA'"RD CBL ELK 2x4 LpL SI?riL7nRD W Aa,S VAII.ES PER IC BD FeSF-ARat RC= #160'7. Loaded for 10 PSF M- t-car]Ir1'C3'at DOZ. Drainage trust be pi-oAded to avoid lxihding. FLATIIG BASED CN MIMI MIMM VAU.E.S. +++-r++++++++++-r ++ -a-++++ Designed for 2.1 K ]b3 drag load �'g�plied evenly along the top drn:d to tPie did e ea. bating (LnAess tr-ted) , crr a-1- r+t1y witlh dad + 0 % live loads. D.F. = 1.33 He i.z. reaction = 2.1 K ler. ea. heatim. Cta-na-tiah (by otl e s) nest transfer ectal load to each ply (or ad3-az) sly-va-i. + + + + + + + + + + + + + + + + + 4 4- + + + + + + + + + + + + + + + + .1- + + + + + + + + CR7Em- m(S) MAY BE SFCIZIETU1l up To 3" Pwx. ! Cverl-larzg Soffit loading = 0 psf + + 4. + + + + + + + + + + + + t + + + + + 1 4&8 KRIZE CSI 4&B KPLE CSI 2-11 -297 .10 6-14 615 .23 3-11 412 .17 6-16 -273 .17 3-12 -473 .39 7-16 399 .15 4-12 551 .22 7-17 -656 .56 4-14 382 .25 8-17 710 .29 5-14 -335 .19 8-18 -1972 .67 MAX ra:tipr cIsT (span) • LV999 IN MEM 13-14 (LIVE) LF -.14" D= -.14" T'- -.28" MAX EEFLEMCN (caret.) - IV999 IN 1`04 18-19 (LIVE) LF .03" D= .03" T= .06" Joint locations = 1 0- 0- 0 11 9- 6- 0 2 7- 6- 0 12 15- 1-12 3 12- 6- 0 13 15-11- 0 4 17- 9- 0 14 23- 9- 0 5 23- 9- 0 15 31- 7- 0 6 29- 9- 0 16 32- 4- 4 7 35- 0- 0 17 38- 0- 0 8 40- 0- 0 18 42- 4- 4 9 47- 6- 0 19 47- 6- 0 10 0- 0- 0 TYPICAL, PLATE 1.5-3 BLWSARL"MG LLC TRUSIVAL SYSTEMS i$l 4445 Northpark Dr., Colo Springs, CO 80907 X5.0 Version T6:3.5 Truss ID: CF tleb lame. r aired at each lozatla'i sheen seastaaxLatri'tails (TS01.087001-001) . Platiuig spec : AMIAPI - 1995 THIS 13S1C1V IS TqC CLMKDITE RESULT OF K11.11IPLL LOID CABS. M-�JUM FS-IJLl PINTS sl -,an are basad ONLY on tale taus uateijal at ead7 bam-xirf. May use acl�LLate staples flogable blo:3:s. LJJQDIIK' a---fGIFR NebT V&Ur-Y G=ALE LOAC ! (+j gable hraciirf rtzpa�s�1 Q 58" intettials, if end to a✓und load ap�l.ia1 to Ke. See "Gema. Gable Details", CCO2065035. 7-6-1) ,5-0-0 53--0 A 6414) 6-I1-0 5-3-0 5-0-0 7-6-0 9-6-0 11-6-0 17-9-0 23-9-0 29-9-0 35-0-0 40-0-0 47-6-0 12 -Il -fl 17-9-0 -2 3 4 5 6 7 H 9 F 6.00 -6.001 Tl'aisicy9rh leased a1 d-, -d brar=i allied follaarg sdr-s-Atle: nta�c O.C. fie» to n; 24.00" 18- 4- 0 29- 4- 0 LIPCIFT REACITCN(S) • Sa j3ort 1-132 lb q 1 p=t- 2 • -167 lb This tress is dsigna3 using the LILK: 97 CL-ae- Eklg R-Closai = Yes IYuss L ate. sat = Nct B-3 7rale 1ltnicu e/(xe a1 L+it>? = Na L\p C3tegmy = C Bldj Length = 80.00 ft, Bldg Width = 50.00 ft I,1 -an tett ly-eight = 24.61 ft, nplh = 80 IMC Stat1'latd Cxclq�u�y, Lead Load = 17.0 psf 1-0 10 11 133 1.4 196 17 9-6-0 5-7-12 8-7-4 8-7-4 5-7-12 9-6-11 15-1-12 23-9-0 32-4-4 38-0-0 ce 'ss;t t aa� No. co , se, Exp 12/31/02 TV V,cc fir. 18 19 47-fi-II ,IDE p '' Vii'®9 2/2002 31321- I-0 /32" Truswal Systems Plates are 20 ga. unless shoam by "18"(18 ga.), 8 ;._y' - ca e. "H"(16 ga.), or "MX"(TWrIX 20 ga.), positioned per Joint Report. Circled i2lates and false frame latex are lositioned as shown above. WARNING Read all notes on this sheet and gcpe a Col)P Q/: it to the Erecting Contractor. 10 TBF: 177.3 WT:439 # WO: E2,TDV1896 This design is for an individtul building cunlpunenl not rniss system. It has been based on specifications pruvided by the component m:unLacuu'er and dour Chh; Custanter Name: in accordance with the current versions of TfIl and AFPA design suindsrds. Nu r,sponsibiliy is :assumed for dinaension:d scow:+cy. Dimensions are. fo be Dagnr: JF #LC = 31 ENDEAVOR verified by the component nlcanufaclatrzr and/or building designer priur to fabrication. The building designer must asecnaill Ilett die, lauds utilized on this -Facs P=1.25 design meet or exceed the larding imposed by the local baltltltlg cock and file paaKullr application. I'tic design assumes 111:11 file top chord i; l ate.rall). TC Live 16.00 psf L=1.25 braced by the roof or floor shewhing and fife bosom chord is latwally bficed by:+ rigid sheathing trinlerial directly attached, unless mheruisz cured. TC Dead 10.00 of Rep Mbr Bnd 1.15 p Bracing shown is for Iafcral suppon of components nleudatas only it) reduce buckling length. 'fhis conlponrnt shall not be placed in any euvironment that 2- 0- 0 will cause the moisnfre content of the wood to exceed 191,",andlor cause cnnnccmr plate corrosion. Fabricate, hurdle, hlsubrace, dl and bce this fnrs ill BC Live .00 psf O.C. Spacing accordance with life. following standards: '101NT DETAILS', by'1'rusl cd, 'ANS11TP1 1', 'IVTC*A I'- Wood Tniss Council of America Scuulard Design '11111-91 BC Dead 7.00 psf Design Spec UBC -97 CONNI''I'LD WOOD TRUSSES' - (11eft-91) :and Responsibilities, 'HANDLING INS'I'ALLING AND BRACING \IETAI. PLA'T'E C Forest - Ratio: I/240 TL: 240 SUMMARY SHFFT by'I'PI. The Tnrss Plaie Instimto ('114) is lo::ated al 583 D'Onofriu Drive, M adisam, \\'iscunsin 53719. flit American :nue L�f1. TOTAL 33.00 Paper Association (APPA) is located at I I t L 19th Street, Nt1', sr hfX), \Vashingrun, D("](X1.36. psf job -Name: BENNETT1896 Truss ID: D �2�y' 3 Farug: LUULL / 3ivz 1 Platiiz7 spm ANSI/lEI - 1955 71his d-s.�i based ai dh'c'l luacu'g �pl.i-d BIS X -IOC FEaCT SIZE REQ'D TC 2�.-4 DFL #1 S Btr. Pial LFSSpe I: THE Cipi - 19 51 T (1F l _r Ili- Tolls irg sdiaial.e: 1 0- 1-12 375 3.50" 1.50" BC 2x4 IML #1 & Btr. DSIGPIIM R is C7s5L9. nt-x O.C. fL'an to 2 Ll- 3-12 1027 3.50" 1.50" PM 2YA DFL STPDIL3IT) 1E1TI5 ;1Yym are based ONLY 75.00" 0- 5- 8 11- 5- 8 3 26- 2- 4 959 3.50" 1.50" PLA E VAU�S FER ICSC RFSFAInj REEL #1607. 11F�� 9C 75.00" 26- 0- 8 32- 0- 8 Icadxl for 10 FSF rxn-mYLua aht lxsr,. az tke truss material at each bev il'g- UPLSFT REACI'ICN(S) Tv FMCE AXLE' HID CSI Install interim: st4 Vcrt(s) before ere tiai. NLan1: all -h-gs (if lxal loins- �. art 1 -125 lb 1-2 -505 .00 .24 .25 PLAMU BXSED CN GREW IS.T4EE72 VPIIE5. Sl un lXarilx3s (if irrxl�3 for rel. suL�aoht. Sui.*=t 2 -80 1b 2-3 292.02 •.24:.27 Ti>is truss is desigr�d us5rrl the S1 qg ar:t- 3 -249 lb 3-4 -410 .00 :; .16 Y .16 LDC -97 (1xde. 4-5 -413 .00` '.17,;,.17 Bldg IIcicsed = yes 5-6 -683 .00'';:.32;\;.32 Truss Lxation = Dim. End Zane 6-7 676 .08 , .32 .41 ml�gL/ Line = ldE Widal 0.00 fl BC FORCE AM IM CSI DLA rozf lheigllt = 24.24 ft, nph = 80 8-9 419 .05--.3 1 .16 LBC Stands d C oai%:t ncy, DE -ad ILtacl = 17.0 psf 9-10 408 .02 .11 .13 10-11 -212 .02 '.12 .14 U-12 586 .07 u108 '.14 12-13 606 .43 'J.00. .43 13-14 559 .24 -J. 19 • , .43 FEB FtT2CE (SI i D]E$ FCFSE CSI 2-9 99 .04 5-11 -338 .17 2-10 -604 .27 5-32 -239 .06 3-10 -710 .15 6-12 658 .27 3-11 506 .19 6-13 -837 .10 4-11 157 .05 6-3-1.2� 5_0-0 4_11-4 4-11-4 5-0-0 6-3-12_1 MX DEFI]x.TTCN (spari) 6-3-12 11-3-12 16 -3 -LI 21-2-4 26-2-4 32-6-0 L4/999 IN149412-13 (LIVE) I21�L 3 �4 5 16-3-0 6 71 1F -.03" I)=-.03" T= -.06" M4X 17ti4TFY ICN (cant) • -14 (ME) -� IF .09" D= 09" T= 18" 1 6� 00 L/860 IN MEM 13 -6.00 Joint Lo atia is 4-4 1 0- 0- 0 8 0- 0- 0 2 6- 3-12 9 6- 3-12 3 11- 3-12 10 11- 3-12 3_4 3-4 4 16- 3- 0 11 16- 3- 0 5 21- 2- 4 12 21- 2- 4 t t 6 26- 2- 4 13 26- 2- 4' 7 32- 6- 0 14 32- 6- 0 $-S-I I 3-4 3-4 !�- I I $1'111 F'ECN4 .� 2 03-4 4 3 3-4 11-O-fl>'�r ,. 7i= -3 J i_ r;o. C04s9G2 l� 2€ 2 / J I 12 -2.50 6 fl 1p0 { 15-9-8 �\ n',(�1 " 32-6-(1 tf i l F TITICAL PLATE : 1.5-3 11 6-3-1_� 5-0-1_ 1 _, 10 4-I1-4 4-11-4_� 5-0-0.. 13 14 6-3-12 11-3-12 16-3-0 21-2-4 26-2-4 J 32-6-0 ` A� Truswal Systems Plates are 20 ga. unless shotrrh by "18"(18 ga.), H"(16 ga.), or "MX"(TWMX 20 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown a WARNING Read all notes on this sheet and ,ire a copv of it to the L'rectin, ColJtroctt�fwlaw- - This design is for an individual building cumponcnl not oaks system. it has been baucd on specilicariuns provided by the comp - . :tell mnu•crIra to ill accordance with the correnr versions of 'fl'1 and AF(A design standards. No responsibility is assumul for dirrellSiOlLal accuracy. Dimalsionso verified by the cornpunenl Iremufucnlrzr andlnr building designer prior io fabrication. The building tteslsner ❑il+sl :ISCelaanl Iled the b1fols ttliliz.cdIi. BLU SAR FG design meet or exceed aha loading imposed by the local building calc :cul Ihe. paticnlar application. The design assumes that dle top churl is la LLC braced by lite roof or flour sheathing and the bottom chord laic .dly braced by a rigid shealhing wwrial diracth• suacllcd, unless othcnvisc 1101,:1. 13rachrg sho"m is for Lateral support of cuulponents member., only to reduce buckling length. This component shall nut be placed in any environment dia will cause the moisr4e comenr of the wood it, exceed 199 andlor cause wrinector plate corraSloll. Fabricate, llaodle, nlataall and br:gee this u'oss io 'TRUSWAL SYSTEMS accord -ince. with the, following sl:mtLtrds: 'JOINTDt?'I'AIl S', by-rross� .l. 'ANSU1'PI 1', '1V1'CA F - 1Vood'hiiss Council of America Statlard Design 4445 Nortlipark Dr., Coto Springs, CO 80907 Responsibilities, 'HANDLING INSTALLING AND BRACING Js41i'fAl.. PL.A'fL' CONNGt; I'liD P+OiID '1'R I!SSL•S' - (FIIB-9D and '11113-91 SUMMARY SHEET' bv'1'1'1. The'rntss I'L•ate. Insliune (ITT.) is loaded :n 5S3 D'Ooofrio Drive, p4:adisoo, \Viscousin 53719. The Amn'ic:ul 1'tll'cnl :out 'Sp5. 0 Version T6.3.5 Paper Association (AFRA) is located at 1111 19th Street, NW, Ste NW. N%ashingum, DC 21)(136. - n: 22:8: #. Fri #LC = 27 TC Live 16.00 psf TC Dead 10.00 psf BC Live .00 psf BC Dead 7.00 psf TOTAL 33.00 psf ,0/2/ 002 Scale: 1/8" = 1' WO: ENDV1896 Custanler Name: ENDEAVOR DurFacs L=1.25 P=1.25 Rep DJbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Dafl Ratio: 14/240 3C: L/240 1hisr a- RF1K] F..TT1 R9A ERG X -ICC REACT SIVE 1 0- 1-12 1139 3.50" 2 32- 4- 4 1073 3.50" 'IC FCP. E AML EM GSI 1-2 -2129 .07 .40 .47 2-3 -1640 .02 .30 .32 3-4 -1621 .00 .14 .14 4-5 -1621 .00 .14 .14 5-6 -1640 .02 .30 .32 6-7 -2129 .07 .40 .47 BC FCRCE AXL EM CSI 8-9 1871 .24 .38 .62 9-10 1867 .18 .26 .43 10-11 1071 .10 .26 .36 11-12 1071 .10 .26 .36 12-13 1867 .18 .26 .43 13-14 1871 .24 .38 .62 REQ'D 'IC 2x4 DFL 1)1 S Btr. 1.50" BC 2x.4 DFL ).:L L Str. 1-50" IAM 2:.4 ISL SBN.PRD CEI, ELK 2x4 EFL SIPNLXRD PLATE VI - M pM ICDO F ESD 4 RE:RIZI' ;$1607 . May use adagaai:e staples for gable blcdJ s. BUILDD,U E SICIER P'[ ET VERIFY GART. F-. LC AES ! [+J gable bra6i- G 58" intet"als, if to wa.rd aad a plied to face. See iCa-,elal Cable retails", C002065035. Attach seomclary tcp d=d (if sh>,-nal) with 2-4 plates (2x4) or 3-6 platin (2= 6) at 24" O.C. and lied rr�tated, in ar.L3itiah to the hsel plating slvAn. seoarlaiy tcP d -,=a mai• be n-rkd>sd fc>r• oatlooll-M as needs!. DD NT NXG1 WHEPE: 51044 BY WID FCRrE CSI WEB FC PCE CSI 2-9 156 .06 4-12 680 .28 2-10 -540 .35 5-12 -224 .13 3-10 -224 .13 6-12 -540 .35 4-10 680 .28 6-13 156 .06 MAX r FLIS ,Tw (span� LV999 IN NIEM 10-31 (L W) LF -.15" L1= -.16" T= -.32" = Joint Iions = 1 0- 0- 0 8 0- 0- 0 2 6- 8- 0 9 6- 8- 0 3 12- 0- 0 10 12- 0- 0 4 16- 3- 0 11 19-11- 0 5 20- 6- 0 12 20- 6- 0 6 25-10- 0 13 25-10- 0 7 32- 6- 0 14 32- 6-0 TYPICAL PLATE :' 1.5-3 BLUSAR MFG LLC TRLISWAL Sl'SITNIS 4445 No .bpark Dr., Colo Springs, CO 80907 drpS.0 Version T6.3.5 rda IR. OF pl.atiarg spec : PDF'I,rl'PI - 1995 rHD:S L%S1C1V IS 'IMC a'i1TCSYI2 RFSMT OF t`'IJLTIPLF LEAD C7ZZ3. BEPRRT3 REQJB;a1E-NTS slvAni are h sed C NLY ah tlY tntss material at each bea1.'irg. L�ac%1 for 10 PSI" DM-. PLP.7'1143 EASED C1V G1'EQ UT'12ER VALI.i::,. + + + + + + + + + + + + + + + + + + + + + + D --signal Bm .6 I: llb drag load applied evenly alar) tl� top d-crd to elle 2lc L ea. Iearu-g (unl.e-as nlcte3), ca>�ln-e-itiv �tlh d ad + 0 1 live loads. D.F. = 1.33 Fiy2z. reaction = .6 K 1L,;. ea. baaria-g. CYa-n,a-.tiah (l:r,: d1�) n-ut tralvfer eq -1 load to each ply (or acll-on) sh- + + + + + t + + + + + + + + + + + + + + + + 6-8-1) 5-4_0 1 4-3-0 4-3-0 5-4-0 6-8-0 12-1140 16-3-0 20-6-0 25-10-0 fi-3-i1 1 fi-z-n I 6 op -6.001 fi-8-11 , 32-6-0 UPLdF'l- f±eACriaq(S) : StgExam 1 -1.05 ]b S g3x>rt 2 -171 1b 'Jlhis f1tLSs is d-icy'tal ruing c v iILC'-97 Cloth. B1c1J arlosed = Yes '[Iles Lxaticah = blot End Za-e I-CtT..,icRl-e/0a--_ t1 LaaY =190 Ecp•C�L-.aJrny = C Bldj 1cn7l.h = 80.00 ft, Bldg Wild = 50.00 ft f all lro: t lr--icj t = 24.24 ft, li aA = 80 LEC Stmhial'd CL-u>palr-y, 1Ya3 load = 17.0 psf :.s 11(► -Q 12 13 14 fire -11 5-4-11� 8-641 5-`-4-n 6-s-0'81 TTE �"��TY 20-6-0 25-10-0 32-6-(l 6-8-0 12-0-0 "- 2i2002 QQgg��� �1E��'�E�/ Scale: 1./8" = 1' "lE"(19a.) Truswal Systems Plates are 20 ga. unless slhown by g, 5flc Buja8 "H"(16 ga.) or "MX"(TWMX 20 ga.), positioned per Joint Report. Circled platex and fa'I.se frame 'l.ates are ositioned as shown above. t 3 ... �# • , WO: ENDVl896 .! W . WARNING Read all !lutes url dlis tllcet turd �tl'B 11 GIIIIV Uf 1/ hl 1116 I J'L'ClllJ� 111111/1'(ICf01'. done Customer Name: This design is for all iudividtetl huilJing er ngtnncN not uhts.. s�sluu. II ha:, been b.tscd an spcu;uiuns pint uled by the el .ec" ens utasui»cuucr rani C1ilc: is sur Jimrnsiutcd acew:tcy. 17imenuuns :»'e ro be 18 $LC ENDEAVOR in accordance with rhe ourrav versions ui TPI :incl AFI'A Jc,ien scnulards. No respousty aasomed Dsgnrc Jr = Word/ur build'utz cess -=nor prior ru fabri arson. The huilJing deai�ner mual ascen:iin thal lite he cls wilizal un dlis P=1.25 verified by the cumponau treumfacnu'er design meet to exceed the larding imposed bl• Ute local buililiug ::ode and the patiudar application. 'I'hc design assumes that the top chord is hierdll' TC Live 1.6.00 psf DurFaes L=1.25 braced by the roof or nuur sheathing and the bunum chord is Lder�llc brtced by .t rieiJ shc:dhing m:aerial dircaly :dcmhcJ, unless uthcr,cisc nosed. TC Dead 10.00 psf drat Rep Mbr Hud 1.15 Durchtg shown is lir latend supp0n of ewnp0ucros members onlh to reduce buckling length. This component shall not be pLiced in :till' cncir»t:ntenl I':,bri-le, h.,ndle, install hrr,cc this uvss in BC Live . 00 psf O. C. Spacing 2- 0- 0 will cause the moisture content 0f lite „vocl to exceed 199, :uid,'or -ose c,lnuect"r (Ja1C CorroSton. .md accordance with the following scutdards: 'JOINT DliTAll,1', by Tntswal, ':\NSI/'fl i I', 'WTUA I'- Wood Tuts: Council of America Siand:,rd Desien BC Dead 7.00 psf '1110-91 Design Spec UBC -97 Responsibilities, 'HANDLING INSTALLING AND Bf AC NG METAL 1'LATH CONNGCTIiU \\'000.1•RlrSSfi5' - (11111 )I) Wind burnt Defl Ratio: Lt/240 TC: W240 SUM MARI' SI-IFET' 1)y'1'1'I. nie'ri ss I'L'ltc hvslinne TPI) is locm.d w 5z;-, D'Ono(riu Dri,'e, Madison, Wisconsin 53719. The Amerism Will TOTAL 33.00 psf Paper AssocLvion (APPA) is looted m I I1 119th Street, N\1'. $tc 8(> ), w:_sbi.- iigtran. Dk-' 21X06. Job Mame: BEte NETT1896 EM X -LIC RFALT SIZE REQT TC 2x4 EFL #1 & 13tr. 1 0- 1-12 1056 3.50" 1.50" BC 2c4 DFL, #1 & Btr. 2 29-10- 4 1056 3.50" 1.50" WEB 2x4 DFL SMEARD CS L' 111607 TC FCIKE AM BM IC;I 1-2 -1729 .02 .41 .43 2-3 -1539 .02 .41 -43 3-4 -1539 .02 .41 .43 4-5 -1729 .02 .41 .43 BC FORCE AXE, BM CBI 6-7 1481 .14 .40 .54 7-8 972 .09 .40 .49 8-9 1481 .14 .40 .54 WEB FCRM CSI WB FCYK£ CSI 2-7 -374 .14 3-8 573 .23 3-7 574 .23 4-8 -374 .14 NL4X C;ETIFXTICN (sem) J_l/999 IN NEM 7-8 (LIVE) LF -.14" D= -.15" T= -.30" ca Joint lotions 1 0- 0- 0 6 0- 0-.0 2 7-10- 0 7 10- 0- 0 3 15- 0- 0 8 20- 0- 0 4 22- 2- 0 9 30- 0- 0 5 30- 0- 0 ATF. 14VAUM3 PER ICBO RF�P72C5i RF f. r T oaaecd for 10 PSF rrn-ctrl xirrent DrUS T m I I"- t E Platire3 spa ' PNSI; TPI - 1995 TFTTS IFSlai IS THE CCf-UUS 1E RF -SLIT. OF F!(uilfPLE LCYD CPSES. BFPRM RIMIRU96 M shc>iri are Basal CNLY 07 t] -le thus nmteiial at each b --Virg. H_d,aTpr; EtiSED CIV GRaiN LLMOZ WILIES. W 7_10-(_ I , 7-2-1I 7-2-0 - 7_111_(1 , 7-10-0-0 15-0-0 22-2-2-n JJ 30-0-0 15-0-0 15-04) 1 2 3 4 6 0 -6 00 4-4 LJPLIFT ROACI'ICO(.S) • Slyl;st 1 -3.69 ]b Rq:jxwt2 -1691b Thm Li ass is desicytzl using the fW-97 Lb-lr. Bia3 EI-cloi�ed = yes q7i- ss locatici-r = Not P]Yl Zcle F6uZi.r ne/Chan Idne = Db,FV C��'Y = C B13J I.eri7tlr = 80.00 ft, Bc1J Width = 50.00 ft cz I'•1=an r�Y leicdtt = 23.92 ft, Mph = 80 l LY stanl_ard bzci parry, Ltad Load= 17.0 psf 6 7 111-o-0 , x 20-0-0 Truswal Systems Plates are 20 ga. unless shown by "18"(].8 ga.), V (16 ga.), or "MX"(TWl=IX 20 9a.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown a 8-3-15 s1'IfP F-0-4-3 I11-11-11 BUTTE COQ!="''a I BUILDING DEPA T Rlc2/2®®2 i. WARNING Read all notes on this sheet and give tf copy of'it to the 13reciin- Cont"Ictor. This design is for an individual building cumpunenl 1101 uvss sy+ttm. It has been based on sptci0cations providcJ by the component In ,mnacmrzr and done in accordance with the current versiuns of'I H and AFPA design srnul:rrds. No ri-spnusibility is assumed for dimensimiA accuracy. Dimcnsi,ins arc o be unified by the component manufacturer tmdyor building designer prior w fabrication. The building designer Most aseeruin drat die herds utilized oil this �� ��� �' design meet or exceed the leud'urg imposed by the local building cods and the paiicolar application. 'Phe design assumes that dna top chord k Loertly braced by the roof or floor sheathing and the botum chord is Isierdly br.xed by a rigid sheathing material directly arched, unless otherwise noted. LLCBracing shown is for lateral support of components members only to reduce bucklbm length. "Phis component shall not be pl: ced in tory environment that will cause the moisture content of the wood to exceed 19Po 'aid/or cause connector plate corrosion. I'':,brie:ue, lundlc, msedl :md brace this uvs in TRI!SWAL SYMMS accordance with the following standards: 'JOINT DIi1'AILS', by'1lumul, 'ANSI;TI'1 1', 'WTCA 1' - Wood'1'russ Council of America SLmdnrd Doi_n 4445 Northpark• Dr., Colo Springs, CO 80907 I , , Respmuibilities, 'HANDLING INSTALLING AND HRACIN C iVIL"I'AL P1.,1'I'G i;ONNEC."i'ID \V00D'1'Rl!8.l'GS' - Q110 )Il and '11I13-91 SUNINIARY SHEET' by TPl. The'1'tncs I'Lue Instione ('r[ I) is located at 583 D'Onofriu Orivc, P4c+dison, Wi coasin 53*719. The American Furca and Tp5.0 Version T6.3.5 Paper Association (APPA) is located a( 1111 19th Street NW, Ste 8W, Washington, DC 2006. TBF: 66.7 - vrfrioY-tt Chk: Dsgnr: JF #LC = 14 TC Live 16.00 psf TC Dead 10.00 psf BC Live .00 psf BC Dead 7.00 psf TOM 33.00 psf W: ENDV1896 Customer Name: ENDEAVOR DurFacs L=1.25 P=1.25 Rep h4>r Bnd 1.15 o.C.Spacing 2- 0- 0 Design Spec UBC -97 Ltfl Ratio: L/240 TC: L/240 nh Mamp! REMMETTi 896 3i3; X=IOC REEKY SIZE REV'D TC 2x4 DFL #1 & BL -e. 1 0- 1-12 1056 3.50" 1.50" BC 2x4 DFL #1 & Bt - r -2 29-10- 4 1056 3.50" 1.50" WEB 2x4 r&L SLAIM4RD PLATE VPIIES pER ICB0 ResE aI:CII I:F-FcRr #1607 TC FCRCE AM R 0 CSI Loadd fca 10 FSF i'tclr-oo<ra.11-rel"t BaL- 8-9 1486 .14 .24 aaruillous late al. bL-j=-g attad" a3 to flat 1-2 2-3 -1734 -1554 .06 .31 .37 .29 TC as indicated. Lu»Uer oust- be stl1=17Iaral. 3-4 -1574 .02 .04 .27 .25 .29 grad. Brox 0 24" o.c. wiless nz:ed. 4-5 -3.574 .04 .25'_.29 5-6 -3554 .02 .27 .29 6-7 -1734 .06 .31 .37 BC FORCE AM EM CSI 8-9 1486 .14 .24 .38 9-10 1347 .13 .24 .37 10-11 1347 .13 .15 .29 11-12 1347 .13 .24 .37 12-13 1486 .14 .24 .38 WFB FORCE CSI WEB FLdXE CSI 2-9 -278 .09 5-11 293 .12 3-9 368 .15 5-12 368 .15 3-11 294 .12 6-12. -278 .09 4-11 -330 .13 Iy; b, accordance with the current visions .,f TP]and AFPA dcsi_n sond:trds. No responsibility is assumed for dimensiunal accuracy. Iliunensiims are MAX DEFIECTICN (span# CC14.`•.9F3? 1-1/999 IN MEM 12-13 (LIVE)` 12/31102 1= -.09" lk-.10"...,r-- t-.19" hA design meet or exceed the larding imposed by the local building code and the poikwl:tr ❑pplication. The design sssumes Ih.d the lop chord = Joint Lo atic= 1 0- 0- 0 8 0= 0- 0 7- 4- 0 9 49-18- 8 16.00 psf 2 3 9- 8- 8 10'110-0- 0 braced by the roof or floor shuthb,g :md lite bottom chord 6 lam,:dly 1,mccd by,. rigid sheathing material direc0)a:nctched, unless otherwise nosed. This shall not be in :my envirumncnt dot 4 15- 0- 0 31'^1510- 0 10.00 psf 5 20- 3- 8 12 t20- 3- 8 Bracing shown is for L,tenl support of components members only to reduce buckling length. component placed Pabricaw, kindle, insmll :cad brace this uvss in 6 22- 8- 0 13 .30-'0- 0 psf 7 30- 0- 0 will cause the moisture content of the wood to exceed 19'Yc and/ur cause connector pL,[c corrosion. accorcbrice with the following sUndards: 'JOINT DETAII-S', by TrusW:i1, 'ANSI/TPI 1', 'wTC'.A I' - Wool] Truss Council of America Sundard Design '11113-91 BC Dead 5-3I-10 4445 Nordrpark Dr., Colo Springs, CO 80907 Responsibilities, 'HANDLING INS'rALLING AND OI ACING rb1ETAL PLATE CONNLCI'ED WOOD TPUSSES' - 0110-91) :,nil 1 M► -4-3 Pl.ati.rg spec ' x;SI/TPI - 1995 THIS 1:E3IC3,1 IS THE CC1v:.5I'IE REMLT OF r,L LTIFLE Ill A GGES - Bh_'RITI; REI~LTLREI'ENI3 A - on are Rased (MY Cn tl)z tr us n>ateeial. at each liar rrg. DraU-larie est be prv✓idEd to avoid pa Sing. n PLATM BFSFD CII CREEK UMBER VAII_LS. This trvss is desigie i usixg tl-te LIBC-97 Cb3a. Bldg Eh^lwcd = Yes Tiuss Iocatic i = 1bt El -a Zale I-LaTicar,e%C an Lir,-- = ILoC FJ,p Category = C Bl d4 Lr3ntli = 80.00 ft 6i, Bldg WidLln = 50.00 ft I4r , rcor 1leicA',t = 22.65 ft, rrph = 80 LEc Staix1ard O--ojp,-=y, De -ad Lcad = 17.0 psf 7.4.0 J 7-S-0 5_3-8� `-h-8 I 7-4-0 lS-(1-(1 20-3-8 30-0-0 9_10-115 4 i s 6 9-1045 l 2 1 7 600 10-0-0 -6.001 11ris cis i.g� b -_a caz ci-d luaccir?g aWl.ied p`a- UL fono'uji g schedille: n>r: O.C. fine to TC 24.00" 9-10-15 20- 0- 0 UPLSFI' REACITCN(S) • & q.TloIt 2 -'160 ]b�;F�poit I-lwj S=34 8 )111 I I 12 9=8-4� 5-3-8 S -3-S-3-8 9-8_4 15-0-0-0 20-3-8 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), "H"(16 ga.), or "MX"(TWFIX 20 ga.), positioned per Joint Report. Circled elates and false frame plates are Positioned as shown I s-9-6 'DARNING Rend till notes on this sheet and ;rive a col�v of it to tine lsrectin, , Contractor. based by the cumponeot m:utufctcuu-er and duos lr3r : q r r -i CIlk. This design is for an individwil building eoorpnnew not miss sy.,icm. It has been on specifications provided to be b, accordance with the current visions .,f TP]and AFPA dcsi_n sond:trds. No responsibility is assumed for dimensiunal accuracy. Iliunensiims are a 1...-1 -J 'N CC14.`•.9F3? Epp. 12/31102 �?kr / ff�c ®® 2/2002 6 ® Scale: 5/32"4 = 1' PJVPDVI896 miner Name: ENDEAVOR DurFacs L=1.25 P=1.25 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Dan Ratio: W240 TC: L/240 'DARNING Rend till notes on this sheet and ;rive a col�v of it to tine lsrectin, , Contractor. based by the cumponeot m:utufctcuu-er and duos lr3r : q r r -i CIlk. This design is for an individwil building eoorpnnew not miss sy.,icm. It has been on specifications provided to be b, accordance with the current visions .,f TP]and AFPA dcsi_n sond:trds. No responsibility is assumed for dimensiunal accuracy. Iliunensiims are Dagnr: JF #LGA 4 ® verified by the component tremufacnueruidlor buildmg desigue.r prior u, fabrication. 'file building designer must iscoenabl lh:d the Iwids wilized on this is Luerally _ RLU SAR FG o design meet or exceed the larding imposed by the local building code and the poikwl:tr ❑pplication. The design sssumes Ih.d the lop chord TC Live 16.00 psf e LLC braced by the roof or floor shuthb,g :md lite bottom chord 6 lam,:dly 1,mccd by,. rigid sheathing material direc0)a:nctched, unless otherwise nosed. This shall not be in :my envirumncnt dot TC Dead 10.00 psf Bracing shown is for L,tenl support of components members only to reduce buckling length. component placed Pabricaw, kindle, insmll :cad brace this uvss in BC Live psf TRUSWAL SYSTEI14S will cause the moisture content of the wood to exceed 19'Yc and/ur cause connector pL,[c corrosion. accorcbrice with the following sUndards: 'JOINT DETAII-S', by TrusW:i1, 'ANSI/TPI 1', 'wTC'.A I' - Wool] Truss Council of America Sundard Design '11113-91 BC Dead .00 7.00 psf 4445 Nordrpark Dr., Colo Springs, CO 80907 Responsibilities, 'HANDLING INS'rALLING AND OI ACING rb1ETAL PLATE CONNLCI'ED WOOD TPUSSES' - 0110-91) :,nil ' M.IMMARY SKEET' by Till. no Tniss PL•de Institute (TPI) is located n(5r3 D'oru)frio Drive, NLtdisun, Wisconsin 53719. The Amcriun Forest rn,d 33.00 Tp5.0 Version T6.3.5 Paper Associnlion (APPA) is located :d 1111 19th Stree(, NPV, Ste ft),Wilshingion, DC YX136. TOTAL psf PJVPDVI896 miner Name: ENDEAVOR DurFacs L=1.25 P=1.25 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Dan Ratio: W240 TC: L/240 BLUSAeRetai IFG LLC TRUSWALSYSPEMS '�-• 44.15 Nmlhparl- Dr., Coto Springs, CO 80907 Ta5.0 Version T6.3.5 T 4-3-] 0 T=(1-4-3 -6.001 6 l (1-0-(I _I 0-0-0 7 111-0-11 1 20-0-11 5 1(1-0-0 ) t 30-0-0 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), & "H"(16 ga.), or "MX"(TVMIX 20 ga.), positioned per Joint Report. Circled laces and false frame plates are positioned as shown above. d. WARNING Read all ,:rotes on and.give this sheet anive a coli), of it to the Erecting C Ontrad0r. been based on specil'ic:uiuns by the componrw nn uxtfacnu'er acrd dune TBF. 64. T -11f I C Cl 'this design is for an individtul building component not miss system. It Ices provided Uimeus unls arc In , E 9 A Qty: B Teras/ 117y-, �;�`� :'�•�'u+�� r �a,� O -., . lob Name: BEN NETT1896 verified the component manufacnu'er design meet or exceed the. Itxlding imposed by the local building cod, and the pnticuLtr:tpplic:ktion. The design assumes tun the top chord is Imernily TC Live 16.00 • f I This it•i 1.,ased ai dmd U--Ulg ap?lied TC Dead 10.00 psf Bracing shovm is for lat,ral support of cnmpunents members only to reduce buclduhg length. "Phis componeni sliAl not be placed ill any rm'ironment 111.1 I :Ibricate, Icmdle, htsedl and brace this truss iu & Btr. P1�I RI - 1955 Plating Spec w U2 fo]]VIX x3L�.tEr EM X -LOC REP.CT SIM REQ'D TC 2x4 DEL ##1 LF -L $1 L. Btr. THIS I�SIC�T IS Ti -TF. Qi+'IFtbT1E ItESCY,T OF 1"L nt�: O.C.o.fivn to 1 0- 1-12 2 29-10- 4 1056 3.50" 1.50 1056 3.50" 1.50" BC 2x4 6M 244 LCL S[P1TC11RD r-Kff- TPTE ICY -D CASES. BP"R11T 1t YT)}�+IDJIS sina-i are baser nvr� 24.00" 7-10-15 22- 0- 0 RCEICITCI4(S) PJATE VALTffi PEFt IC137 RE` Fht1 PGCXFlI #1607. Traded for 10 FSF ncir-crlrztn'>:sit BSL. �•1 tla truss material at cath Le- -4- 1 vridxl to a vid psllrixj. UPLIFT' SulAxil.t 1 =7.56 lb ]b TC FC&2CE ML )�]D CSI Ctriti jots lateral Ixacii'g attadzd to flat Ihaii� mst e PLAnr I,rySM laJ �N TJJ�'BER VALU:S- Sl4'gaol:t 2 -156 1-2 -1722 2-3 -1732 .07 .35 .41 .05 .41 .45 TC as il-dicated. Wrber mist be stnncLx--1 24" o.c. unless r> ed. Tins t>tiss d�icyu9 usuij the 3-4 -1735 .05 .41 .45 grade. Brace 93C-97 Cure. 4-5 -1722 ..07 .35 .42 Bldg E]rloseecl = Yes TI.L s Loc-stial = Not. Ehl 2rrie 13C FCRCE AM END CSI /Crn Lila = 1,bLip CateJmY = C EIn--ri.care ea 6-7 1473 .14 .39 .53 Blc1j T a qt h = 80.00 ft, Bldg Nli.dtlz = 50.00 ft 7-8 2010 .19 .40 .59 rpt rcof 1-eigi t = 22.15 ft, nlal't = 80 8-9 1473 .14 .40 .54 LDC Starlsrd Coaparry, lead Load = 17.0 psf VSB FC%RCE CSI VEEI FMCS CSI 2-7 495 .20 3-8 -343 .24 3-7 -346 .25 4-8 497 -20 rOX EEFI r•rCN (spam) - LI/999 IN KM 7-8 (LIVE) L -.15" D-- -.16" T= -.32" = Joint Locations = 1 0- 0- 0 6 0- 0- 0 2 8- 0- 0 7 10- 0- 0 3 15- 0- 0 8 20- 0- 0 4 22- 0- 0 5 30- 0- 0 9 30- 0- 0g_Q_Q 8=0-0 7 7-0-0_t -0-0 1 8 -II -0 I5 -II -0 22-0-0 3041-0 7_10-I514 7 -10 -Ii 2 3 j BLUSAeRetai IFG LLC TRUSWALSYSPEMS '�-• 44.15 Nmlhparl- Dr., Coto Springs, CO 80907 Ta5.0 Version T6.3.5 T 4-3-] 0 T=(1-4-3 -6.001 6 l (1-0-(I _I 0-0-0 7 111-0-11 1 20-0-11 5 1(1-0-0 ) t 30-0-0 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), & "H"(16 ga.), or "MX"(TVMIX 20 ga.), positioned per Joint Report. Circled laces and false frame plates are positioned as shown above. d. WARNING Read all ,:rotes on and.give this sheet anive a coli), of it to the Erecting C Ontrad0r. been based on specil'ic:uiuns by the componrw nn uxtfacnu'er acrd dune TBF. 64. T -11f I C Cl 'this design is for an individtul building component not miss system. It Ices provided Uimeus unls arc In in accordance with the current versions of TH and AFI•A design standards. No I espunsibilip� is assumed for dimensiolud accuracy. by and/or building designer prior w fabrication. The huilding designer must asceltlin Ih:d the In: ds wilizcd ono this Dr • JF 41 agn ` verified the component manufacnu'er design meet or exceed the. Itxlding imposed by the local building cod, and the pnticuLtr:tpplic:ktion. The design assumes tun the top chord is Imernily TC Live 16.00 • f I braced by die roof or floor sheathing and the bouom chord N Wen illy braced by s rigid sheathing mstercd directly auaclled, TC Dead 10.00 psf Bracing shovm is for lat,ral support of cnmpunents members only to reduce buclduhg length. "Phis componeni sliAl not be placed ill any rm'ironment 111.1 I :Ibricate, Icmdle, htsedl and brace this truss iu BC Live psf Will catnse the moisture cantenl of rhe wood to exceed 197" and/or c_mse comiectur plate corrosion. accordance with the following standards: 'JGIN1' DE'T'AILS', by Truswal, 'ANSI/'I'I'I I', '\VTCA 1' - \Vood 71uss Council of Ai icric:i Stwidard Design .00 BC Dead 7.00 psf 'HANDLING INSTALLING AND BRACING \IIif L PLATE COiNNECTED WOOD TRUSSES' - (11113-91) and '1110-')1 Responsibilities, SUMMARY SHEET' by'rl'l. The Truss phle Instihne ('ITT) is located :i1 583 D'Onofrio Drive, Madison, Wiscousm 53719. The Ailherlc.'In I'uresn :mll TOTAL 33.00 psf Paper Association (APPA) is loc ied nt I 1 I 119111 Street, NW, Ste 80(1, WVtshineton_D(' 1-M36. 1 ®® 2/2002 Scale: 5/32" = 1' 96 And P=1.25 A Rep Rnd 1.15 O.C.Spacing 2- 0- 0 Design Spec TIBC -97 Dafl Ratio: L/240 TC: L/240 F-6. 14 -II -(1 Job Name: BENNETT1896 Truss )D: TC 2x4 DFL #1 & BIT. BC 2x4 DFL #1 & Blr. E GBL BLK 2x4 DFL STANDARD — JointLocations, PLATE VALUES PER ICBO RESEARCH REPORT #1607 1 0- o- 0 250- o-, o Loaded for 10 PSF non -concurrent BCLL. 2 z- e- 0 0 26 27 •!r2=�8=;,0 '('40- o Continuous lateral bracing attached to flat 3 4 4- o- 5- 4- 0 28 . r5- 4- 0 TC as indicated. Lumber must be structural 5 6- 0- 0 8- 0 29 30 '6- 8- 0 '1 6- o- o g @c. rade. SLUMBER VALUES. 6 6- 0 31 '!. 9-1J4- 0 GIBASED ON GREEN 7 8 8- 0- 9- 4- 0 32 10-t0- 0 9 10- 8- 0 33 10- 8- 0 10 12- 0- 0 34 12- o- 0 11 13- 4- 0 35 13- 4- 0 12 14- 8- 0 36, 14- 8- 0 13 15- 4- 0 37 15-.4- 0 14 16- 8- 0 38 16- B- 0 15 18- 0- 0 39 18- 0- 0 16 19- 4- 0 40 19- 4- 0 17 20- 8- 0 41 20- 8- 0 18 22- 0- 0 42 22- 0- 0 19 23- 4- 0 43 23- 4- 0 - 20 24- 0- 0 44 24- 8- 0 21 24- 8- 0 45 2G- 0-• 0 22 26- 0- 0 46 27-.4- 0 23 27- 4- 0 47 30-.0- 0 24 30- 0- 0 T 3-3-10 1 =0.4-3 E1 F ME PlaIinr spec: ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. BEARING REQUIREMENTS shown are based ONLY on the truss material at each bearing. Drainage must be provided to avoid ponding. BUILDING DESIGNER MUST VERIFY GABLE LOADS! (t) gable bracing required @ 58" intervals, If exposed to wind load applied to face. See "General Gable Details", C002065035. 5-10-155-10-15 ' I 1 J J 5 6 - $ 9 /0 fl18.2-'2 11 I! 16 16 1: l3 19 20 2/ _- .1 - ;J —' -6•UO 600 l 23 26 27 2J 29 30 Jl J' Ji JJ Ji J6 J- 33 39 40 JI J2 JJ J-. J3 Jo 4 - Drava: 6002275027-020 This design based on chord bracing applied per the following schedule: max D.C. from to TC • 24.00" 5-10-15 24-0-0 This truss is designed using the UBC -97 Code. Bldg Enclosed = Yes Truss Location = Not End Zone Hurricane/Ocean Line = No , Exp Category = C Blilg Length = 80-00 ft, Bldg Width = 50.00 ft Mean roof height = 21.65 ft, mph = 80 URC Standard Occupancy, Dead Load = 17.0 psf T 3-9-6 SHIP -4-3 _. P ;ti i't. i \. p. 12131(02 l PICAL PLATE: 1.5-3 %% ',',r_�Bar_� { OVER CONTIPO At Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), •'H"(16 ga.), or "MX" (TWMX 20 ga.), positioned per Joint Details Report. Circled plates and false frame plates are positioned as shown above. T � F. 81� � WARNING Rend all notes on this sheet and give n copy obit to the Erecting Con111aClof. s This design is for an individual building componenl not miss sysrem. It has been based on speciiications provided by the component manufauurer Cflk: and done in accordance wide the current versions of'ITI and ArI1A design standards No responsibility is assmned for dimensional accuracy. Dimensions Dsgnr: JF 4' 4 are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads ® utilized on this design meet or exceed the loading imposed by the local building code and the pansuiar application. 'fhe design assumes unless nlhenvise chat the top chord TC Live 16.00 p' .� � t3 is laterally braced by the roof or floor sheathing and die bouom chord is Isteraliy braced by a rigid sheathing material directly auached, TC Dead 10.00 psf ®®®'' 6BB'��� U11 L noted $racing shown is for lateral support of compacents m .nbers curly to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 19°1 and/or cause connector plate corrosion. Fabricate, handle, install BC Live 0.00 psf SYSTEMS Northpark Dr. and brace this truss to accordance with the following standards: 'Joint and Cutting Detail Reports available as output from Tmswal sofm-are', BC Dead 7.00 psf 4445 North'ANSI/TP1 1','WTCA I'- Wood Tntss Councilm of America Standard Design Responslbilities,'l IANDI_ING INSTALLING AND BRACING METAI- COIL+ Springs, CO 80907 PLATE CONNECTED WOOD TRUSSES' - (1-1111-91) and'1118-91 SIJMAIARI' SI117FT' by Till. The Truss Plate Institute (TPI) is located at D'Onufi io Drive, TRUSPLUS 6.0 VER: T6.3.5 Madison, Wisconsin 53719. The American Forest and Paper .Association (AFI'A) is located at I I I 11911, Street, Nw, Ste goo, Washington, DC: 20036. TOTAL 33.00 psf 10/2/2002 ale: 5/32" = V : ENDV1896 er Name: '.OR �r urFacs L=1.25 P=1.25 Rep Mbr Bnd,1.15 O.C.Spacing 2-0-0 Design Spec UBC -97 DEFL RATIO: L/240 TC: L/240 b Name: BENNETT1096 EM X -LOC REA\ SIZE 1 0- 1-12 1056 3.50" 2 29-10- 4 1056 3.50" TC Fmm AXE, BM GSI 1-2 -1710 .07 .39 .46 2-3 -1524 .03 .30 .33 3-4 -1174 .03 .29 .32 4-5 -1525 .03 .30 .33 5-6 -1710 .07 .39 .46 BC F= AXL END GSI 7-8 1460 .14 .27 .41 8-9 1168 .11 .27 -39 9-10 1168 .31 .27 .39 10-11 1460 .14 .27 .41 FEQ-D TC 2x4 DFL #1. & BU -- 1. 50 " U-.1.50" BC 2:ti4 DEL #1 & Btr. 1.501+ 4&B 2x4 LCL STPMARD ,T_AM VAUES pM ICBG rem%R01 Rt:SZP 41607. ics&d for 10 PSF DCJL. RAID , BASED CrI MEEK LLMMR V-4TJ S This truss is desig-xai usirg th:. U)C-97 0 --de. Bldg Ehc7 ase1 = Yes Truss Location = Net aid ZaA-- Hn- icane/Ocem Line = tb , LIP Category = C Bldg Ia = 80.00 ft, Bldg Widzl-1 = 50.00 ft I -i roof I-eigil- = 23.92 rt, nph = 80 LDC Standard 0=4:l-ury, E1Gd I-culd = 17.0 psf Wr'B FCRM CSI 1,EB FCRCP CSI 2-8 -302 .11 4-9 76 .03 3-8 425 .17 4-10 426 .17 3-9 76 .03 5-10 -302 .11 MAX IE1iF>✓ITCN (tD1) L/999 IN M174 7-8 (LIVE) LF -.11" D= -.12" T= -.23" r..._ V Joirk L�ticrls 8-3-15 7- 1 0- 0- 0 7 0- 0- 0 2 7-10- 0 a 10- 0- 0 ; r„ 3 12- 0- 0 9 15- 0- 0 4 18- 0- 0 10 20- 0- 0 5 22- 2- 0 11 30- 0- 0 6 30- 0- 0 Truss lid: EF Platin3 sFh : *BI/'TPI - 1995 THIS LESICIV 1S 'n -E CCMEWITE RESCW OF t1II11PLE LOAD C"-SL•3. )3lrRM RFE)it:TIRfl`'ENTS stun are based CITY C31 tl-L- ttws ntittes-ial at eaci'1 hearing. Dai.lvge mist It prwid-9 to avid Pa-dirg 1 P 7_10_11 4-2-1__) y 6-0-0 4-2-0 7_1 7 -Ill -0 12-0-0 I ti -II -II 22-2-0 30-0-0 15-0-I1 17-7-13 6, 1 2 3 4 Iles et icyz lease i ai d-rsd lnaei.lig gVlied per the follaau>.7 sd>�lle: ti o.c. frcan to TC 24.00" 12- 0- 0 18- 0- 0 UPLIFT RFP.CI'ICfi(S) • :a j:jxnt 1 -1.69 lb - aT aiL- 2 -169 lb BLUSARL MFG LLC TRIJS"\:4L SYSTEMS 4445 NbrUJpark Dr.. Colo Springs, CO 80907 'ipS.O Version T6.3.5 7 g 9 10 1O-11.11 1 5-I1-0 _ 5-0-()_----1 10-0-0 15-11-1) 20-0-0 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), "H"(16 ga.), or "MX"(TWr•1X 20 ga.), positioned per Joint Report. Circled plates and .Ealse frame plates are positioned as shown --'iii' 1 11 plim7 I ILII- 1 311_(1-I) 46�/ 2/2002 tl� � t � Scale: 5/321, = 1' zeAb- � WARNING Read alt notes on this sheet tool give a coli, of it to the Erecting Cnrltr'(jCtor. Phis des igu is for all hldividual building coulponcut nut Inis, 1pwril. It has keen based un spcciiicmions provided by the component ill uutf:tenlror Lmd done nl accord:irce Willi the cnn'ell versions oI TH wid AFPA design .11.ouL+rds. No rip u 1,ibilib• i, a,sunwd roe diulensiouA :,casae)'. Dinlcnsions o.: (o be verified by the componem iremufacu r r and)or building designer I)r1Ur 10 ILbj-iUiinll. The building designer must :tscetuin ills( (hc kods utilized on this design meet or exceed the loading imposed h}' the luted building code and the paticuk.r apldicalion. elle dcstgu :lssmnles dl:d (Ile loll chord k korr:dl)l braced by the roof or (lour sheathing and the bottom chord i:. L)tncdly braced by :t rigid sheudliog m:ueii:d directly auached, unless othcnvile noted. 8racu)g shown is for Ldeml suppon or eou)puncnu u191nbem only t:i reduce buckling Ieugih. This component shAl not be placed in any environment tltid will wise the moisture content of the wood to exceed 1915,:uld/or cause connector plate corrosion. fabricate, handle, instill cold brace this n'uss in Liccord:nlce W11I1 elle hollowing s(andards: 'JOINT DETA11..S', by'lht,wal, 'AN.SWITI 1', WIVA F - \Vona Truss Council of America St:md:nd Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL I'll -ATL C'ON.NU:TQI) \\01OI) TRklSSLS' - (IIIIJ ll) :u)d '11111-91 SUMMARY SI IGL•'T' by "I'I'I. The Tntss I'h oe Institute (I'I'I) i+ lo-icd .d 553 D'Unofiw Drire, M.Aison, \1'iscunsin 53719. The Americ:m I�orest and Paper Association (APPA) is loaded at I I I I Will Street, N\\t, file '"). %.gilineunt. DC'2(N)16. _ TBF : 78.7 I+IT : kU' If' Chk: " Dsgnr: JF #LC = 14 TC Live 16.00 Psf TC Dead 10.00 psf BC Live .00 psf BC Dead 7.00 psf TOTAL 33.00 psf WO:' IWV1896 Customer Name: ENDEAVOR DurFacs L=1.25 P=1.25 Rep Nbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 DaD. Ratio: 14/240 TC: 1/240 `\X r..._ V 8-3-15 tiHllltt\.at\ Ey ; r„ s\� C j t� 1,r / J • --'iii' 1 11 plim7 I ILII- 1 311_(1-I) 46�/ 2/2002 tl� � t � Scale: 5/321, = 1' zeAb- � WARNING Read alt notes on this sheet tool give a coli, of it to the Erecting Cnrltr'(jCtor. Phis des igu is for all hldividual building coulponcut nut Inis, 1pwril. It has keen based un spcciiicmions provided by the component ill uutf:tenlror Lmd done nl accord:irce Willi the cnn'ell versions oI TH wid AFPA design .11.ouL+rds. No rip u 1,ibilib• i, a,sunwd roe diulensiouA :,casae)'. Dinlcnsions o.: (o be verified by the componem iremufacu r r and)or building designer I)r1Ur 10 ILbj-iUiinll. The building designer must :tscetuin ills( (hc kods utilized on this design meet or exceed the loading imposed h}' the luted building code and the paticuk.r apldicalion. elle dcstgu :lssmnles dl:d (Ile loll chord k korr:dl)l braced by the roof or (lour sheathing and the bottom chord i:. L)tncdly braced by :t rigid sheudliog m:ueii:d directly auached, unless othcnvile noted. 8racu)g shown is for Ldeml suppon or eou)puncnu u191nbem only t:i reduce buckling Ieugih. This component shAl not be placed in any environment tltid will wise the moisture content of the wood to exceed 1915,:uld/or cause connector plate corrosion. fabricate, handle, instill cold brace this n'uss in Liccord:nlce W11I1 elle hollowing s(andards: 'JOINT DETA11..S', by'lht,wal, 'AN.SWITI 1', WIVA F - \Vona Truss Council of America St:md:nd Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL I'll -ATL C'ON.NU:TQI) \\01OI) TRklSSLS' - (IIIIJ ll) :u)d '11111-91 SUMMARY SI IGL•'T' by "I'I'I. The Tntss I'h oe Institute (I'I'I) i+ lo-icd .d 553 D'Unofiw Drire, M.Aison, \1'iscunsin 53719. The Americ:m I�orest and Paper Association (APPA) is loaded at I I I I Will Street, N\\t, file '"). %.gilineunt. DC'2(N)16. _ TBF : 78.7 I+IT : kU' If' Chk: " Dsgnr: JF #LC = 14 TC Live 16.00 Psf TC Dead 10.00 psf BC Live .00 psf BC Dead 7.00 psf TOTAL 33.00 psf WO:' IWV1896 Customer Name: ENDEAVOR DurFacs L=1.25 P=1.25 Rep Nbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 DaD. Ratio: 14/240 TC: 1/240 t►1mmp- RF1e MF-TT9 R96 lM X-I.CY' R1-ACr SI2E 1 11- 1-12 511 3.50" 2 26- 4- 4 512. 3.50" TC Ftp AXL END CSI 1-2 -630 .01".21 .21 2-3 -635 .00 .19 .20 3-4 35 .00 .19 .20 BC FCFKE AM EM CSI 5-6 48 .00 .24 .24 6-7 788 .05 .24 .29 RFQ'D SIC 2x4 DFL #1 & BLr. 1.50" BC Zi" -i DFL #1 & Btr. 1.50" FiEB 21,1 DFL STPtIPM CEL, BLK 2x4 DM STTI4WD piATE VALL&S PER IC SO RSEPRC14 JiU:C ' #1607. DW use aclacq tate staples for gable bl celr . BLT Dr, LESIwm nji T vERTFY (--.MF, LOAM [+1 gable lnaa i rt -a & 50" intervals, if e+lxa-ce to vn.rrl"mad aJ�ti.dl to face. See "CEa-,E?aal (gable L1:tail.s", CD02065035. 1M FCRCE CSI [dB FL13E CSI 1-5 -497 .06 3-6 -211 .11 1-6 644 .26 3-7 -856 .45 2-6 105 .03 4-7 -115 .03 MAX rEFIF1;.TICN (span) 1/999 IN VEM 6-7 (LIVE) Lv -.10" D= -.31" T= -.22" - Jails. T-t-ia'1s = 1 0- 0- 0 5 0- 0- 0 2 5- 3- 0 6 5- 3- 0 3 10- 3- 0 7 15- 6- 0 4 15- 6- 0-l-11 5-3-(I TYPICAL PLATE : 1.5-3 D"LUSAR MFG LLC •TRUSWAL SYSTEMS 4445 Nortbpari Dr., Colo Springs, CO 80907 3p5.0 Version T6.3.5 2.! 3-6-2T 2-5-0 1 Truss Bey. 1.1 Platirg sps FI`19V1'13I - 1995 m-fis msruV IS m E C3,IFC3rIE RES'Cl(T OF DILTIPLE: LOAD CASES. BLERII`1J REljJff]`nffs sho n are based CNLY a1 L] ie truss nate : ial at eaci7 Loacie1 for 30 FSP rn1-carxtn'ellt B7 L. pLATn,; BASED CN G;U-N LIFPIR vALLL Eh'l �•-&Xtical.s d�-Gicyvl for anal. loads rs11y L•\telsi.a>s alxx✓e or below the truss profile (if Mj) mire adaitiaial calsicl?3at.icxl (b,'d Y -=i-) rcr hoLiz. loads rag tle bl&j. 5-0-0 0 1-3-0 5-3-0 15-6-0 5- i -II 10-3-0 1 11 2 3 4 F-2 . 50 -2.50 3-6 UFi1t`1' RI::ACT'LCN(S) -nLt I -lol lb Stq.,{xart 2 -901.) 711i s tsr.Lss is des-ig'aal using t1le L'n� 97 Ctx.l✓- Bldg 10 r•l nixed = Yes ni.iss Lrvzti.m = Nd'. Dxl 7rrte C Hm�.ciatstr Lille = NO E� Cata�y = B.Ic1T 1sx'iJttt = 80.00 ft, B1clg l3idth = 50.00 ft P tut irx?L' I> jq1 t = 21..76 ft, 11111 = 80 L1PC SLatlatd Qxagxu�y, L>zad Load = 17.0 psf 11-0-0 STUB 5 5=3-0 5-3-0 6 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), H"(16 ga.), or 11M "(TWMX 20 ga.), positioned per Joint- Report. Circled plates and false frame plates are positioned _as shown -xp 12/3�!GZ $i TBF: 45.'T �T� #F'4 WARNING Real all notes on this sheet andgive a copy of it to the is"lectin,; Contractor. This design is form individual buildbtg component nut miss system. ft has been based un specifications provided by dte component manulacntrer and done C1ilc: in accordance with the current vcratuns of TPI :rad APPA desien scuao:irds. No rcspunsibilin• is :;.isumcd for dimensiowd -Curacy. Dimensions :,re to be Dagrtr: JF #LC = verified by the component manufacturer ewd/or building design= r prior to fabrication. The building designer must ascennin ticti the loads utilized on this design meet or exceed the loading imposed by the local building code :rad the patiathtr application. The design assunncs licit the top chord is laterally TC Live 16.00 psf braced by the roof or Floor sheathing and the bottutn chord is latcr:dlro) bt:'acd by:. rigid shc:uhing matcrinl directly auachcd, unless uthcrwtsc noted. TC Dead 10.00 psf Bracing shown is for lateral support of components uncuabcrs only to educe buckling length. 'this component ,Itcdl not be pLtced in any etwironuacut lIcA will cause the moisture content of the wood to exceed 1990 : ndlor erase connector plate corrosion. Fabricate, lin ndic, install read br:,ce this Crus iu BC Live .00 psf accordance with the following standards: 'JOINT' Dl' ['AILS'_ bN Trwwal, 'ANSWITI I', '\1''I'(::1 I' - \\RwJ'I'nus Council tui Anacricn Stand:nrd Design BC Dead 7.00 psf Responsibilities, 'HANDLING INSTALLING AND BfLACING Nil i'1'AL PLATE CONNIVITI) \ nor) n, USS HS' - (11113-91) and '11113-91 SUMMARY SHEET' by TPI. The Taus Plate Institute (TI't) i+ located rd 513 D'Ooofrio Drtvc, Madison, Wisconsin 53719. The Amerirm 1'`01est and TOTAI. 33.00 psf Paper Association (AFPA) is located at 1111 1911, Street. NNv, Ste t(N), W.ishingwn, W: 2(11136. S2/2002 cale: 5/16" = 1' 96 pr..r a caner Name ENDEAVOR DurFacs L=1.25 P=1.25 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 D_fl Ratio: W240 TL: L/240 job Name: BENNETT1896 EM X -LOC REkCr SIZE REQ'D TC 2x4 rFL #1 1 0- 1-12 1974 3.50" 2.10" BC 2x6 LFL 42 2x4 EEL SIPM1'1RD 2 29-10- 4 1974 3.50" 2.10" WEB L3 VATJ3=S PER ICSO RESE'ARUI REEF #1607. 7C FCRCE AML HID CSI -ATE Laded far 10 FSF rlaYl-c.xcurrent BCtL. Iksncmllt hacirg isLil ed ()N ctlrrs) to 1-2 -3392 .24 .48 .72 See HIB -91 al -I 2-3 3 4 -2273 -2273 .04 .44 .48 04 44 - .48 plfflt r0tation/tCrpli1g. t�m ANSI/'IPI 1-1995; 10.3.4.5 and 10.3.4.6. 4-5 -3392 .24 .48 ''..72 lt': DC FAKE AM BM i CSI 6-7 2977 .39 -,.42 - so 7-8 2963 2963 .38 ?'.37 '.76 8-9 9-10 2963:3`9 .38 ,.37ty .76 . 38�{ 37',75 10-U 2977 .397.�:-42 80 4&B RMM 2-7 612 (SI T B - i. CSI .25 "s4-8fp-1133 .55 2-8 -1133 .55 j-14-101, 612 .25 3-8 1585 .64 i' -- MAX L&FIE CWN (spay 1,/999 IN MEM 9-10 maw)' LF -.12" D= -.1311 T`= -.26" - Joint locat1a76 = 1 0- 0- 0 7 7- 6- 0 2 7- 6- 0 8 15- 0- 0 3 15- 0- 0 9 16- 0- 0 4 22- 6- 0 10 22- 6- 0 5 30- 0- 0 U 30- 0- 0 6 0- 0- 0 ®L\� bracing re= at eadi loc:at:iol sha-ai. see sta-,cbrd its (7X01087001-001). Platiarj sl>ac RI3UI/7'PI - 199S m4is I ESICN IS THE EvTcsrIE RCA= OF l,U,rfIAL In=n CASES. g'FRTj,Z FUjjLREl%ENI5 shad -i are based CNLY cn the truss ntateiial at eacli lea172n3. PLAaTm P= Lv MEEN ILTMER VAILES- E 579 7=6--Q, 7-6-0 7-6-1) 7-6-0 15-0-0 22-6-0 30 -II -I) 11-0-11 i 2 3 4 F 00 -6.001 4-4 ui,ur r i,-txrim(s) • Sltl aotit 1 -290 lb stg4xr 2 -290 ]b 'This truss is d3 w -i lisarg t1l LTK''-97 CLda. Bldg Errlosed = Yes Mills L cati.al = 11bt I]rl za-a FUn-icjule/Oxan Li iie = No � Qat = C Rklg T_e, �_ , = 80.00 ft, Bldg WlcTL-11 = 50.00 ft (~Trull rtzo li].C�lt = 23.9 ft r � _ 1780 f Ur, r , StaltiaLtj oxLtlamr.Z , Ps --LCAD CAS' #1 L£SIGN IDAM ---------------- ----Dix L.PI-f L.Lcc R.Plf R.L c LL/`iL TC Vert 52.00 0- 0- 0 52.00 30- 0- 0 .62 EC Vet:L- 75.19 0- 0- 0 75.19 30- 0- 0 .39 6 7 , � II► 7=6 -II 7-6-0 7-6-0 7-6-0 15-0-0 22-6-1) Truswal Systems Plates are 20 ga. unless shown by 1118"(18 ga.), "H11(16 ga.), or "MX"(TWM.l' 20 ga.), positioned per Joint Report. ,.,.a f -i f,-=, „l =res are Dositioned as shown a 771-1.1 8-3-15 SHIP Al A Q =114.3 i,02 t 0-0- 3 ® � 311 -II -I) 002 kale: 5/32" = 1' WARNING Read all notes on this sleet and give a copy of it to the Erecting Cortr»ctor. 'Phis design is for an. individtul building component not trUSS system. It Ir,s been b:uscd on spcciCicatiuns provid*d by the componetu m:"n facnn'er mud dote bl accordance with the corrin versions of TPI and APPA dcsien sta n,o-L. No r.:sponsibiliiy is ssswncd for dimensiolcd -.corny. Dimcnsi,ms aro to be A velitied by the annponam ununufacntrer andlor building dasigncr prior m i:,bnCa ton. 'I'll, hni lding desi,!lj tr unnsI ascell.till fli.n the keds utilized on this BLUSAI MFG is design meet or exceed the lmkdhlg imposed by the local hoilding code and the p:dicolarzippliealion. The design assonn:.s turf die top Chord is Loendly braced by rhe roof or floor sheathing mud ilia honour chord is hicnally braced by a rigid shemhing mnlercd directly an.,eh*d, unlass otherwise notal. LLC&Acing sho„,1 is for Locml sopport of components inembets only to reduce, buckling leagth. I his component shill not he placid in any cm ironment that will Diose ilia moisture content of the wood to exceed 19",5 and/or cause cotnector plat* corrosion. P:,bricatc, handle, install and brace chis Irnss in TRLM%IAL SMEMS accordance N0111 the following slandardsi 701N'I' DuAIL.S', by Timswal, 'ANSI/TPI I', 'WWW r - %vood "rrass Comlcil of America Smn(Lrd Design 4445 Northpark Dr., Colo Springs, CO 80907 Responsibilities, 'HANDLING INSTALLI NO AND lifLACI NG fvIP 1'AL. PL..A'rl? CONM3CTED WOOD TRUSS FS' - OM3 -91) and 'Iilli-')1 SUNIMARY SHM- by'PPI. 'I'he'I'ntss I'L•ue Instinne "I'I'!) is located at 557 Dntfrio Driva, Madison, %Viscoiisiti53719. The American Purist :end Zp5.0 Version T6.3.5 Paper Assoeedion (AFPA) is located n 1111 19th Sweet, N\V, Ste 60Ci, Wa,hineton, DC NX136. TBF: 78.0 i4T':200 # Chk : Dsgnr: JF #LC = 14 TC Live 16.00 psf TC Dead 10.00 psf BC Live .00 psf BC Dead 7.00 psf TOTAL 33.00 psf ENDEAVOR DurFacs L=1.25 P=1.25 Rep Isar Bnd 1.00 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Dan Ratio: L/240 TC: L/240 ob Marne: BENNET'T1 896 EFZ X -LOC RE7C= SIZER02-D #LC = 33 TC 2x4 LFL #1 & Btr. 1 0- 1-12 1602 3.50" 1.71" BC 2x4 LFL 1(1 & Btr. 2 3 8- 8-12 41- 4- 4 1569 1792. 3.50" 3.50" 1.50" 1.54" WM- 2x4 LFL SIP1IARD ):LATE VATJJES PER ICeO RLSEP1YTI 12I I' #1607. .42 _ BC FUKE AXL EM CSI Lcaaded for 10 PSF na'roa-curierL- Ea - L -TC FCRCE Am BND CSI Mark all interior b:arlrL� locot-irns. 1-2 -2917 .79 12-13 3894 Install interior' St t(s) lzefare erectian. 2-3 -27.6'1 .32 .23 .56 .88 .34 .56 .44 Paonzinen baacing is aa�Lu-d (b1 Glras) to ,g- S� IIIB-91 ani 3-4 4-5 -1768 -1459 .00 .02 .20 .20 .26 .27 .24 it-t--&W= VIN10 1-1995; 10.3.4.5 axl 10.3.4.6. 5-6 -1096 .02 .26 .27 #LC = 33 6-7 -1182 .00 .20 .20 TC Dead 7-8 -937 .00 .36 .36 O.C.Spacing 2- 0- 0 8-9 505 .06 .36 .42 _ BC FUKE AXL EM CSI 10-11 3067 .37 .59 .96 11-12 -3988 .34 .45 .79 12-13 3894 .46 .19 .65 13-14 3674 .44 .19 .63 14-15 3674 .44 .24 .68 15-16 4009 .48 .20 .68 16-17 4009 .48 .07 .54 17-18 4574 .55 .07 .61 18-19 5205 .62 .10 .72 19-20 -634 .02 .19 .21 W2 FaKE CBI leEB FLRCE CSI 2 -ll -1293 .36 6-15 1336 .82 2-12 1503 .57 6-17 -93.0 -56 3-12 -1758 .92 7-17 1052 .65 3-13 1275 .63 7-18 -1397 1.00 4-13 -1034 .63 8-18 1475 .56 4-15 1363 .80 8-19 -1804 .52 5-15 -330 .19 Mm IEFLE)`ITCDT (span) LV7LL IN ME14 10-11 (LIl7E) IF -.14" D= -.15" T-- -.30" MAX rErr>:r•rrCN (cant) • W999 IN110119-20 (=) 1. -.06" I)= -.07" T= -.131, Joint Tocatirns = 1 0- 0- 0 11 8- 8-12 2 7- 6- 0 12 9- 6- 0 3 12- 6- 0 3.3 15- 1-12 4 17- 9- 0 14 15-17- 0 5 23- 9- 0 15 23- 9- 0 6 29- 9- 0 16 31- 7- 0 7 35- 0- 0 17 32- 4- 4 8 40- 0- 0 18 38- 0- 0 9 47- 6- 0 19 41- 4- 4 10 0- 0- 0 20 47- 6- 0 r y:,wy t a, t Kg:t "10 .► . 4445 Northpark Dr., Colo Sprigs, CO 80907 Tp5.0 Version T6.3.5 POSITIVE ANCHORAGE IS REQUIRED AT THE SUPPORTS SPECIFIED. THE ANCHORAGE MUST BE TRACKED TO THE FOUNDATION. IF ANCHORAGE CAN NOT BE PROVIDED AT BRG. , THIS TRUSS MUST BE DESIGNED WITHOUT THAT SUPPORT. Tr r.ss B V : X61 Q0 Fib b cirg i at each lo=,tia7 slv�al. ca sLatzdard tails (T-.02.087001-001). Platirg spec : ANSI/TPI - 1995 THIS LT:SIGI IS TILE WR:Q rIE rP3uUT OF vLun EIE 110=0 USES. BEPRDT; R13:P1R9-aIIS sha n are ltasal CIYt Y a, tl-,-- trLss nute-rial at eadi )zaizrg. DI-ainage ultst be PIM6cb.-1 to Woid p:1-11inJ. 1211-•m ,' FiASM Q9 GRElN T_LT-MER V"J r_2S . 4. + 4 ++++ ++++.f .F -r ++++++ 4 + Dasigrrad for 5.9 K 11- chi load a - lied e jenly al.a g tl e tcp d-ord to tl-y-- di -v d @ ea. b --arch] (Lit -less ii -ted), ca>xnzrettly n:ritlz cl=ad + 0 °> live loacb. D.F. = 1.33 lioriz. reacticn = 5.9 K ].ks. ea. beardrg- O=-a=icn (b; others) nL1St transfer eqAal load to each ply (or acli-cn) sla..41. + + + + + + + + + + + + + + 4. + + + + + + + 7-6-0 15-0-0 5_3.0 6-0-0 6-0-11 _i 5-3-0 5-0-1) 7-6-0 7-6-11 12-6-0 17-9-0 23-9-0 29-9-0 35-11-0 40-0-0 47-6-0 '17-9-0 1'7-0-0 1 17-9-0 I1 -2 3 4 5 6 7 S 9 6-0 _5 00 854 10 1.12 `134 15 8-8-12 6-5-n 8-7-4 8-8-12-8-12 15-1-12 23-9-0 107 18 8-7-4 5-7-1_ 2 32-4-4 38-0-0 Tl'Lis amigo la.teel a4 dra-d blacirg applied lxr tls folloNirg sdleazle: to nlax O.C. fsan TC 24.00" 18- 4- 0 29- 4- 0 Ui%TFr RFAcrICN(S) : Stq xx-- t 2 1 7 313 1b, S1y>xni 3 -1.711b This t-raus is desig-alLsirg the LEC -97 Cble. B.lcdj F1rlos-1 = Yes Tltss Ittatiai = Ixt l'a'rd Zcne Tltn:: _c-,l-e/Ocean I_ i i -le = Db , Exp C ategcry = C B111-4Le< t h = 80.00 ft, Bldg wado" = 50.00 ft m., =-- lxight = 24.61 ft, mph = 80 LIQ Stazlalxl b:rtg?ancv, Dead Lead = 17.0 psf --IC1=IJ CP -5E #1 rFSICN LC11113 ---------------- Dir L.Plf L.Lnc R.Plf R.Loc LWIL TC Var-L 52.00 0- 0- 0 52.00 47- 6- 0 .62 B: Vert 1.4.00 0- 0- 0 14.00 47- 6- 0 .00 .Tyj:e... IIv X.Loc WTL PC Vert 85.0 19- 0- 0 .00 9.8-760Y 19 2( I � 9 r)) 6411 ®� 47-6-0 OVER 3 - p4e),�; 1 2/20®L Scale: 3/32" Truswal Systems Plates are 20 ga. unless shown by " "18 (18 ga.) , = 1' (16 ga.), or I'M" (TWl,IX 20 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. WARNING Read all notes on this sheet and give a copy fff it to the Erecting Contractor. Thu design is for an individual buildhng cmnponetn nut miss system. It has been based un sprsi!icatiuns proeidcd by the componem m:mufacnu-cr andoc d n in accordaa nce with the current versions of TPI and AFP.A de.Sigo Se11ulnrds. No responsibility is :uswned for dimension:,1 accuruy. Dimensions ar t,r be verified by the component treuutCicnuer andhrr buildine desiener prior to fabrication. The building lesigncr maw ascertain chid rho bx'1ds utilized ou this design meet or exceed the loading imposed by the lucid building code :id the pmicubr spplicoiun. Tho design assumes tlmt the top chord is Wer.dly braced by the roof or fluor sheathing and the bottom chord is Lenrdly braced by n rigid shc:nhing mroci it directly au:tcheil, unless otherwise nnraJ. Bracing shown is for bterrd support of components members only u1 reduce buckling length. This component slcdl not be pLtced in ally environment than will enuse the moisture content of the wood to exceed 195'e and .'ur c:tuse connector pLue corrosion. F:tbric,te, h:odle, install :ltd brace this miss in accord:mce with the following standards: 'JOINT' DETAII.S', by'I'roswail, 'ANSI i'IT[ 1', '%VTCA 1' - \[bud Truss Council of America Smiubrd Design Responsibilities, 'IIANDI.INC INSTALLINO AND IIRACINC, NII:I'Al.. 1'LAT17 CONNiCTIJ) WOOD TRUSSES' - (IIIR-91) and 1 -IM -91 SUMMARY SHEET' by TH. The Tntss Plate Instittuc (ITI) is located :u %3 D'Onofrio Llrive, t\•Indison, Wisconsin 53719. 'rhe Amcric:ur 1701va :111,1 Paper Association (ARI'A) is located :d 1111 l9th Street, NM, Ste Si'Ml, Wnshingmn, 1)(20M6. TBF: 138.7 'W:t., ' WO ',•k:nYDV1896 Chk: = .. .,'''ENDEAVOR stainer Name: Dsgnr: JF #LC = 33 TC Live 16.00 psf DurFacs L=1.25 P=1.25 TC Dead 10.00 psf Rep Mbr Bad 1.15 BC Live .00 psf O.C.Spacing 2- 0- 0 BC Dead 7.00 psfDesign Spec DBC -97 _ D�fl Ratio: L/240 TC: L/240 TOT -AL 33.00 psf g ob Name: BENNETT1696 31K; X -LOC REACT SIZE 1 6- B-12 1762 3.50" 2 41- 4- 4 1627 3.50" TC FCRE AXL END CSI a, 1 23 .00 .04 .04 1-2 647 .08 .37 .45 2-3 -866 .00 .37 .37 3-4 -1276 .00 .19 .19 4-5 -1254 .02 .26 .28 5-6 -1254 .02 .26 .28 6-7 -1287 .00 .20 .20 7-8 -1000 .00 .36 .36 8-9 505 -06 .36 .42 BC F= AXL END CSI 10-11 -498 .02 . .24 .26 11-12 494 .04. .24 .28 12-13 1015 .08'i-.36 .44 13-14 1081 .09 .36 .46 14-15 1081 .09 .42 .52 15-16 1087 .10 .42 .52 16-17 1087 .10 .22 .32 17-18 1065 .09 .22 .31 18-19 544 .05 .18 .23 19-20 -371 .02 .19 .21 RE12'D TL 2x4 DFL #1 S Bt-. 1.50" BC 27:4 DFL #1 & Bts . 1.50" vM 2x4 DFL SiPMIM pLAIE VALL>FS PER IB:) jeM4 3-I RLTCRT #1607. Itaded far 1.0 FSF nm-ocarx111e'It DaL. Drait,ge: mast be piv'rided to avoid pa -Au -Ig. Fa✓ rrealmt unseal] 1s 1, (ba' ctlris) to poevet-it ictatirn/tc 117. See IDD -91 alai A19SI/IPI 1-1995; 10.3.4.5 alto 10.3.4.6. } } + } } } + + } + + } + 4. + .1. 1. 4. + + .f + OVEm-1AM(S) M4Y BE SF43Z7ENM UP '10 3" MAX. ! Ovei-i-iarr3 Soffit loading = .0 Pef + + } + } + I. + + -1. + + + + } + + } .1. + + + vn FCRCE CSI WEB FCEK£ CSI 2-11 -1648 .44 6-15 355 .14 2-12 926 .37 6-17 232 .07 3-12 -956 .82 7-17 233 .12 3-13 385 .15 7-18 -722 .62 4-13 295 .11 8-18 764 .30 4-3.5 384 .15 8-19 -1583 .46 5-15 -331 .19 MAX I;EFLEmw (spar) - ly'999 IN MEM 14-15 (LIVE) LF -.3311 D= -.14" T= -.26" NYaX I&1IFxTTCN (cant) • 1{/999 IN P24 10-11 (LIVE) L,= .07" D= .07" T= .14" 47 10/212002 Joint Locations = 1 0- 0- 0 1.1 6- 8-12 2 7- 6- 0 12 9- 6- 0 3 12- 6- 0 13 15- 1-12 4 17- 9- 0 14 15-11- 0 5 23- 9- 0 15 23- 9- 0 6 29- 9- 0 16 31- 7- 0 7 35- 0- 0 17 32- 4- 4 8 40- 0- 0 18 38- 0- 0 9 47- 6- 0 19 41- 4- 4 10 0- 0- 0 20 47- 6- 0 Trus: In; H ®IUD 1': c'sl a ties ci al- eadn to tial s1 a n S, stariiaxdtails (TXO1087001-001) . plaL'ir>3 q) : AMI/TPI - 1995 'THIS Li-fW IS B]E, 07'+IFCSnE RMLT OF rUUTTFLE LC=D CASES. EF_-Rn,r, RL�ENDim sln n are based CNLd cn tha truss material at e-aJi )tel--ia1J. pL�.Uz BASED CN Q2[l-1Q I11'E32R W M3. 7-6-11_15-0-0 S -3 -II 6-040 6-0-0 15 -3 -II 15-I1-0 1 7--6-0 7-6-0 12-6-1) 17-9-0 23-9-0 29-9-0 35-0-0 40-0-0 47-6-0 17-940 12-0-I1 I 17-9-0 I 2 3 4 5 6 7 f-0 0 -6 00 1-1>4) 85#� �a 7hi.s Lgl, >�as<d ta s taacia-g aLVIie3 Ixr toe folla vi Fzlzxlhle: max o.ca. flan to TC 24.00" 18- 4- 0 29- 4- 0 UPIIFr Rl-AMCN(S) t.gpgl- 1 -1.42 lb 511: t 2 -129 lb Ibis LIUSS is desi9'ad using the i13c-97 Ch:b. 13:LcLj L1Lla_a3 = yes 'Iitilss I-ccati.a- = I:bt 13-0 Zale RIL17i,CM-12/O:eM-1 Iii -le = ND ENP Categary = C BicLj L .l]a = 80.00 ft, Bl 3 Width = 50.00 ft MF -ail Y, I> TO -L = 24.61 ft, mph = 80 LE)c Stai��m-d cccupamy, Lead Lcad = 17.0 pef --LnaD Cr.S'G ill DEST(3J LOADS ---------------- Dir L.Pl.f L.Loc R. P.1 R.I= LWIL TC Vert 52.00 - 1- 0- 0 52.00 0- 0- 0 .62 'IC Ve[t 52.00 0- 0- 0 52.00 47- 6- 0 .62 pC Veit 1.4.00 0- 0- 0 1.4.00 47- 6- 0 .00 AIJ:e... ]la; X.LCC ILVIM BC Vert 85.0 19- 0- 0 .00 9-8-7 51111' e ,\ 0-4-3-!r'1 �� :1-11 GCy~ rSz 10 11 12 134 15 1117 Is 19 20 = �•-- 6_8_12� 9-j_p 9 6-11 6-g-12 IS -1-12 23-9-I1 32-4-4 38-0-0 47-6-0 ft 47 10/212002 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) , "MX"(TWMX 20 per Joint Report. Scale: 3/32"�® ga.), or ga.), positioned Circled plates and false fj:2 meiD.lates are osit.ioned as shown above. T 13 VVARIVIIVG Read rr!l notes on tlli.c sheet rffrd �iPe a colo' of it to t/:c l3rectin; ('urltrnctor. Y6 96 # Cu omerENDVa Customer Name: This design is fur mi individual building component 1101 sous s)'slem. It has bean b:lscd un speciliauions provided b) the cumpone n utiuutiaciurer and done in accordance with the current vtrsious uf'l'PI and ANPA de.,ien .ccuhdards. No respun,ibility is assumed For dimensional awwmey. IaimCnsious are robe Dsgn fabriuition. Tile hll1ldlllg deSlLller 1111151 aSCallarml il:rl Ills �ILIdS llldl'Led UII IhLS a��' _ ENDEAVOR pg��yE BLU SAR FG Verifitd by the component tiwnufaciorer wiWor building designer prior to local building the application. The design as,umes 1h:a the top chord is Luenlly TC Live .b6- paf DurFaea L=1.25 P=1.25 ■' B design meet or exceed the herding imposed by the code and p.'ticular braced by the roof or floor sheathing :uhJ the bourn chord is Laer:Jly brv,ceJ by a rigid xhcathing muarisl ilirecd)• atchchtJ, uulcss orhetwist owed. TC Dead 10. pef Rep Mbr Bnd 1.15 /� LLCMincing shown is for Lnrerhl support of components nhend,crs only to reduce budding IerUlh. '['his component slhall not be placed in any environment IIh.9t handle., instill sod brace this Miss in O. C.Spacing 2- 0- 0 TRLM\IAI, SYSTEMS will cause the moisture content of the wood to exceed 195} :md.+or muse connector pLoe corrosion. Fabric:oe, BC Live acairdanrz with the following slvtdards: 701N'I' DGI'AILS', by'('ruswal, ':1NS1/1'I'I l', '\\'TCA 1' • \Vood Truss Council of :America Stand,rd Design '11111-91 BC Dead .00 pof 7.00 pef Design Spec UBC -97 4445 NomhparL Dr., Colo Springs, CO 80907 Responsibilities, 'IiANDLINU INSTALLING AND 13RACING METAL I'l.-ATE CONNECTED WOOD TRUSSES' - 11118-91) and FoNst Da -fl ratio- L/240 TC: 1/240 SUMMARY SHEET' by TPI. The Tnhss PLna Institute (Till) is !oc:ded at 583 D'Onufriu Drive, Madison, Wisconsin 53719. The Americom :uhJ TOTAL 33.00 psf gpS. 0 Version T6.3. S Paper Assocki ioln (AFPA) is located ai 1111 1911, Street, NW, Ste >;Ikl, W:rsbingtnn, W'20036. WE FCRCE CSI WB`; Fmcs CSI 77=6-0 5-0-0 S -3 -II 6-0-0 6-I1-0 5 -3 -II 5-11-0 7-6-0 2-11 -1790 .61 .6-15. 404 .15 2-12 662 .26 i'6-17.5 222 .08 7-6-0 12-6-0 I7 -t9-0 23-9-(I 29-1-0 35-0-(I 40-(1-0 a7-6-11 3-12 -636 .54 ''7-17' 251 .11 17-y_0 12-11-0 t 17 -9 -II 1 3-13 204 .10 27-18'`-752 .64 I-� --7 . 3 t; j 6 7 $ 4-13 297 09 8-18'+ 794 .32 4-15 303 .12 :8-19.-1627 .47 5-15 -332 .19 ' r6,00 -5.00, MAX rEFRIEMTM (s 115-6 _ _ 2,i 4- _ 6 14/999 IN MEM 14- (LIVE) -p LF -.13" D= - 14" T`- -.28" T wX rEgL=CN (calt)�': I 4-4 4-4 L/999 IN FEM 19-20 (LIVE) LF .05" 11= OS" . 7`= .11" 9-2-11 5-7 5-6 9-8- s11n 1 0- 0- 0 11 5- 3-12 2 7- 6- 0 12 9- 6 0 4.4 I- 11 3 12- 6- 0 13 15- 1-12 = 4 4 111 'r./ • ` ' ' -T' 4 17- 9- 0 14 15-11- 0 3-4 1-4 3-8 S='1- 3-4 0-4-3 r r Sgo2 77 5 23- 9- 0 15 23- 9- 0 0-4-3 2. -4 5=3-6 9- 2.54 _ 1 P• a. Ct. 6 29- 9- 0 16 31- 7- 0 7 35- 0- 0 17 32- 4- 4 5-2-0 1 q -Il -1 6 -II -II ^p ; 2/,110; 8 40- 0- 0 18 38- 0- 0 947- 6- 0 19 41- 4- 4 85 10 0- 0- 0 20 47- 6- 0 C f( 47.6.0OF dTr n„. 10 11 12 134 15 1117 18 5-3-12� )-III_0� 8-7-4 8-7-4 5_7 23-9-1)-9-1) -1 1? _ l A _�,�� 5-3-12 15-1-12 32-4-4 38-0-0 7 6 Nan, 10/212002 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), �rA/� Scale: 3/32" = 1' "H11(16 ga.), or "MX"(Tl*lX 20 ga.), positioned per Joint Report. •��� Circled 2latesand false frame fates are 3ositioned as 6I]ON71 above. WARNING Rend a!! (fates on this sheet and QY Give n co/�v 11 f it to the EreCtlil, Cimitractor. TBF: 139.3 �3=4 # WO: E�IDV1696 This design is for an individtcd building component out ons, symcn,. n Icts been based on spccilwiuns provided by the cnmpournl utanufacnmer:md dune Clilc; Customer Name: in accordance with the current versionsof'1 H and Al-l'A dcsirn stantLtrds. No responsibiliqk assumed for dimensiolid aa:wn.y. Uimcnsi,ms :tie m be Dsgilr: JF 29 ENDEAVOR P113mcing verified by the cotnpm,eN In•,nufa.lurcr :mdlur building deli+�ucr prior to labricuion. The building dc.iener mull asceilain ill -it the bads wili'trd nn dlis - BLU SAR r Vdesign meet or exceed the loading imposed by the loc:d building cud.:md flit p:,dcobr itlykaiion. T'hc design n,sumes Ihat the top chord i. I.trel:dl)' TC Live 16.00 psf DurFaes L=1.25 P=1.25 LLC btaced by die roof or floor sheathing and the bouum chord is Inlcrtlly braced by it rigid sheathing im grid di reeky auached• unless otherwise noted. TC Dead 10.00 psf Rep Mbr Bnd 1.15 shown is for Weml suppon of components mentbcns only to reduce buckling length. Thi, eoniponem sled) nm be pLtced in any cnvironu,ent than will cause die moisnim coned, of ,he wood it; exceed 1945 and;ur rause connector pL•de corrosion. p.,bricste, h:n,dlc, install and bnre this truss ill BC Live .00 psf O.C. Spacing 2- 0- 0 •TRUSWAL SYSTEMS accordance with the (ollnwiug sand:ends: 'JOINT DI."fAll..3', by 1lvs,v:,l, 'AN3V'I'PI I', 'N`"fl'A I' - \Vuud'1}uss Conticil of Alllericii 31:md:n'd Design 4445 Northpark Dr., Colo Springs, CO 80907 � BC Dead 7.00 psf Design Spec UBC -97 Responsibilities, 'HANDLING INSTALLING AND 131,ACING Mb: l'AL H -ATE CONNEC11:1) \\ f,UD T kHS-SGS' - (11111-91) :uul '11111-91 SUNIMARY SHEET' by TPl. "fhc'rros, I'l:ue Institute ("1'1'11 is located at 5x3 D'Otwfrio Drive, Madison, Wisconsin 53719. The Amcticuu Forest and Daft Ratio: Lt/240 TL' L/290 �p5.0 Version T6.3.5 Paper AssaCtition (Arl).a) is loaded ai I I I l lmh Su'ett, N\r', ser siNl, \\'shinga,n, Di' 21kt;f. TOTAL 33.00 psf Trus;;, ID H3 Qty: 3 �ilRJ�: G�►�J►LL o ��d � ]ob Name: BEAl1�1ETT1896 Lzasa9 al did t]CaGll'.j a lied Pd X -IOC RE4GT SIS REVD 7C 2x4 LIEL 111 & Btr. Sd1� in-<cillg ilczl at eadl l ti.01 slams . Sze atslaLsc3�c L -i3.d ( end-i37oG1-0o1} . per jj_ Co�� per t] s folly 4rr� sd aclile. to 1 5- 3-12 1693 3.50" 1.50" BC 2),,4 EFL nl & 13LZ 2x4 EFL S1PN�RD ply' s : pNSI/TPI - 1995 w 1 CM max o.c. - 4- 24.00" 18- 4- 0 29- 4- 0 2 41- 4- 4 1669 3.50" 1.50" PiEB PLATE VALLES PER ICM I�,I:N FQ-aZr #1607. T11IS LFSIf3V LS TIE CCTff{5] IE RESULT OF UPIITT REl1CPICN(S) TC F= AXI, EM CSI Ix+de] f� 10 PSF I]1l-art uzl It I3rSL. P'ALTIPLE l.CPD CASES. BFt'RIIS3 RE%UIRET">E1'1IS sl'nn are based aIIY S\ygvli: 1 -136 lb lb CE, 1 23 .00 .04 .04 Uge nest be ln'wi.ded to avoid peridi.rg- - na P t 1raculy is ea (by ctlra3) to al ell tr,ass nratec�,1 at S,>lpalt 2 -135 71 -lis w-iss is dasigl�sl using the 1-2 602 .08 .34 .42 -i -e l'Cta Wtcppling. Sea HTB -91 ala ER AUM3.cJ. PLATII173 EASTD CN CRELN LID�R VPiJ UlC-97 Orli. 2-3 3-4 -1196 -1443 .01 .34 .35 p1.-_✓r3lt AkEI/'IPI 1-1995; 10.3.4.5 and 10.3.4.6. F 1.c1J 6Llwai = Yes 4-5 -1340 .00 .02 .20 .26 .20 .28 +++++++++++++++i-++++++ TO 3" hirIX. ! 'IYusslcx.aL-ial=tbtF7>d2a',e IbE:p Cbtegtsy = C 5-6 -1340 .02 .26 .28 OJERIII.I WS) MAY BE SRMTEL'M UP Overhang Soffit loading = 0 PSf 11,l7.Zca)e/coestil ISI,e = Bldg Lel tl, = 80.00 ft, Bldj: Width = 50.00 ft 6-7 7-8 -1345 -1034 .00 .00 .20 .36( .20 .36 + + + + + + + + + + -r + + + + + + + + + + + P:k;n roo-I>zsght = 24.61 ft, not = 80 17.0 8-9 509 .36 .42 Lor- Sian.Lai:d Ctezga� e)', Dead Lead = psf .06 ---LCAD X93 Pl LESICN IDAJDS ---------------- ----Dir UAL BC 10-11 F132CE -456 AXE, EM CSI L.P.I.f L.Ir-c R.Plf R.Lc= TC Vet:t 52.00 - 1- 0- 0 52.00 0- 0- 0 .62 11-12 12-13 766 1215 .00 .05 .21 .16 .21 .21 TC Vert 52.00 0- 0- 0 52.00 47- 6- 0 .62 BC Vert 14.00 0- 0- 0 IA. 00 47- 6- 0 .00 13-14 14-15 1196 U96 .11 .11 U .36 .36 .43 .46 .47 .54 Ape... un. X.Loc LLvITL Bic Vett 85.0 19- 0- 0 .00 15-16 1144 .10 .43 .53 16-17 13.44 .10 .22 .33 17-18 1109 .09 .22 .32 18-19 559 .05 -18 .23 19-20 -371 .02 .19 .21 WE FCRCE CSI WB`; Fmcs CSI 77=6-0 5-0-0 S -3 -II 6-0-0 6-I1-0 5 -3 -II 5-11-0 7-6-0 2-11 -1790 .61 .6-15. 404 .15 2-12 662 .26 i'6-17.5 222 .08 7-6-0 12-6-0 I7 -t9-0 23-9-(I 29-1-0 35-0-(I 40-(1-0 a7-6-11 3-12 -636 .54 ''7-17' 251 .11 17-y_0 12-11-0 t 17 -9 -II 1 3-13 204 .10 27-18'`-752 .64 I-� --7 . 3 t; j 6 7 $ 4-13 297 09 8-18'+ 794 .32 4-15 303 .12 :8-19.-1627 .47 5-15 -332 .19 ' r6,00 -5.00, MAX rEFRIEMTM (s 115-6 _ _ 2,i 4- _ 6 14/999 IN MEM 14- (LIVE) -p LF -.13" D= - 14" T`- -.28" T wX rEgL=CN (calt)�': I 4-4 4-4 L/999 IN FEM 19-20 (LIVE) LF .05" 11= OS" . 7`= .11" 9-2-11 5-7 5-6 9-8- s11n 1 0- 0- 0 11 5- 3-12 2 7- 6- 0 12 9- 6 0 4.4 I- 11 3 12- 6- 0 13 15- 1-12 = 4 4 111 'r./ • ` ' ' -T' 4 17- 9- 0 14 15-11- 0 3-4 1-4 3-8 S='1- 3-4 0-4-3 r r Sgo2 77 5 23- 9- 0 15 23- 9- 0 0-4-3 2. -4 5=3-6 9- 2.54 _ 1 P• a. Ct. 6 29- 9- 0 16 31- 7- 0 7 35- 0- 0 17 32- 4- 4 5-2-0 1 q -Il -1 6 -II -II ^p ; 2/,110; 8 40- 0- 0 18 38- 0- 0 947- 6- 0 19 41- 4- 4 85 10 0- 0- 0 20 47- 6- 0 C f( 47.6.0OF dTr n„. 10 11 12 134 15 1117 18 5-3-12� )-III_0� 8-7-4 8-7-4 5_7 23-9-1)-9-1) -1 1? _ l A _�,�� 5-3-12 15-1-12 32-4-4 38-0-0 7 6 Nan, 10/212002 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), �rA/� Scale: 3/32" = 1' "H11(16 ga.), or "MX"(Tl*lX 20 ga.), positioned per Joint Report. •��� Circled 2latesand false frame fates are 3ositioned as 6I]ON71 above. WARNING Rend a!! (fates on this sheet and QY Give n co/�v 11 f it to the EreCtlil, Cimitractor. TBF: 139.3 �3=4 # WO: E�IDV1696 This design is for an individtcd building component out ons, symcn,. n Icts been based on spccilwiuns provided by the cnmpournl utanufacnmer:md dune Clilc; Customer Name: in accordance with the current versionsof'1 H and Al-l'A dcsirn stantLtrds. No responsibiliqk assumed for dimensiolid aa:wn.y. Uimcnsi,ms :tie m be Dsgilr: JF 29 ENDEAVOR P113mcing verified by the cotnpm,eN In•,nufa.lurcr :mdlur building deli+�ucr prior to labricuion. The building dc.iener mull asceilain ill -it the bads wili'trd nn dlis - BLU SAR r Vdesign meet or exceed the loading imposed by the loc:d building cud.:md flit p:,dcobr itlykaiion. T'hc design n,sumes Ihat the top chord i. I.trel:dl)' TC Live 16.00 psf DurFaes L=1.25 P=1.25 LLC btaced by die roof or floor sheathing and the bouum chord is Inlcrtlly braced by it rigid sheathing im grid di reeky auached• unless otherwise noted. TC Dead 10.00 psf Rep Mbr Bnd 1.15 shown is for Weml suppon of components mentbcns only to reduce buckling length. Thi, eoniponem sled) nm be pLtced in any cnvironu,ent than will cause die moisnim coned, of ,he wood it; exceed 1945 and;ur rause connector pL•de corrosion. p.,bricste, h:n,dlc, install and bnre this truss ill BC Live .00 psf O.C. Spacing 2- 0- 0 •TRUSWAL SYSTEMS accordance with the (ollnwiug sand:ends: 'JOINT DI."fAll..3', by 1lvs,v:,l, 'AN3V'I'PI I', 'N`"fl'A I' - \Vuud'1}uss Conticil of Alllericii 31:md:n'd Design 4445 Northpark Dr., Colo Springs, CO 80907 � BC Dead 7.00 psf Design Spec UBC -97 Responsibilities, 'HANDLING INSTALLING AND 131,ACING Mb: l'AL H -ATE CONNEC11:1) \\ f,UD T kHS-SGS' - (11111-91) :uul '11111-91 SUNIMARY SHEET' by TPl. "fhc'rros, I'l:ue Institute ("1'1'11 is located at 5x3 D'Otwfrio Drive, Madison, Wisconsin 53719. The Amcticuu Forest and Daft Ratio: Lt/240 TL' L/290 �p5.0 Version T6.3.5 Paper AssaCtition (Arl).a) is loaded ai I I I l lmh Su'ett, N\r', ser siNl, \\'shinga,n, Di' 21kt;f. TOTAL 33.00 psf MAX IEFI=CN (Spart) • L/999 ICT t-01 14-15 (LIVE) LF -13" D= -.1.3" T= -.26" MX MFTFL"t'rCN (cant) • L/978 IN MEM 10-U (LRE) LF .09" D= .1011 T__ .19" Joint Lx2tiorls - 1 0- 0- 0 11 7- 3-15 2 7- 6- 0 12 9- 6- 0 3 12- 6- 0 13 15- 1-12 4 17- 9- 0 14 15-11- 0 5 23- 9- 0 15 23- 9- 0 6 29- 9- 0 16 31- 7- 0 7 35- 0- 0 17 32- 4- 4 8 40- 0- 0 18 38- 0- 0 9 47- 6- 0 19 41- 4- 4 10 0- 0- 0 20 47- 6- 0 `.: BOLUSARRMIM LLC, TRUIMIAL SYSTEMS 4445 Northpark Dr., Colo Spnngs, CO 80907 i7p5.0 Version'T6:3.5 Mgt 10 11 '1.2 134 15 7-3-15� 7_9--73 { 54-4 7-3-15 15-1-12 23141 'flus cja=3 .cya L�-lsea on dlcnrl beac:irg applied l:er tl foua,2ng sd E'Ide: Ilea:< O.C. fi.-an to TC. _24.00" 18- 4- 0 29- 4- 0 a1jAFT RFAMCLd(S) SZyYxtit 1 -144 ]b Sigl�,a-t 2 -7.27 )b '1111s 17]:1t5$ is CleS4153 115i.rg the 1130-97 etch. Bldg [1'eloced = Yes Truss Lnaatial = N:t 1121 7 - I-j1L"rlCane/C,_,a 1 Lij-,e = No, Catexry = C Blc1g LEI -110-1= 80_o0,ft6 Bldg Ili d31 = 80.00 ft Ctan i �r 1 eight - Lic Stalzlard O-szyaa'ry, Did Lr ad = 17.0 psf ---LC1AD CoS6 Ili LESICV LC1ADf' ---------------- D.ir L. PIE L.Lcc R.Plf R.Loc LWIL TC Vrrt 52.00 - 1- 0- 0 52.00 0- 0- 0 .62 'IL-' Vel.t 52.00 0- 0- 0 52.00 47- 6- 0 .62 1A. Vett 14.00 0- 0- 0 14.00 47- 6- 0 .00 lin X.Lcc Lifl'f, LC Vert 85.0 19- 0- 0 .00 1 9-5-7 -4 zr=0 4-3 SHIPrLS ti ltt;l .. on2 it IV 15 19 20 8-7-4 5-7-12 1_6-(1_, 32-4-4 38-040 47-6-0 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), � kq 1®12/2®®2 Scale: 3/32" = 1' "H"(16 ga.), or "MX"(TWMX 20 qa.), Positioned per Joint Report. •%..,,- Circled Tates and false fram laces are positioned as shown above. TBF: 1118.7�I'T Trths IF;-. H4 OEV: job Name: BENNETTI 896 Cllsttaner xame: This design is for all individtud building cump"uclu 1101 crus" st icm. It III been b used on specificalious provided by the component nuuuGtcntrer and done fur dimensional accw:my. Dimcna n. uv io be �; f Y: ! SIZE RET)'D TC 2x4 EFL ##1 & Itrr. cri Web Inaci�xg rc da at each 7001-001 sln3i. its (Il0].08700].-001) . )$X, 1 X -LDC 7- 3-15 REACT 1793 3.50" 1.54" BC 2x4 EFL #!_l. & Btr. See starljdaLzl Plati,Yg Spa Pi1SI/TPI - 1995 2 41- 4- 4 1610.5.3.50" 1.50" 4EB 2x4 EFL SLYII�RD R13E= #1607. TI -ITS L&SIa`T IS TTS ca-a-CSI'Ifr R23311= OF will cause. the moisture content of the wood t. exceed 19,0 and/or c:uisc connecow plate corrosion. accortLince with the following standards: 'JOIN"I' DETAILS', bY Troswal, 'AN'SVITI 1', '\1 TCA I' -Wood Taus Council of America Stand: rd Design '11111-91 BC Dead 7.00 psf ]3ID CSI PLATE VATI.ES PM REsFAIKE Lixded for 10 FSF nai-cr'nnlelt naL. N9]LT[PLE IL]D CASES. RE�xT] U'US &-Icon are basad ONLY TC Cllr 1 FC%S£ 23 .00 .04 .00t .04 T)rairt� oust Lne pzaddacl to av id pa'rlirg. ,lad (by ctlyls) to J�RTN3 . a1 rJL tTllss material at each Tearing. 1-2 659 .08 .-.38' .46 Peinianatt lmacing is Vegl, aryl I3.ATICT; B l)7 CTI 32EIII I7J78FR VPTi&S. 2-3 -729 .00, .38 .38 pxrvr3 t rotat-L&Vtgcpluzq • d 3 .3.4.6 PNSI I 1-1.995; 10.3.4.5 ata 10.3.4.6. 3-4 4-5 -1208 -1219 .00....19 .02".26 .19 .28 +++++++++++++++++++i 4- CYdEMpM(S) MAY BE SH2RIFNNED UOP'Ip 3" Mk .! 5-6 6-7 -1219 -1264 .02 .26 .00 .20 .28 .20 o��d',_g Soffit loading = 7-8 -986 .00 .36 .36 +++++++++++++++++++++ 8-9 505 -06 -36 .42 BC FAKE AXL BM CSI 10-11 -508 .02 .31 .33 11-12 486 .04 .31 .35 12-13 933 .07 '.36 .43 13-14 1034 .09 .36 .45 14-15 1034 .09 .42 .51 15-16 1064 .09, .42 .52 16-17 1064 .09 .22 .32 17-18 1047 .08 .22 .31 18-19 537 .05 .18 .23 19-20 -371 .02 .19 .21 �En FLI3£ GSI VEB FPM CSI 7-6-o 5-04) 5-3-0 6_0-0 6.04) 5-3-0 5-0-0 7-6-0 2-11 -1617 .41 6-15 334 .13 - 7-6-0 17 )-(1 23-9-0 29-9-0 35-0-0 40-04)47-6-0 2-12 3-12 1046 -1105 .41 6-17 7-17 236 .08 226 .12 .12-6-0 17-241.-1 12 -11 -II 17-4-O 3-13 476 .94 .19 7-18 -710 .61 t 234 5 6 7 5 9 4-13 299 .17 8-18 751 .29 4-15 421 .16 8-19 -1565 .45 F6.11 -6.00 5-15 -331 .19 MAX IEFI=CN (Spart) • L/999 ICT t-01 14-15 (LIVE) LF -13" D= -.1.3" T= -.26" MX MFTFL"t'rCN (cant) • L/978 IN MEM 10-U (LRE) LF .09" D= .1011 T__ .19" Joint Lx2tiorls - 1 0- 0- 0 11 7- 3-15 2 7- 6- 0 12 9- 6- 0 3 12- 6- 0 13 15- 1-12 4 17- 9- 0 14 15-11- 0 5 23- 9- 0 15 23- 9- 0 6 29- 9- 0 16 31- 7- 0 7 35- 0- 0 17 32- 4- 4 8 40- 0- 0 18 38- 0- 0 9 47- 6- 0 19 41- 4- 4 10 0- 0- 0 20 47- 6- 0 `.: BOLUSARRMIM LLC, TRUIMIAL SYSTEMS 4445 Northpark Dr., Colo Spnngs, CO 80907 i7p5.0 Version'T6:3.5 Mgt 10 11 '1.2 134 15 7-3-15� 7_9--73 { 54-4 7-3-15 15-1-12 23141 'flus cja=3 .cya L�-lsea on dlcnrl beac:irg applied l:er tl foua,2ng sd E'Ide: Ilea:< O.C. fi.-an to TC. _24.00" 18- 4- 0 29- 4- 0 a1jAFT RFAMCLd(S) SZyYxtit 1 -144 ]b Sigl�,a-t 2 -7.27 )b '1111s 17]:1t5$ is CleS4153 115i.rg the 1130-97 etch. Bldg [1'eloced = Yes Truss Lnaatial = N:t 1121 7 - I-j1L"rlCane/C,_,a 1 Lij-,e = No, Catexry = C Blc1g LEI -110-1= 80_o0,ft6 Bldg Ili d31 = 80.00 ft Ctan i �r 1 eight - Lic Stalzlard O-szyaa'ry, Did Lr ad = 17.0 psf ---LC1AD CoS6 Ili LESICV LC1ADf' ---------------- D.ir L. PIE L.Lcc R.Plf R.Loc LWIL TC Vrrt 52.00 - 1- 0- 0 52.00 0- 0- 0 .62 'IL-' Vel.t 52.00 0- 0- 0 52.00 47- 6- 0 .62 1A. Vett 14.00 0- 0- 0 14.00 47- 6- 0 .00 lin X.Lcc Lifl'f, LC Vert 85.0 19- 0- 0 .00 1 9-5-7 -4 zr=0 4-3 SHIPrLS ti ltt;l .. on2 it IV 15 19 20 8-7-4 5-7-12 1_6-(1_, 32-4-4 38-040 47-6-0 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), � kq 1®12/2®®2 Scale: 3/32" = 1' "H"(16 ga.), or "MX"(TWMX 20 qa.), Positioned per Joint Report. •%..,,- Circled Tates and false fram laces are positioned as shown above. TBF: 1118.7�I'T ENDV1896 'HRR IING Bend all notes on this sheet and Give a cops, of it to the Erecting Contractor. a Cllsttaner xame: This design is for all individtud building cump"uclu 1101 crus" st icm. It III been b used on specificalious provided by the component nuuuGtcntrer and done fur dimensional accw:my. Dimcna n. uv io be �; f Y: ! trEM OR in accordance with the current versions of'f'PI :"ul APPA design aicmlCnds. No I�aponsibiliry u..:usumeJ The building designer Must aseertaltl llLd the heads 1111I1Lcd oil Ihla Dagnr: JF #L& -k 29 _ 4 verif ted by the component 111allufaclorel- and/or building designer prior' to fabrication. and the application. 'rhe design assumes that rhe top chord is Wer.db' TC Live 16.00 psf D -r7l's s L=1.25 P=1.25 design meet or exceed the loading unposed by the local building code pariaular braced by the roof ur fluor sheathing and dee botwol chord i, lalerdly to -aced by a rigid sllnmbing Inter al Jil'etlly am;ched, unless othcnvise noted. TC Dead 10.00 paf •' Rep I,br Bnd 1.15 Bracing shown is for Literal support of couponeurs members only w reduce buckling length. This component shall not be pLiced in any cli ironment Ihat Fabricate, handle, insmil and brace this u'uss in BC Live .00 psf O.C. Spacing 2- 0- 0 will cause. the moisture content of the wood t. exceed 19,0 and/or c:uisc connecow plate corrosion. accortLince with the following standards: 'JOIN"I' DETAILS', bY Troswal, 'AN'SVITI 1', '\1 TCA I' -Wood Taus Council of America Stand: rd Design '11111-91 BC Dead 7.00 psf Design Spec UBC -97 Responsibilities, 'HANDI-ING INs,rAL.LINO AND BRACING .METAL PJ.A'I'1"s CONNL'CTLD WOOD TW USES' - 0110-91) ratd Forest d - Daft Ratio' L/240 TL L/290 SUMMARY SHUT' by'ITI. The 1'rttss 1'kuc Imstinue ("I'I'I) is located :d 5S3 D'Onofrio Drive, N•ladison, \Niscunsin 53719. The Aunericau .1.11dTOTAL 33.00 psf Paper Association (APPA) is located at Ml l l 19th Street, N'W 11e WO, WItshingiNl, OL2tb)36. ob dame: BENNE7i1896 3M X -LOC REACT SITE 1 0- 1-12 512 3.50" 2 15- 1-12 1546 '3.50" 3 41- 4- 4 1308 3.50" TC FCRCE AM HID;; CSI 1-2 -546 .00 J.34.34 34 2-3 -376 .00 y 3-4 201 .02:21 4-5 -602 .00" .26 5-6 -602 .00� .26 6-7 -849 .00.'.20 7-8 -741 .00 .36 8-9 506 .061 .42 RE32'D TC 2x4 1%L fil & Btr. 1.50 BC 2x4 EFL 111 & Btr. 1.50" VIEB 2x4 IT -L STA]f RD 1.50" FLAT$ VATSES I3:R ICBG REqg*�71 RI=- ,#1607. T oaci-�i far 10 FSF rrnr cay' Lm e tt ESL. D a jc all interior bearin locatia>_s. Install interior _ippat�si�i (by ct_recis) to P.xill ttert hacing rx�u b t-- rot�itian/tCW= Sx IIID -91 ark MI/'PPI 1-1995; 10.3.4.5 aryl 10.3.4.6. BC HIKE AM. HID "I In�cu rr� fir 1 at eaci't lxatiat slr� at. 10-11 427 .03 ,22 .25 THIS LIGT IS E CLI+ff-11RESULT OF LSTH 11-12 -146 .00'. ,?.33 , .34 tl-e truss material at eadt Lear�rrl. ILairr le 1111-t- Ix provicka to avoid pery iit3. 12-13 210 .01 .33 .35 TC Live 13-14 23.0 .01 .43 .44 LLQIhacing 14-3.5 657 .06 .43 .49 will cause the moisture content of the wood to exceed 19% :,nd/ur cause connector pLue corrosion. I :tbriute, h.mdle, install and br.,ee this taus in 15-16 657 .06 .22 .28 BC Dead 16-17 731 .06 .22 .28 -' 17-18 449 .04 .19 .23 Paper Association (AFI'A) is locoed at l l I 1 1901 Street, NW, Sic W), W:uhinewn,DC 2(1(136. 18-19 -371 .02 .19 .21 L111 FMCS CSI WEB FiRCE CSI 2-11 -327 .11 6-14 -117 .10 3-11 447 .18 6-16 260 .08 3-12 -508 .42 7-16 -177 .14 4-12 -971 .59 7-17 -492 .42 4-14 717 .27 8-17 530 .22 5-14 -327 .19 8-18 -1247 .34 MAX rFFUM(N (sem) IV999 IN MEM 13-14 (=) JF -.11" D= -.12" T`- -.23" MzkX TFFr>:r'F'1CN (oat&) • 14/999 IN MEM 18-19 (LIVE) LF -.04" D= -.04" P= -.08" Joint Loratirns = 1 0- 0- 0 1-1 9- 6- 0 2 7- 6- 0 12 35- 1-12 3 12- 6- 0 13 15-31- 0 4 17- 9- 0 14 23- 9- 0 5 23- 9- 0 15 31- 7- 0 6 29- 9- 0 16 32- 4- 4 7 35- 0- 0 17 38- 0- 0 8 40- 0- 0 18 41- 4- 4 9 47- 6- 0 19 47- 6- 0 10 0- 0- 0 .t.^ Tris IDs 1415 uty: 1. In�cu rr� fir 1 at eaci't lxatiat slr� at. Tl u5 c�;i t Imase-x1 r -n d -,u -d Ltraoinj applied die folla,2trj s=3ieci.11e: Sea staleslard ils (T%01087001-001.) . Platil-g 61>zc ' ANSIMI - 1995 mac o.C. flan to 712 24.00" 18- 4- 0 29- 4- 0 THIS LIGT IS E CLI+ff-11RESULT OF LSTH Ulot IFI' RE:4CPICN(S) - ptLTIPLE LOAD alSFS. MIRIM RB: AXTSTMM sham are basad CNLY ayVm-t 1 -93 3.b 4� St xnt 2 -].24 113on tl-e truss material at eadt Lear�rrl. ILairr le 1111-t- Ix provicka to avoid pery iit3. lll-port 3 -107 71) T:ltis buss is aa-sigred usiard the pj_'a- I'l; BASLD CIJ MMI uj�Em vAILE3. LEC- 97 UD:h . TC Live B3.dJ E1z:).c>3el = Yes braced by the roof or floor sheathing and the bottom chard is Lner:dly braced by a rigid sheathing tn,tacll dirccdy :uctched, unless otherwise noted. truss l-ozatiaz = Not ad 7rs>z LLQIhacing H.n-ri.csote/ozeart Lire = No F!xP Catajm'y = C B1 ij I � , d, = 80.00 ft, Bl&j Widb = 50.00 ft I%l?-an rwL I�_ght = 24.61 ft, nos = 80 LEC Stal d OzcLlpat>ry, L1=ac1 Icxl = 17.0 psf will cause the moisture content of the wood to exceed 19% :,nd/ur cause connector pLue corrosion. I :tbriute, h.mdle, install and br.,ee this taus in ---IDAD CPbti #1 EE31(24 MADE ----------- TRUSWAL SySPEMS Dir L. PH L.Loc R.Plf R.Loc BC Dead TC vert 52.00 0- 0- 0 52.00 47- 6- 0 Responsibilities, 'FIANDLING INS'T'ALLING AND I11:ACINU t\•I L"•'fAL, I'I.:\TE i:Oi\ - TI7 \1'O•:)D '1'1:11SSI'i5- - (1118 )I) :,nd '11111-91 FV" vert 3.4.00 0- 0- 0 14.00 47- 6- 0 LLfIL -' .'I\pe . 11:s X.Loc BC Vert 85.0 19- 0- 0 .00 7_6-0 5-0-0 -3-11 6-0-0 6-0-11 5-3-1) 5-0-0._� 7-6-1) 7-6-0 12-6-0 17-9-0 23-9-0 29-9-0 35-0-0 40-0-0 47-6-0 17 911 17-9-1) 1 2 3 4 5 '6 76. 00 8 91 6.00 1 -NP 854 10 11 133 14 9-6-0 1 5_7_12 1 8-7-4 9-6-0 I5-1-12 23-9-0 196 17 8-7-4 5-7-12 32-4-4 38-0-0 Truswal Systems Plates are 20 ga. unless shown by 1118"(18 ga.), "H"(16 ga.), or "MX"(TWMX 20 ga.), positioned per Joint Report. ri" as „tat -_Pc and false frame u].ates are positioned as shown a SHIP -TSF: WARNING Read notes on this sheet turd dive a copy of it to file Et-ectin; Contractor. 136:' till This design is for an btdividtud building cumpuncnl not truss ,y- 1c,". h 11:6 been based un spceilicatiuns provided by the eumpuuem m:mufacturer:nil dune dimcnsiowd Dimen,ious :n'e to be l__ o. �� Exp. G� 592 12!31%02 18 19 47-- 46-(1 ® �1 OVER 3rR S .: 62 .00 10/2/2002 &w Scale: 3/32" = 1' :WO: MV1896 s t! _*PW Name: #LC'�ENllEAVOR 110. 00 psf DuYFacs L=1.25 P=1.25 00 psf Rep Mbr Bnd 1.15 00 psf O.C.Spacing 2- 0- 0 00 paf Design Spec UBC -97 DeE Ratio: 1t/240 TC: Lt/240 33.00 psf -TSF: WARNING Read notes on this sheet turd dive a copy of it to file Et-ectin; Contractor. 136:' till This design is for an btdividtud building cumpuncnl not truss ,y- 1c,". h 11:6 been based un spceilicatiuns provided by the eumpuuem m:mufacturer:nil dune dimcnsiowd Dimen,ious :n'e to be Clrk: tt accordance with the current versions of ri,l and AFI' A design ,t.mtL rds. No responsibiliq• is assumed for nccuncy. Dagnr: JF teer andha building designer prior lo Fihricnlii n. The building designer muss :tsarsl.in 11131 the lard.; wilued on This e component anuLnu' verified by thtn BLU SMU�'� design men or exceed the Imdiug impnsed by the loved building code and the p:dieular nppliention. The design assumes th:d 111c top chord 6 I:dcrally �R TC Live e. braced by the roof or floor sheathing and the bottom chard is Lner:dly braced by a rigid sheathing tn,tacll dirccdy :uctched, unless otherwise noted. TC Dead LLQIhacing show�t is fur later.'.I support of cowpuncnts nhbmbers only m reduce buckling length. This component shall not be pL,ccd bt any em'ironmenl filar will cause the moisture content of the wood to exceed 19% :,nd/ur cause connector pLue corrosion. I :tbriute, h.mdle, install and br.,ee this taus in BC Live TRUSWAL SySPEMS accor&,ince wish the following sundards: 'JOINT DI] TA11S, by Trnsw'al, 'ANSIP1111 1', '\P'('CA I' - Wood'11vss Council of America St:utdard Dcsigu BC Dead 4445 Northpark Dr., Colo Springs. CO 80907 Responsibilities, 'FIANDLING INS'T'ALLING AND I11:ACINU t\•I L"•'fAL, I'I.:\TE i:Oi\ - TI7 \1'O•:)D '1'1:11SSI'i5- - (1118 )I) :,nd '11111-91 -' SUMMARY SHEET' by'I•F'I. 'nie'rruss Plate Institute 011) is located :o iia D'Onof riu Urivc, N•Ladisun, Wisconsin 33719. The Americ:m Porest :rad 7p5.0 Version T6.3.5 Paper Association (AFI'A) is locoed at l l I 1 1901 Street, NW, Sic W), W:uhinewn,DC 2(1(136. TOTAL 62 .00 10/2/2002 &w Scale: 3/32" = 1' :WO: MV1896 s t! _*PW Name: #LC'�ENllEAVOR 110. 00 psf DuYFacs L=1.25 P=1.25 00 psf Rep Mbr Bnd 1.15 00 psf O.C.Spacing 2- 0- 0 00 paf Design Spec UBC -97 DeE Ratio: 1t/240 TC: Lt/240 33.00 psf TYPICAL PLATE : 3-4 BLUSAnc%, MFG LLC TRUS\VAL SYSTEMS 4445 Northpark Dr., Colo Springs, CO 80907 .Tp5.0 Version T6.3.5 2,10-8 IO -4-3 5-0-11 5-05-(1- 111. 5-0-11 1u -i-6 5-11-1 a 5-11-11 1 I - � 3 0 4-4 -6.001 4 5-11_ 11 i 5-0-11 5 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), H"(16 ga.), or "PIX"(TWNIX 20 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown fi o 5-11_11 l Ill-I-fi s OVER CON -f] 3-0-0 SHIP 111-4-3 /!C — LJ } 11 L.i;4f•9F?2 ::0� � 1 C F t'1:w / U1®/ 2/2002 Scale: 13/32" = 1' `•�. � Ira' _ sem_ WAR Read ani notes oil this street and a envy ref i/ to the Erecting Contractor. TBF: 20.' 'Phis design is for an individwil building cumpuncut not Inks system. It he,, been based um specifications provided by die cumponrni mann(:tourer and dour CIA in accordance Willi tilt current v2rsions of "I'I'I :utd APPA deiign standurds. No responsibility is assumed for dimensional uccu,acy. Dimensions arc u, he Dagnr: JF verified by the component manuF.tclurer and/or building desiener prior w fabrication. The building designer must ascen:lin OU 1110 Itxlils ulilizrd on this design meet or exceed the loading imposed by the loc:d buildine cod. and the paticul:tr npi lic:uion. "1'he design assumes tll:u the r.rp chord is hderdly TC Live braced by the roof or floor shendiing nod thr bonont chord is Lttrr:dly long cd by a rigid shecuhing nuuertal directly UILIi•IICIJ, ulliess mhenvise 110led. TC Dead B acing shown is for Wend support of components members only w reduce buckling length. "rhis component Audi not be. ph,ced in any aleironmem than will cause the moisntre content of the wood 10 exceed 1947, and!or cause connector pl.de corro,iun. P:,bricatn, doodle, install :Ind bract•. this truss in BC Live accordance whit the following st:mtLods: '10INT Di"TAll S', by niiswal, 'ANSUTH 1', '\V'I'LA F - Wood Truss Council of Anncrica Semd-od Dcsien BC Dead Responsibilities, 'HANDLING INS'T'ALLING AND BRACING tNIETAL PLATE CONNHM-1:D WOOD IT(ISSES' - (11111-91) and '11111-91 SUMMARY SHEET' by'ri,i. Tlie Tnus Ittie hlstnitte ( H) is located at 1X3 W(Aofrio Drive, t\•i:tdisun, Wisconsut 33719. Tlic American Forest and Paper Association (APPA) is located at l 1 11 19111 Street, NW, Ste IL01, \Vshineton, DC _20((,,6. TOTAL yds A� �BiOsi IM, I- ATI €v" -22 V' i- t .: �Uvz-z- 12'�'G Y ]oh Name: �EiV�lET7'1 X96 ##LC = 15 `Illi.s t ,cuss is d igacd ctsixg the 2A DFL 41 & Btr. &131x'. Platair FNSIjIPI - 1995 i7 IFIIS ]:iST3V IS 711E CCT•TEL73I IE R CLT OF (.93: -97 Cb, B].c13 El -IcGed = Y-- Bc 2x4 L>rL ##1 CRL 13LK 2x4 EFT, sPICARD l'UK17 #11607. uffTIPI.E ICL �D CASES. �RTiG R]x?JMErDrfb Shu"11 are lxasal C>ILY T1tss Lccati.al = tib. EI -xi Zcne = C ejCk t 1'-u� = 1,10 ERP Cth — Joint Incatials = RPE VAUES ISR ICED RESE Ryl-I 0 PIC3Y-BACK O:i rWI'1CN (VL77t IC�SL LMM CNLl) ai rj>e truss nmtcidal at ea31 ban -l- PLtTTti; BTsSFD S] C11EENI I.L. V�ILiS. 3In.Z�c 5 Bic Lest. t1t = 80.00 ft, Bld3 Width = 50.00 ft J 21.50 ft, n t = 80 1 0- 0- 0 4 0- 0- 2 5- 0-11 5 5- 0-11 Ibe 4X2 caltilxcus lateral bi:aciixi rD 24" o.e. 1.n11ess trA.ed othet:wise a> iaa:�e truss, + + -r -r + + o- + i + + + +- + i- + + + + + + + + + K lbs dra ].crsd a li.Ed = t•1>an t> of I d b:,t i� (.9:0.: Stcu�tiTl C1-agasncy, I>?ad I-n�cl = 1'7.0 psf 3 10- 1- 6 6 10- 1- 6 attadnd w/t,,.o(2)lOd Mils ala i9 the flat- L>~i.cya�3 for 1.5 -g the tcp dr>Ld tou TC section of the ntai.n tnass. AttzAi BC of to each brace w/a7a(1) 16d, Loa-w.led 0renl.y ala doted aa-Litauxulx, cxanurietly vit11 dead cap front ead-, face= (two(2) total) . Gable studs 11W 'e lateral in—�cur�. See lsacinJ details) . l.ca.ls atxl 0 % live lead. Altatiay--7..33. 0 altiialcus bearil 7 _.act, = 148 PIE Cb - iai (L ell �) oust transfer mal TntsNals gable Lateral 1a�s uz lite with tie dhrls have load to e.dz ply (ca: ad3-at) slant. not been cionsidere d lAll.ess r. -ted othervise. se. + + + + + + + i- + + + + + + + + + + + -t + + 11-ese loads atrl 1:11au omir-ti.ais are the resppcatsibiiity of tl-y-. Luildirq designer. TYPICAL PLATE : 3-4 BLUSAnc%, MFG LLC TRUS\VAL SYSTEMS 4445 Northpark Dr., Colo Springs, CO 80907 .Tp5.0 Version T6.3.5 2,10-8 IO -4-3 5-0-11 5-05-(1- 111. 5-0-11 1u -i-6 5-11-1 a 5-11-11 1 I - � 3 0 4-4 -6.001 4 5-11_ 11 i 5-0-11 5 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), H"(16 ga.), or "PIX"(TWNIX 20 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown fi o 5-11_11 l Ill-I-fi s OVER CON -f] 3-0-0 SHIP 111-4-3 /!C — LJ } 11 L.i;4f•9F?2 ::0� � 1 C F t'1:w / U1®/ 2/2002 Scale: 13/32" = 1' `•�. � Ira' _ sem_ WAR Read ani notes oil this street and a envy ref i/ to the Erecting Contractor. TBF: 20.' 'Phis design is for an individwil building cumpuncut not Inks system. It he,, been based um specifications provided by die cumponrni mann(:tourer and dour CIA in accordance Willi tilt current v2rsions of "I'I'I :utd APPA deiign standurds. No responsibility is assumed for dimensional uccu,acy. Dimensions arc u, he Dagnr: JF verified by the component manuF.tclurer and/or building desiener prior w fabrication. The building designer must ascen:lin OU 1110 Itxlils ulilizrd on this design meet or exceed the loading imposed by the loc:d buildine cod. and the paticul:tr npi lic:uion. "1'he design assumes tll:u the r.rp chord is hderdly TC Live braced by the roof or floor shendiing nod thr bonont chord is Lttrr:dly long cd by a rigid shecuhing nuuertal directly UILIi•IICIJ, ulliess mhenvise 110led. TC Dead B acing shown is for Wend support of components members only w reduce buckling length. "rhis component Audi not be. ph,ced in any aleironmem than will cause the moisntre content of the wood 10 exceed 1947, and!or cause connector pl.de corro,iun. P:,bricatn, doodle, install :Ind bract•. this truss in BC Live accordance whit the following st:mtLods: '10INT Di"TAll S', by niiswal, 'ANSUTH 1', '\V'I'LA F - Wood Truss Council of Anncrica Semd-od Dcsien BC Dead Responsibilities, 'HANDLING INS'T'ALLING AND BRACING tNIETAL PLATE CONNHM-1:D WOOD IT(ISSES' - (11111-91) and '11111-91 SUMMARY SHEET' by'ri,i. Tlie Tnus Ittie hlstnitte ( H) is located at 1X3 W(Aofrio Drive, t\•i:tdisun, Wisconsut 33719. Tlic American Forest and Paper Association (APPA) is located at l 1 11 19111 Street, NW, Ste IL01, \Vshineton, DC _20((,,6. TOTAL yds A� ENDV1896 w Custmner Name: ##LC = 15 ENDEAVOR 16.00 paf DurFacs L=1.25 P=1.25 10.00 paf Rep Mbr Bnd 1.15 .00 paf O.C.Spacing 2- 0- 0 7.00 paf Design Spec UBC -97 Defl Ratio: 14/240 'IC: 1/240 —� 33.00 paf 1, Mamp! REMMEi'T1896 BM X-1Cc rEaLT SIZE REO'D 1 1- 1- 1 382 3.50" 5- 9-11 1.50" 2 10-10-15 382 3.50" 1.50" TL ECIKE AM EM CSI 1-2 -689 .04 .18 .22 2-3 -297 .00 .17 .17 3-4 -297 .00 .17 .17 4-5 -689 .04 .18 .22 BC FCRCE AM HID CSI 6-7 594 .07 .12 .19 7-8 313 .02 .12 .14 8-9 594 .07 .12 .19 I -ED KFICE CSI 4EB FCRCE CSI 2-7 140 .05 4-8 140 .05 vvix LFIIEC w (span) - L/999 IN MEM 8-9 (LIVE) LF -.03" D= -.03" 'P= -.06" = Joint Locaticns = 1 0-0-0 6 0-0-0 2 4- 3-11 7 4- 3-11 3 5- 0-11 8 5- 9-11 4 5- 9-11 9 10- 1- 6 5 10- 1- 6 TYPICAL PLATE : 1.5-3 ZO� BLUSAR MFC LLC 'TRUSWAL SYSTEMS 44.15 Nordlparl- Dr., Colo Springs, CO 80907 Tp5.0 Version T6.3.5 TC 2x4 LFL 41 & Et r. BC 2x4 DEL #1 & BL -r. 1qM 2x4 DFL SfPI'T1 M alf, ELK 2x4 DFL STM!-'P!D R,ZaE VALLFS PI:R ICED REAIS11 RCPGZP #1607 + + 4 ++++++ + + +++... + .I-++ ++ Designed for 1.5 K lbs drag oad zWlied evfles-y along the tcp ch -a -d to tl-s bcttao cizud oaatuaaously, ca'izuitsitly witl-1 dad loads and 0 % Live lead. D.aatiaa=1.33. Oa>th-Lfous beariM reaction = 7.48 Plf. Oxuj,Ection fluor duel's) lust Lrnufer equal load to eadi ply (or ad -1-0n) Sfiami. ++ + +++ +++ +++ 4. -I• +++ 4-+ ++ + Trtts�, 10i H A TZ Plal-Es spa FLBI/TPI - 1995 'IMSLIJICN IS THE CGU:o TIE RESY7f-,T OF R [ MFLE U)AD CASES . RH�RIM, REO TITS-VEMS shoAn ai•e based C1gLY al ti -e trl>ss natelaal at ead-i healing. ISI s7IlS3 f 7f= CN CpMq LII'�Tt V'-ILYS. 4-3-11 1-6-0 4-3-11-3-11 5 -9 -LI 4-3-1-1 10-1-6 11 2 3 4 St F -6 00 2.i-4 -6 001 Elm UPLIFT' I2111GTICN(S) s ql t 1 -68 lb Sg4:,at 2 -68 lb 'Iill.s t.i115s l.s desacjn=-d uSil"j the [W..-97 cb3e. Bldg 17vocced = Yes ,amss L==ltial = N:t Fria Zone C 14ul�cnz /C1-ean Lire = No LV Catesjmy = Bldg la-Jtil = 80.00 ft, Bldg NTic$h = 50.00 ft Nlar, loo.heic�-L: = 21.50 ft, mph = 80 tpC St:uiiard CYxiq�^y, Dead Load= 17.0 psf M0-11. I0 i 6 11_1 013-1 6 7 8 4-3-11 1 1-6-0 4-3-11 5-9-11 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), "H"(16 ga.), or "MX"('1'M4X 20 ga.), positioned per Joint Report. Circled plates and false frame plates are Positioned as shown a 9 3-0-0 SHI1' I11-4-3 4_3-I1 1 -^��"' 10=1-6 'WARNING Read till notes on this sheet and Witte a cops' of it to the Ereetino Contractor. ]'his design is for an hldividted building compone11t 1101 Mss system. It Ills been based un specifications provided by the comitonen[ tncund:tenuer :old done in accordancc with t11e CniTC11t Versions of: TH and AFI A design ztamdards. No resp-sibiliip i assumed for dimcnsimml recur cy. Diulcnsionx .,re to he verified by the component nuuntfachn'er and/or building designer prior w fabricaliun. The building designer muss ascertain tltid life lords wilizcd on this design meet or exceed file loading imposed by the loaf building c"dc and the p:uicular application. The design assumes that the top chord is I:nel:dly braced by the roof or floor sheathing and the bottom chord i., L•derlly br:.ced 6y a rigid sheathing material directly anached, Unless nthenvise noted. Bracing shown is for Literal support of components members only la reduce hucklblg length. This component shall not be pLlced in any environment thA will cause, the moisture cuntem of the wood to exceed 1990 and/or cruse connector pi:vc corrosion. Fabricate, handl., insmil :aid brace [his (tu's in accordance with the following standards: 'JOINT DETAILS', by'rroswni, 'ANSIITM 1', 'WTCA F - Wood Truss Council of America Sl oubrd Desi n Responsibilities, 'HANDLING INSTALLING AND BRACING METAL 1' LA'Ti3 CONNGC: rl-D WOOD TRUSSES' - (11113-91) and '1111t-91 SUMMARY S11EE1" by'1111. The 'Truss PLne Instin0e (TPI) is located tit 513 D'Onufriu Drive, h•I:tdisun, Wisconsin 33719. The American Forest :aid Paper Association (APPA) is located at I I I I Ihh Street, NW, Ste 8011, W:Lihineton, f)C 211t1Jfi.�_ 1BF: 27::3:-'V7T: `6431 C1ak: '- 4' Dsqnr: JF #LC =r`'15 TC Live 16.00 p'sf TC Dead 10.00 psf BC Live .00 psf BC Dead 7.00 psf TOTAL 33.00 psf 10/2/2002 Scale: 13/32" = 1' Soo: ENDV1896 �Custcaner Name: DurFacs L=1.25 P=1.25 Rep I&r End 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Den Ratio: W240 'IC: L/240 Name: BENNETT1896 B@3 X-Il)C REACT SIZE RF12'D TC 2x4 LSI. #1 & Btr. 2x4 DFL #1 & 13tr. 1 2 0- 1-12 9- 9-12 25 2333 3.50" 3.50" 1.50" 2.11" DC VM 23,,4 EFL S17MRD 3 47- 4- 4 1090 3.50" 1.50" CBL BLK 2x4 DFL SUMARD BATE VALLES PER ICED RESTfiQ01 R&13Zr #1607 TC FCKE AM UU CSI Loaded far 10 FSF r armnln�7L BC] I - 1-2 1243 .15 .38 .53 2.5-4 Mark all interior beapi- g lcc'atirns. L ----sae trust be provided to avoid pa-Aing. 2-3 3-4 1297 1283 .16 16 .38 .54 27 .43 PLAmr. Bi4_SED C13 GRMT ILMB:R VALLES. 4-5 -480 .00 .27 .27 5-6 -480 .00 .21 .22 6-7 -3555 .02 .21;'.23 7-8 -1937 .03 .24 .27 8-9 -1632 .02 .24.' .26 9-10 -1748 .02 . .22 ° .25 10-11 -1955 .07 :.29 ] .36 s BC FCRCE AXL .' HID CSI 12-13 -1071 .01y.35 }.35 13-14 216 .01 ;8,.35: .36 14-15 216 .01 "-r 17241, 17 15-16 1210 .12^21°;x.33 16-17 1831 .18i .21 .40 17-18 1952 .20,. 18' .37 18-19 1952 .20 j1.27 .47 19-20 1685 .16 -.27!-.43 TfB FL73E GSI WB FL%2CE CSI 2-13 -341 .12 7-16 -507 .27 3-13 -679 .25 7-17 188 .08 4-13 -1853 .76 8-17 177 .06 4-15 988 .40 8-19 -432 .35 6-15 -1107 .73 9-19 620 .25 6-16 634 .26 10-39 -248 .09 MX DEFLEM7113 (spats) W999 IN MEM 16-17 (LIVE) LF -Ja" D= -.12" T`= -.23'r - Joint Locatian - T 1 0- 0- 0 11 47- 6- 0 2 7- 0- 0 12 0- 0- 0 3 9- 0- 0 13 9- 9-12 4-10-3 4 14-10-13 14 15-11- 0 4-4 5 20- 3-10 15 16- 9- 6 _ 6 20- 9-10 16 23- 9- 0 0-4-3 7 26- 8- 6 17 30- 8-10 8 32- 7- 3 18 31- 7- 0 9 38- 6- 0 19 37- 8- 4 10 40- 6- 0 20 47- 6- 0 TYPICAL PLATE : 1.5-3 Truss 1rG- HF [A) b>.acirg la�.u. tzl at eadi l.ocatia� stn 111. See standard details (TA01087001-001) . Pl.al-ing spec : AMI/TPI - 1995 THIS Itsi v IS M -E- COAK SITE RESULT OF t'LL TIPLE MAD CASES. BCARIPU REJ UjRa-SMS slat. -r are bas aV cn tl>z truss material at eadr bearing. Install interior stiwart(s) befon-----tiai. Play use adequate staples for gable blocks. LYl nr, L33Tc-4,ER PLUI' VERTFY C,SIE TUTS! [+] gable b1aciciq ired Q 50" intervals, LE e:<Lxo-c3 to wuzl ]-sad aL�li.etl to face. See "Gaul Gable L>rtails", CD02065035. 9 upt.icr i:12-MC1,4(5') :,1.>Z*,A t 1 -447 lb .anx> t 2 -169 ]b Sulu t 3 -74 Ib Tanis ti:uss is desigi-3 using the UC -97 Ch3a- i:adg l k- la:ad = yes Buss Lo: sti.al = Pict El 711le all-ricz-p/Ckemr Lisle = 130Exp CR Ly= C Bldj 1,a-pth = 80.00 ft, Bldj width= 50.00 ft r� an r,oci = 22.42 ft, nph = 80 LI3C Stat lard CLrxga-- -y, D> ad Lid = 17.0 psf --n-o 7_1(1 -lam , 5-111-13_, s-�i1-13 5-10-13_, s-10=13 7-0-0 14-111-0 20-9-10 26-8-6 32-7-3 38-6-0 47-641 21-6-0------------ 1- 9-04) 1 2 '3 4� 56 7 3 9In 11' 1 6.00 -6.00 � 5-6 2.5-4 3-4 3-6 S=3-6_ 3.4 3-4 5-6 _ 2.5-4 T .F /"` - _ 4-10-3 m .„ - S1 3-4 a4 3-3 0-4-3 9-9-12 /I,1, fru' •'; rl incr 12 13 145 16 1713 19 I_l(� 6-71-1(1 i 6-11-10 9-9-12 16-9-6 23-9-0 30-8-10 37-8-4 Truswal Systems Plates are 20 ga. unless shown by 1118"(18 ga.), H"(16 ga.), or IMX11(TwMX 20 ga.), positioned per Joint Report. Circled plates and :false frame plate=are nosiititi-oned as shown 711 At- �� -,2i31,.--02 �7 / 0 47-6 4 OVER 3 St 0/2/20®L )` Scale: 3/32" = 1' WARNING Rend all notes on this sheer antl ,ive n Copp, Qf it to the l lectin; Contractor. 'Phis design is for an individual building component not u'uss system. II nus been b:o,od on spccur ations pros i Icd b)• the component tnmufscmrer and done in accordance with the current versions of TH and APPA d-igu tamko-d'. N", ivspnnsibilip, is assumed for dimensiureil ac.w at,v. Dimensions .o`- I" be verified by the component manufacturer :mdlor building &%igncr prior to F.ihrication. 'rho building designer muce must asnaun that the lands utilized on this BLUSARIP1 FU e design meet or exceed the larding imposed by the lord building code and the paticular:yiplicarion. 'I'hc design a,smne, dust the lop chord i, Luentily braced by the roof or floor sheathing and 1110 Wilton churd is laterally braced by .1 rigid she:dbulg nredari:d dir0cdy aw,chcd, unless odle,'W a o0',d. LLCBracing shoswl is for lateral suppon of components members only bl reduce buckling Ienglh. This compuncot ,hall 11411 he pLrced in any fneiru11nncnl drat will Curse [lie inolslore conleill of file w41"d 10 tlS2eed 191T and/ear cause cooncoor plate corrosion. Pala irate, h.i ndle, iiwall and brace thi, lams in PRIISWAI, SYSTEMS accord:ntce with the following standards: 'IOINIT DETAILS', by Trusw:d. 'ANSI/TH 1', 'W I'CA F - U'oocl Tniss Council of America St.ifitard Design 4445 Norl'park- Dr., Colo Springs, CO 80907 Responsibilities, •IIANDLING INSTALLING AND BRACING NIC l'AL. PLATE C ONNIECTI l \�2 oil, l isconsii'i - (11113-91) :aid 'Illus JI -t4 SUMMARY SI'IrtET• by 'rill. The T111s, piale Instimle (9'I'I) is lo-icd at 583 D'rluofrio Ilrile, M:ldi,on, \\'iscunsin 1:71). 'I'Ix American I uresi :24241 Jp5. 0 Version T6.3.5 I'aper Association (API'A) is located at 1111 19111 Street, NW, Ste, Nix), 11'ashinlhm, DC, >0 )36. T'BF: 152.1 - 37:7. #'f Chk: Dsgnr: JF #LC - TC Live 16.00 psf TC Dead 10.00 psf BC Live .00 paf BC Dead 7.00 psf TOTAL 33.00 psf 3! ENDV1896 ust6mer Name: ENDEAVOR DurFacs L=1.25 P=1.25 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Det? Ratio: L/240 TC: L/240 0 6-0-0 2-0-0 2-11-1) 2-0-0 2-0-0 6-0-0 841-0 10-0-1) 12-11-0 14-0-0 2 3 4 5 67 r 2.50 TYPICAL PLATE':: X1:5-3 '0192ts,i R. BLUSAP.-MFG LLC *111.1SWAL sy,,-,rEhl.q 4445 Nonfirk"Or., Colo Springs, CO 80907 Ill .. 1 6 Tp5.0 Version T6.3.5 2.54 t 3-1-9 < �X No. C045982 3-' 14-5-1) fd 9 12 VO� 6-0-0 240) 2-0-11 2-0-0 8-0-0 10-04) 12-0-0 OVER M OVS 00d 10/212002 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga . ) , I Scale: 11/32" H"(16 ga.), or "MX" (TWMX 20 ga.), positioned per Joint Report. Circled laces and false frame �j _dates are positioned as shown above. WARNING Read a// notes on this sheet and give (I cop), (1f It to the 1S',-ectjjlu C(ilti-actor. TBF .3 WO: INDV1896 This design is for .in itidividUld building colliponcill [lot Miss system. 11 11;js been h.k.scd un spc.cilicnijons provided by the componcto imontfworer -lild done (Mik: stoner Name; bi accordance with the current versions of'ri'l niid APPA design scoi&rds. No responsibility is assumed for diin.n,i,,.u,l accul-,icy- Diln-oli- -11.1 :11-e 10 be verified by the component mrioNctorerwolho building desioicr prior to fahriunion. The hoildine designer now ascerlidn 111:il Ilk: ItUds Ulifid z.oil this Dsgmr. JF I'Ll 14 ENDEAVOR design meet or exceed the 4xiding imposed by the local buiWin, code ,nd the p.,.1 ic,1h, I. application. 'rile design ,.qsojljes that the top chord is Uerally TC Live 16.60 psf DurFacs L=1.25 P=1.25 braced by the roof or floor shcalhing mol the bonom chord is 1-1,icr;.11Y braced by rigidshe:tihing nocrLij directly nwichcd, onl"s otherwise nmd. Fimcing shown is for Litcril sopporl of components members only to reduce buckling lengili. This component not be pk,ced in ,in.% cnvirmirricill duoTC Dead 10.00 pef Rep Dffir Bed 1.15 will c:iose the moisture content of the wood to exceed 1957o WUSC Uloneci-,r ftne corrosion. Fnbricjjje, handle, install and br.icc this miss in BC Live .00 Psf O.C.Spacing 2- 0- 0 iccordwice with the following s(niolzirds: 'JOINT D13rAILS', 11)"I'mAvni, 'ANSUTH 1', 'Wl'(:A I' - Wood'rniss Council of America Sent ,,rd Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL VLATF; CONNE'CTED WOODTRLISSE3' - (11111-9)) and '11111-91 BC Dead 7.00 psf Design Spec UBC -97 SUMMARY SHEET' by'ri'll. i'lie'rniss plate jostione Crl . I I i, located at %3 D'Onofrio Drivc, i0:,dison, Wisconsin 53719- Tlw Alneric:lfi Fows(-old TOTAL 33.00 pof r) --fl kltio: 14/240 TC: L/240 Paper Assocknion (AFPA) is loaned:u 1111 joill go -eel. Ste 2 job flame: —BENNETT 1896 Traiss ID M I Drwg t) 1995 Z 91lis truss is (!�siql 115111 19d2:,4 IC DEL #1 Btr- Plathij sp� ?NSI/TPI - 71 L[3 EESIGq Is 11E MuTOSTTE RCKLT OF I-IK�-97 co'l-a. BC 2).-4 ITL #1 & Btr. CEL BLK 2>L4 EFL STPDY"'D WO CMES. bas�-d C11LY Bl&j = yes 7hiss �bt El -d Zo-,- Joint I-Ccations ' RAM MM pM Icoo RE !tF= #1607. Ind for 10 FSF rfai-ca-v-urr-alt BSL. E0,RDG RR-)UMENTS sl are - ead-1 c1l, d)a nalss mke2..ial at No , RKp ctave9cwy C Blr1j LeiLith = 80-00 ft, BI&J Width so. 00 ft 1 2 0- 0- 0 8 0- 0- 0 6- 0- 0 9 6- 0- 0 EUILDRU MIG\TER tjBT . VERIFY C -1A E LCAD3! 50" iritex,rals, pLAI Ilr, cj\l (9,1MT LOvEER V71LES. El-ld vaLticals dafor a -dal lCad.- 0 -ay. " )�j-li: = 21.42 ft, n1+1 80 Dead Lcad 17.0 psf 3 8- 0- 0 10 8- 0- 0 j ed [+1 gable brachi- to face. ab: or Mj Od the truss Profile E"t at-Bials ab: (L:c Stal Lard Ozlcqawcy, 4 10- 0- 0 11 10- 0- 0 0- 0 12 2.2- 0- 0 if &,Pcsea to \,ird, =1--- 'i See "Gerlie-ral Gable C002065035. (if at -p-) reaLdre ad:liticral cxl-lsick�--Itictll -y qj'�) �for 1-.,.z. loads .1 tl-,-� bldg. 5 6 32- 14- 0- 0 13 14- 0- 0 (L 7 14- 5- 0 14 14- S- 0 0 6-0-0 2-0-0 2-11-1) 2-0-0 2-0-0 6-0-0 841-0 10-0-1) 12-11-0 14-0-0 2 3 4 5 67 r 2.50 TYPICAL PLATE':: X1:5-3 '0192ts,i R. BLUSAP.-MFG LLC *111.1SWAL sy,,-,rEhl.q 4445 Nonfirk"Or., Colo Springs, CO 80907 Ill .. 1 6 Tp5.0 Version T6.3.5 2.54 t 3-1-9 < �X No. C045982 3-' 14-5-1) fd 9 12 VO� 6-0-0 240) 2-0-11 2-0-0 8-0-0 10-04) 12-0-0 OVER M OVS 00d 10/212002 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga . ) , I Scale: 11/32" H"(16 ga.), or "MX" (TWMX 20 ga.), positioned per Joint Report. Circled laces and false frame �j _dates are positioned as shown above. WARNING Read a// notes on this sheet and give (I cop), (1f It to the 1S',-ectjjlu C(ilti-actor. TBF .3 WO: INDV1896 This design is for .in itidividUld building colliponcill [lot Miss system. 11 11;js been h.k.scd un spc.cilicnijons provided by the componcto imontfworer -lild done (Mik: stoner Name; bi accordance with the current versions of'ri'l niid APPA design scoi&rds. No responsibility is assumed for diin.n,i,,.u,l accul-,icy- Diln-oli- -11.1 :11-e 10 be verified by the component mrioNctorerwolho building desioicr prior to fahriunion. The hoildine designer now ascerlidn 111:il Ilk: ItUds Ulifid z.oil this Dsgmr. JF I'Ll 14 ENDEAVOR design meet or exceed the 4xiding imposed by the local buiWin, code ,nd the p.,.1 ic,1h, I. application. 'rile design ,.qsojljes that the top chord is Uerally TC Live 16.60 psf DurFacs L=1.25 P=1.25 braced by the roof or floor shcalhing mol the bonom chord is 1-1,icr;.11Y braced by rigidshe:tihing nocrLij directly nwichcd, onl"s otherwise nmd. Fimcing shown is for Litcril sopporl of components members only to reduce buckling lengili. This component not be pk,ced in ,in.% cnvirmirricill duoTC Dead 10.00 pef Rep Dffir Bed 1.15 will c:iose the moisture content of the wood to exceed 1957o WUSC Uloneci-,r ftne corrosion. Fnbricjjje, handle, install and br.icc this miss in BC Live .00 Psf O.C.Spacing 2- 0- 0 iccordwice with the following s(niolzirds: 'JOINT D13rAILS', 11)"I'mAvni, 'ANSUTH 1', 'Wl'(:A I' - Wood'rniss Council of America Sent ,,rd Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL VLATF; CONNE'CTED WOODTRLISSE3' - (11111-9)) and '11111-91 BC Dead 7.00 psf Design Spec UBC -97 SUMMARY SHEET' by'ri'll. i'lie'rniss plate jostione Crl . I I i, located at %3 D'Onofrio Drivc, i0:,dison, Wisconsin 53719- Tlw Alneric:lfi Fows(-old TOTAL 33.00 pof r) --fl kltio: 14/240 TC: L/240 Paper Assocknion (AFPA) is loaned:u 1111 joill go -eel. Ste STRUCTURAL C A L C U L A"T I O N S F O R MUSU BENNETT-r-R,ESIDENCE CROSACOUNTRE ROA)/DUSTIN LANE OROVILLE, CA 95965 CD CONSTRUCTION 43 EXECUTIVE AVENUE p OROVILLE, CA 95966 D/-Z9�3 blum c Wo" FLT ENGINEERING., - 5 7 9 0 CLARK ROAD 601LUNG DEPARTMOV PARADISE,. 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D/'? x f"Ovz&- 13,--, all -, c/00 -e g rl 30�/tea - ,Oi7 !mss¢ =' /f3 .x O/'px /F, O/W x ¢• � (i7 'r >x1t f. x hv X 33 /- 3 Of _ 9" `e L t < /d % t, HZ� I f4' 3 1 L36 CIVIL • STRUCTURAL S! ! Z D`y BY: DATE: SHEET No. OF (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD. PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. < �,rr� TiyitrLys'/S �corvr) cvc�-mss %-C = 1 �a �x 2l `3�• ti% a �3'C G.�ZO e, /Z Af f Gives- �i Z FLU EmaNEEROH2 CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 BY: DATE: /Z SHEET No. og OF /2 CHECKED BY: DATE: JOB No. //° Qp ra Ire 2 /-'*y/3z-� �g Tom � s FLU ERNHEEROM CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE. CALIFORNIA 95969 L 4fTL /`7�c Ys is BY: �'^ DATE: SHEET No. 7 OF CHECKED BY: DATE: JOB No. hoc 2¢,�'�/� f/)/vr,��= 7`1 91c �2. ',�;( .4..3OL1— ll) h'��77 1=1 ve . r� 2x — C# _ , (77 x A 3.3 3t, — CZl3 .7D� < 93 7C/,?,if S AZ — / �,,& Se 3z Z`Z �L o. 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S,04, -,,V' /Z71, -,7-7,7 491 YOX 7- 1491 w��z ,O/oxAl- 91 C( cel =,392�� /Ol x z5%z 76/ ZZ 2 — .3 3F �. ! 4 A ,Uo e9.77 G`= L4 EM80HEEQOM 0vRuc7MQL%L CaLCUUMOOOSS CIVIL • STRUCTURAL BY: F&7- DATE: SHEET No. �a OF Ile (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD. PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. Cox . w 9 /. `tr.c /6- �Z� 6. �2 Ems, sloes , z2r -q,- 03 3 f . tOrF - , /7 A-7/ c.ry v' SHEAR WALL SCHEDULE - "DELTA" SYMBOL ON PLANS 1. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". 1/2" DIA. A. BOLTS @ 72" o. c. MAX. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A & B" BELOW. 2. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". 1/2" DIA. A. BOLTS @ 48" o.c. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTE "A" BELOW. 3. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6/12". 1/2" DIA. A. BOLTS @ 48" o. c. OR 2 - A. BOLTS MINIMUM. PHD2 HOLDOWN ON 2 - 2x EDGE ( KING ) STUDS W/ SSTB 16 A. BOLT TO FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A & C" BELOW. 4. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". 1/2" DIA. A. BOLTS @ 42" o. c. WIDTH OF PANEL AS NOTED ON PLANS. SEE NOTES "A" BELOW. 5. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". 1/2" DIA. A. BOLTS @ 36" o. c. WIDTH OF PANEL AS NOTED ON PLANS. SEE NOTES "A & B" BELOW. 6. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". 1/2" DIA. A. BOLTS @ 36" o. c. PHD2 HOLDOWN ON 2 - 2x EDGE ( KING) STUDS W/ SSTB16 A. BOLT TO FOOTING. WIDTH OF PANEL AS NOTED ON PLANS. SEE NOTES "A & C" BELOW. 7. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 4"/12". 1/2" DIA. A. BOLTS @ 24" o. c. PHD2 HOLDOWN ON 4x 6 EDGE ( KING ) STUDS W/ SSTB 16 A. BOLT TO FOOTING AT 3' - 6" PANELS ONLY. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A &'C" BELOW. 8. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". SEE PORTAL FRAME DETAIL. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTE "A" BELOW. NOTES: A. CONTINUE WALL SHEATHING DOWN TO FOUNDATION PLATE. B. CONTINUE WALL SHEATHING UNDER FRAMING OF PERPENDICULAR WALLS. C. USE ONE SIZE GREATER SSTB A. BOLT WITH CONCRETE FOUNDATION PLACED IN TWO POURS. /� /0# ToP ids ro f/e-,4Ddw e /6 "o. c. 7� 5C OF C�Nl•E�2 PhMEL � OP 10 ' sT 2/22 Fi4, s/DF I e No.2. SPG/cE S//JPSO�/ � I I I � N�f1 DER - CO�t/T7'NS rJ 5-76224 I _ I ONdFR W,44.4 MNEGS CrRe o ow _ ;� A50777, OP t l I,I I I I �Ll HEA-1�F� II III vI I�I I v 2.r ✓sf /`1B OPT/ON 1 I c&1.4G 2 x ST11,0S • I I I( I cs /C 0, c,to I I 2x PT �.� oR 6 CoNc, cve,B I I I I I /CVvoV-,o P"rer A..304727; TYP (7 E/7,5CW4,11 0 i Wi 1 i � i /YAX, i I i 2x Sr6/ps C/GO.G, I .1 cov. r. /2 "covc, t�T�, L L ' 0 /I L fir// SOTT, �. o ---------------------------- z e A .,a04 TS �� o i i i GENERAL STRUCTURAL NOTES 1. THE CONTRACTOR SHALL REVIEW ALL SHEETS OF PLANS AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO STARTING OF CONSTRUCTION ( ANY EXCAVATION FOR FOUNDATIONS) AND THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES WITH ANY WORK SO INVOLVED. 2. ALL PHASES OF WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST APPLICABLE EDITION OF THE UNIFORM BUILDING CODE, AS REQUIRED FOR CONVENTIONAL LIGHT -FRAME CONSTRUCTION, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SPECIFICALLY NOTED ON PLANS. 3. DETAILS OF CONSTRUCTION NOT FULLY SHOWN ON PLANS SHALL BE OF THE SAME NATURE AS THOSE SHOWN FOR SIMILAR CONDITIONS. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF CALIFORNIA AND ALL OSHA REQUIREMENTS, AS THEY APPLY TO THIS PROJECT. THE DESIGN ENGINEER AND THE OWNER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS, BRACINGS AND SHORING REQUIRED FOR CONSTRUCTION. 6. THESE PLANS ARE NOT COMPLETE WITHOUT THE STAMP AND WET SIGNATURE OF THE DESIGN ENGINEER, VERIFYING ENGINEERED PORTIONS OF THE STRUCTURE, AND WITHOUT REVIEW AND AN APPROVAL OF THE LOCAL BUILDING OFFICIAL. 7. FOUNDATION DESIGN IS BASED ON ALLOWABLE SOIL BEARING PRESSURE OF 1500 PSF (NO SOILS REPORT). - 8. ALL FOUNDATIONS SHALL BEAR ON LEVEL GRADE AND CHANGES IN ELEVATION SHALL BE MADE BY STEPS OF 12" MAX. HEIGHT AND 36" MIN. WIDTH. CONTINUITY OF FOOTING REINFORCING SHALL BE MAINTAINED. 9. ALL SAWN STRUCTURAL MEMBERS AND THEIR FASTENING SHALL CONFORM TO UBC AND SHALL BE OF MINIMUM GRADES AS FOLLOWS, UNLESS NOTED OTHERWISE: 2x & 4x MEMBERS - D. F. NO. 2 EXCEPT NON BEARING 2x STUDS & PLATES, 2x BLOCKINGS - D. F. STUD GRADE 6x MEMBERS - D. F. NO. 1 10. LAMINATED VENEER LUMBER (LVL) SHALL OF GRADE 2.OE STRUCLAM (SL) AS MANUFACTURED BY WILLAMETTE INDUSTRIES, INC. (ICBG REPORT NO. NER472) OR 2.OE PARALLAM (PSL) AS MANUFACTURED BY TRUS JOIST MacMILLAN (ICBG REPORT NO. NER-119) OR APPROVED EQUAL. 11. ALL WOOD IN DIRECT CONTACT WITH EARTH OR IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED HEM FIR OR FOUNDATION GRADE ( CLOSE GRAIN) REDWOOD. 12. PLYWOOD SHEATHING SHALL CONFORM TO APA U.S. PRODUCT STANDARD PS 1-95 AND OSB SHEATHING TO APA U.S. PRODUCT STANDARD PS 2-92. SHEATHING SHALL BE PLACED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS (IN COMPLIANCE WITH TABLE 23 -II -H OF UBC - DIAGRAM CASE 1), UNLESS NOTED OTHERWISE. 13. WOOD NAILING SHALL BE PROVIDE WITH COMMON WIRE NAILS OF SIZES AND NUMBERS PER TABLE NO. 23 -II -B-1 OF UBC EXCEPT WHERE MORE SPECIFIC NAILING IS NOTED ON PLANS. EQUIVALENT CAPACITY FASTENERS APPROVED BY ICBO MAY BE USED. 14. METAL CONNECTORS NOTED ON PLANS ARE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY. EQUIVALENT CONNECTORS APPROVED BY ICBO MAY BE USED. 15. ALL ANCHOR, LAG AND MACHINE BOLTS SHALL CONFORM TO ASTM A307 REQUIREMENTS FOR UNFINISHED BOLTS. 16. ROOF TRUSSES AS DESIGNED BY OTHERS SHALL COMPLY TO LATERAL LOADING FOR SHEAR TRANSFER AS NOTED ON PLANS. 17. THE ULTIMATE COMPRESSIVE STRENGTH OF CONC. SHALL BE 2000 PSI MIN. IN 28 DAYS. 18. THE ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE MASONRY UNITS SHALL BE 1500 PSI AND SHALL CONFORM TO ASTM C90 GRADE N. 19. REINFORCING STEEL SHALL CONFORM TO REQUIREMENTS OF ASTM A615, GRADE 40. 20. SPLICES IN CONTINUOUS REINFORCEMENT SHALL BE 30 BAR DIAMETERS OR 24" MIN. 21. REINFORCING, DOWELS, ANCHOR BOLTS, ANCHORS, ETC. TO BE EMBEDDED INTO CONCRETE SHALL BE SECURELY POSITIONED BEFORE PLACING OF CONCRETE. Jan 02 02 03:26p Endeavor Homes (530)534-5269 p,i . .� �. .... Y r i �.. . , _ .. � •�.� �.. r �r •� � •• �� '� 1 � � .. ,'.' � �' 1 'r '. �. �, � � �. . ', .a � '� -� i. � � -, '� ,' ', �. � �. �. �, i ', ,. .. .. CDF FIRE SAFE REQUIREMENTS .a _ AP# PERMIT # NAME ' Under authority of PRC 4290, the following checked items are required ' by the Butte County Fire Department and are made a. ;part of this permit. These requirements are minimums and will .be. auperseded by Butte County' local regulations which equal or exceed these standards. Field, inspeetoi;s will be made by the, Butte County Building Department for compliance. [�J 1272.00 Maintenance of Defensible Space. To ensure continued \ mainteilance of.p ro erties in conformance with these. P standards :and measures and to assure continued avail- ability, access and utilization of the dccfensible space provided for in these standards, annual maintenance must be provide for by the landowner. Driveway Standards 1273.02Surface, A13 driveway surfaces and structures (bridge's, 1273.07 culverts and other ap.parteaax�t structures which supple - mo nt upplemoat the roadway bad er shoulders) shall provide unob- structed access to conventional drive vehicles, includ ing ;sedans and f ire apparatus .veighig up to 40,0'00 pounds ] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.0.4 Driveway Radius` 1. No roadway shall have a horizortal inside radius of curvature of less than 50 feet and addition; -,.sur face w:�dth of 4 feet shall be adder', to curves .o f 50-. 100 feet radius • 2 feet to those from 100-200 feet, [�(], 2 . The 1 c.1gth of vertical. curves in roadways exclusive I of gutters, ditches and drainage structures designed to bold or divert water shall bo not less than 100: feet.... 1 1273.05 Turnarounds. if tsquired, will 'have"a minimum turning radius of 40 feet from the center of the road. ['} 11273.05 Turnouts. Shall be ;a minimum of 10: feet wide and 30 feet long with a min,mum 25 foot taper on each end. 1270.10 Width,: All driveways shall provicre a minimum 10 foot traffic lane axed unobstructed vertical clearance of 1.5 feet along its entire ,length. Page 1 of t 3,,, �., H L 7 E. 00.00-51 ,�^� n _ 0 -p •g r ry,: u LtiC11� 71U1: '1 fJ0'� r o r. m � SSNI 7TU1 u�ll ,_. j - IQ 17T 4 ^ v 777 i ^i I oo- o• w � I ' I UU11 01H NO, nn -VA -9 -. II pp s,. -.q ol IM 9tt11; WUI ItlO � VIS r \�-7 I t" r A 5 7 Pal it �, . r s 01oiso51 Cuskomer BENNE7T-ENOE{AVOF( Weo Dec 12 , 3 1: 37, 2B' 2001, Protect ry.aB13BEN Truss ID Al Family 0 110 `Pan: Ouantaty 1 Top Patch i, 6/a:2 ALES -32: fVar, Zto,'. Bl,ati3/30/f B9B)y-' - - ' TROJAN, b ; r x 1-0 6 1 5 12-1-5 1 _ 1 24-4-1 I- 30-4-1'1 36� 6 Ii�Q 6-•1-5 5-11-15 6-1-11, 6-1-11' :5-11-15 6-1-5' 4X4 4P , SZS,5 2? 8 3X5 3!5 7 If 12 t1 Ic '3XB I , 6-1-5 _ 12-1=5, 18-3 24-4-11 I 30-4 6-1-5'r 5-11=.15 6-1-11 6-1-11 5-1,1-15 6-1-8 r L. NL TO PK: 20 -4 -'IA R. HL TO PK '.20-4-14 "LEFT HESGHT: 0-4-2' ' SPAN:; 135-5 RISE. 9-8-10 RIGHT ' HEIGHT.. 0-4-2 t LOADING MAX STRE55ES MINIMUM GRADE OF LUMBER PLATES;M20-220,190 - TOP--CHDRD.2X4 No 16Btr GR OF -L L(PSFp . TOP 15 10 BOT CHORn:-2X4 No,16Btr GR OF -L BOTT'` O B LL.DEFL.C?0-0.00 < L/240WEBS :2X4, STANDARD GR DF -L. 1'.25 PLATE - 1.25 SPACYNG 24.0.. in. o.. cUBC 97-ICEID,ANSI/TPISS STR.INC.: LUMB : REPETITIVE-STRESSES.USED.— NO. OF MEMBERS. - l DEFLECTION(INA C.L- O,OO,o.L-0.00;7.L•0.00: NOTES; (!)-Gable studs spaced'et 16'.inches d:e. - C '(21 -Brans vertical atuds in accords Nith otanderd gable and detail 4 .entire bottom chord , . 131•-Continucus bearing providadalonq gable -stud unless dated. (4 Provide, -1%4 Plates at see end of. .. ,, 00 MI FROM DCEANL,I TRUSS CfIECKED FOR BO M.P.H WIND, ENCL. SLOG.,WALL HGT: 10 FT,BLDG• CAT:'I,EXP. :CAT, C,IS(104B) PSF DL, 100., NE(ASCE7-9: TOP CHORD BRACING ©140 O.C. UNLESSRIGIDLY SHEATHED; BOTTOM CHORD CONTINUOUSLY BRACED ©10'0"O.C. UNLESS RIGIDITY SHEATHED, LATERAL F, BRACING OP, WEB MEMBERS, WHERE REQUIRED, ARE,?,S SHOWN ABOVE. FOR I' ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH (S:ILWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSS1IS COMMENTARY AND RECOMMENDATION. �QRpFFSS10 l�4R �,�pON YG I ro C 'Pit INV Ooslpn Valid ler Use only wllh MITek connectors, design Is based only Upon parameters shown, and Is for an Individual bNltlt^,y companuni to be Installed and loaded Vedlcally.:Applicability. of design parameters and proper Incorporation at - - compon ml)s:respopslUillty of building doslitnorm not tniss dedgnen Drdelog shown is for lateral support of Individual DEC 18 2001: wob mentors only, Pddllionel temporary eractng em to Msuro bllify durin0 construction: la the responsibillly of the Proctor. na - - Addhlonat pmmrnanl brac(ng of the ovorail efructute to Ibe 7asponalUllhy al ihs butltllpp designer. Fat gonna) guidance 111' regarding labncallon, quality control, siora0o, delivery, erection, and bracing; consult OST -06 Quality Stoddard, DSS - I Bu,Sricing Specification,; and HIS -61 Handing Installation and Bracing Rocpmmandetlon aynllabl9 from Truss jlPlate Institute, set o'Ono(rio drive, Aledleon, WI 03710 MiTek Indusif-ies, inc. , I :., l .1 O 1 O 19050 it Cue'tomer, .BENNETT-0:NDEAVOR wee Dec 12 1 I 37:,26 2001'• /,.. Project M� 813BEN Trusa ID A Family 8 Span y '36•-6 Ouantlty t 3 Top Pitch ; _110 6/12 y.' ACES -32 V4R83d 13/30/2999) Y - TTjO. AN .,2.0, PLATE 'OFFSETS (X -LEFT, Y-TOP)(161-4;2'1 6-1-5 36 -6 _}�0 6-`1.-5 4-9-6 7 6-1-5 r. 4X4 { X 3X4. 3X4 3 5 3X4 3X4 2 6 3X5 3X5 7 12 1 1:1 9 E 1X4, 3X4 5X8 : 3X5 10 25-7-4 304-11f90 X44 Lb-6 a "—'1-5 7-4-4 4-9-7 6 C-1-5 , nA LEETLHEIGHT: 0-4214 SPAN: '3ti-6 RISE: RIGHT. HEIGHT- 0044214 LOADING (PSF) MAX STRESSES MINIMUM -GRADE -.OF LJM6ER L D TOP 5-6-0.47:4 TOP C ORD;2X4 No,l6Btr PLATES;M20 22j1,190 GR DF -L OF -L TOP 1161 10 SOTT.10-110.456 BOT CHORD:2X4 No.1&Btr GR BOTT A' B LC.OEFL.@11 0,'03 L/246 WEBS :2X4 STANDARD 'GR OF -L STR:INCLUYS, SPACING 94.O in; o. eUBC 97 -=ICBG, INSI/TPISS �1,2g S�RSDu- NO. MEMERS 1 E0:OLT.LOs07 oELETYN(N- RUHORIONS'ILBZE 1--065. 5.50 7--27A, 5,56 fi•? 14AO, 5,50 1-25.7-133. 9)T 4847-133. x ��, FORCES LOAD CASE'�f 70P CHORD: 1 2--1294, 2-3--945' , '3"-4 406 �_ 4-5--4qS 9-9. + f• -1A l - '. BOTTOM CHORD: 7-8- 12, S 9 12 9 110--304, .10 -Ii 945- 'il i2• 1137 6"+„••f. 7f37. ' 3. 5-9-•!1146, WEBS; 2-12. 85 2 111- 3474 3-!11- 1199; 3-10-IR02, 4-10 5-106i,832., 6-9--377 : Q -B- 85, , WEB 3 i0; 4-10 &ACED'11l 1/2 PDIN•t6 A9 1HOMN ABOVE ' TRUSS CHECKED FOR 80 NYP.H WINO, ENCL,BL00.r HALL HGT., /D F'f, BLOI`r- SCAT, 1�Ekp, CAT”. C„1B (f0+9)'PSF OL, SDO 60 1•IY -POOH OCEANLINE.IAS6E7=9; i TRUSS HAS BEEN CHECKED FOR J()p,`•F NON -CONCURRENT LEMS LOAD AND 9,06 RSF DEAD. LOAD ON,BOTTON CHORD Pith, TABLE 18-9. UBG-BA ) TOP CHORD BRACING 624” 64, UNLESS RIGIDLY SHEATHEli; BOTTOM'CHORD CONTINUOUSLY BRACED ©10'0"O,C: UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS I pRQFE6Slp 1 REQD) REFERTO TP1 PUBLICATION 100-01 BRACING WOOb TRUSSES COMMENTARY AND RECOMMENDATION. ryArdNY,Tprr nod llL�tC),' °rte ON ANO RrI'!r)ii'G �1 Pn tl�I'0 Min Donipq yatidlo(i to duly whh MiTek eyhnoeldfeTh+a�rr`elpn Ie basad only �p�h poiamelore ehowhr end la for en Indivfddol �,� civ i�' ' bulldlnp romped( h(lo'6a inbtollnd and loatlnd �attlCol(y. Appllooglllly bi doslon paromolara hod ptopirineotpoiallan of QP ��( "eo'mpanonl (e to aneluihry ni bulldtnp tl6slpnat u pal (ruen da2lgnor. 8racinp shown -+tor (niotfil supper! of Indlildual web Mahan otn� Adulllonal (ampolotY btaclnp IS insure elibipty duflnd oor0lruelton Is tho responsibility of (ho bt al6r. t,.i :� m Addltlonnl otmapan� braalp bl Iha oyornll struct�ta It Uo tabpnnelbil, al iho building doelgijot For panofal Ouldnpeo i( 1 W F�,U/u�� 1 topatdlnd (atirleailon, quslny aonlrol, elotapardall�sry, erouhont li d biaolnp, apneoil o8T.80 Dunitly 8hnderd, 000: OG Ora21n8 epabiheeitoht epd HIS•ot Handllnq nelnliWall a Oreeinp seem endavailable iioln True$ pld,r Ins111u10 ae1 O'Onelrlo nrlvo fladuea, (vl E1ytp _MiT9k industries, Int, .; r E 01055456 1 Customer l' BENNETT-ENDEAVOR TMU CDC act, 03 39;'06 20011 [Pr o'l e C*t tM, 813BEN: Truss 10 EIF-', Family 0 110, Span Quantity 1; TOP Pitch! 6/12 ACES -32 var.2,0,020(3/30/7999), TROJA 'BOTT CHORD SPLICES'9-10-,3XG:, IR -3 24m4-11 10-'-" 7-47-4-12 671-11 5-111-,15 4 4 3144 3 bi?Ae-lm 3X2 Y 3X4 -'c., AW 61- 2 5 12 11 10 x 3x5 US 3X4 11)(4 I I I A I i 11 18-5 '24-4-11 J10- 4-11 !�6 j j4,; -11-1 5 6-1-5 THE MODELING OFTRI.16STCYCHECK LAnRAL,LOAD ,(DUE TO TRANSFER OF SHEAR FORCE) SHALL BE REVIEWEDA, APPROVED I BY QUALIFIED BLDG. DESIGNER OR ARCHITECT. . 4- 1 L. HL TO PK: 20-il,dl R. HL TO PH: `20r4-14 LEFT: HEIG T: O-4-2 SPAN: 36-6 RISE: 9-5-10 RIGHT .HEIGHT :O-4-2 LOADING P51F) STRF-55ESMINIMUM GRADE OF LUMBER PLATES:M20-220,191 L D TOP L 2-3-O'.4 80 TOP ,CPDRD:2X4 No I&Eltr GR OF TOP Is 10 BOTT 9-10!-0.391 SOT C CR,D:2X4 NO:1&Str'GRjDF-L IL `BOTT 0 a L'.CIEFL�08-0.03 < L/240 WEBS :2X4, STANDARD.GR OF -'L STR.INC.1 LUMB.- 1.25 PLATE,- 1.25 SPACING : 24.0 in. o.: CUBC 97-ICBO,ANSI/TPI91 ,REPETITIVE STRESSES USED NO. OF MEMBERS DEFLECTION(IN) ;L.L- O.O3,0.L!-O�O4jf,L!-O,Q7 REACT rONS,SIZE. f--628 5.50 7--796 .5.50, 11-1449.3.50 UPLIFTS ILSS) i 1-351. HORIZ. ILBS)* 1-11900 FORCES - LOAD ZA BE 1, TOP CHORD t 1-2-4 . 2-3- 343 3-4--408, 4-,5--400 . 5-6-8511 E.S.11-41287, 14 BOTTOM CHORD � 7-0- 2140, B-9. 1140 FO, 10-11- 1w307. 11-12- 7, -Ii 7, WEBS2 12- 85, 2-11--374 11 -1 -10?--570 5-9- 288; : : -1114., 3-10- b35. #la -20- 13 5 6-9--416 VS, WEB 3-10: 41,16t 5-16 �BRACEDIbt 112 POINTs AS SHOWN, ABOVE TRUSS 4H I CHECKED FOR BO'M I ',P.H WIND, EhCL,. . BLDG,.,WAL,L,HGT. 10 F I T BLOO. CAT I' EXP; C I At. C"sei(j0+13)l PSF i!,L. I DO M; FROM C - IC EANLINE iASCE7- TRUSS'HAS BEEN, CHECKED' FOR 10PSF NON -CONCURRENT LIVE L040 AND 6 .00 PSO BEAD ,LOAD ON BOTTOM CHORD PER TABLE, 16-0.6BC-94 TRUSS. HAS BEEN -CHEdKEO!FOR 060 LBS' DRAG: FORCE IDOL -4,33). BETWEEN JOINT 1. anci JOINT 7 VEC 2: 0 2001 TOP CHORD BRACING (b 241"O:C, UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED I0'0"0.C, UNLESS RIGIDLY SHEATHED. LATERAL., BRACING OF WEB MEMBERS, WHERE REQUIRED; ARE AS SHOWN ABOVE. 17011. ADDITIONS ' . 147.1fiN."NT AND TEMPORARY BRACING (WHICHIS ALWAYS. TESSIO REOD)PFFLRTOi'0.1)-i,,ILICATiON"113-91 BRACING W00 DTRUSSES OiCOMMENTARY AND Rt--'OMMENDATION, di 10im um Exp 64o -w Design gelid for bwantyW;th MITak connectors, This dollign Is based only upon parapt6to rs shown, and Is for no Individual bd;lcllngcorriponenttobolnstalled and loaded'yartIcally.Applicablilty. at design parameters and proper Incorporation of: 11, component is naponills1lity of bulldlng designer- not tjuwdoslgnor• Bracing shown is for lateral support at Individual —im Web ararr6orB only, Additional tamperer C y bracing to insure stability during construction Is the foiponi;lblllt� of tho,or Addlilonal pointanont bracing at 140 overall structure In the to - aponsi6flity of the building donlintor. For general guidance regarding labricallonl,:quallty eontrol, storage, dolivaryt erection, and bracing, consult 067.08 quality Standard, DSD - 89 Piecing Specification, and HIO -611 handling installation and Bracing Recommendation available from Truss plate l"slit6le, 583 D'Onotdo Drive, Madison,063719 Mek Indufliftivsjinc. 0301.9070 _ - Cu6tomqr BENNETT-ENCIEAV.OR Wed Dec, 12 Lit 40: i34 .2001' ProjectT M B3.'3E'eN russ ICI : H1GE Fami].Y A '301 Span 4- ,-^10 Quantity t i Top Patch c 5/32 :ES -32 Va�,i2, 0, Bltl:;l3/3b/l9991 ' TROUA *" ;0= 11-3 2-3-13 4-7-10 €0-11-3 2-3-13 2-3- 3 ' 04 z' 3X4 3X4 1 3 2-3�-13"' 4-7-1,0_ 2-3-13 L . HL TO `PK: 2-7-1 I R . HL TO PK E LFT HEIGHT: O'-4-2 SPAN. 4-7-10 RISE: •-B 1RIGHT HEIGHT: O- 4 2 -.. _ LOADING (PSF) - MAX STRESSES 'MINIMUMM GRADEL•LUMBER PLATES: h120-220;-190 TOP CHORD: 2X4. CJ0.1&BtGR DF -L TOP 16' AD N r BOT CHORD`2X4. No:1&Btr.GR DF"L GOTT O' B LL`.DEFL.0)O-iO.00 C L/240 .WEBS t2X4 STANDARD GR OF -L. STR',INC, ILUMB It 25' 1.25 SPACING ` 24:0 in. O, CUBC 97-ICBO;ANSI/TPIa5 REPETITIVE STRESSES USED NO, OF MEHBERS 1 OEFLECTION(IN.1 L,01-0.,00,O,L�O.OU,'f.L•0'GOil; - NOTES (i) `G606 attain eoacad bt' d6 lnchea o.c: (2) -Brace Verl:ical atUda 'in accordance with atendat-d 6ablo end dalall, (31-Coptlnuoull bearing proVlded eiong�dntlre bottom cnord (41-proy4do 114 plates at each, and of gable atUd Unleee Olhbrwleo noted r;;040 ! OR no ?i,.0 4 to N ' �,BLhO., WALL N0 10 FT, SLOG. 'CA) I, EkP ,CAT, C. 10 (inkel' bB U'.; ,'' t"Q4 tt 00664 nCEAt,3,INE (ASfti d, TNIB"1L ++]GGi HA;K i.'rU. 9:4l! 'Arm ARD DEI -AIL, UN LjV-N 'lluti, ANii �06'„N0 ro C ISORD PR' CINO r, W O.C. UNLESS RIGIDLY SHEATHED, EOTTOM CHORD CON1 NUOUSLY BRACED ©10'0"O,C.UNLESS RIOIDLS' SHEATHED, LATZAAL, BRACINO OIf WEB MHMBERS, WHERE REQUIRED, AREAS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TRMPORARY DPACINO (WHICH IS ALWAYS REQD) RCfER TO TPI PUBLICATION HID -91 ' BRACING WOL?D TRUSSES COM•.OfARY AND RECOMM> NDATION.` Web mombers only Addltlonai i3MOtarybracing to )nsaro alabllily during cogstNtHop la Iho leapoeal6lgly of Iha 9reclor. q + Additional permanent btaeing of Uro overall auuetum lathe resPan I5 Uily Wine building designot. Fei bQnaml guldento Pat + U � 4 1 8 L0o 1 regarding Iabllcaliop, gdaliiy control, storage, dollyary,. erection, and bracing, consult tl6T•e6 tluallly Standard, US9- Do Orecing: specification_ and HIS -91 Handling installallon and Bracing Recommendation available from Trues r Plate InsMute, 56 D'Onolrlo Drive, Mact bon, WI 83719 Mitek Illdushiesr Inc. > rBENNETT-ENDEAVOR 01053 WedDec 12 11; 37; 40 200"111Fpc roject ,. Isi3BEN Truss ID B Famal-y, N I �_ 6/'1.2 OUSne itY 3 TOP' P Spa TROJAN .PLEB-38-vof`, 2,0;::910 S3(30 X1989)`°` !3077 C}LQRO, SPL3 CES 1Yr12,1 G! - E 1-0 6-0 10-10—lt 1�•8-00�I 24-6 31-7-4 1 .3r,--6 _ . 4T 2-6 f. 6-0 4—LO-12 7-1-4 6-6-1-4 4-10-12 6-0 08 4X4 4 .5 _ a 3X4 _ . 3X4 ' 3 6 ! 3X4- 3X4 d 2 7 P` 3X5, I 3X5 e 14 i3 12, it 10 9 1X4 3il 3y.4 3X8' 3k5r 1X4 6-0 12 ' 18—n 24-6 31-7-4 36-6 1 42-6',_� e X10-10 6-0 4-10 12ti.: 7-1-4 6-6 7-1-4 4-10-12 6-0 ,:L. HIL TO PK: 20-1-8, R. HL TO PK i 20 .LEFT HEIGHT: 0-4-2r SPAN: ,42-6 RISE:9-q-2 RIGHT HEIGHT: O 'LOADING (P F) MAX,STRESSES MINIMUM GRADE -01` LUMBER1 PLATES M20-•220.190 OF -L L D TOP S-7-0.457 1 ,TOP CHORD: 2X4 WO' 168tr GR . -TOP ' 16 -10 BOTT 12-13-0.444 BOT CHORD::2X4 No-1&Btr GROF-L BOTT O B LL.OEFL.013-0.05 < L/240 WEBS 2X4 STANDAR o STR.INC. LOMB 1.25 PLATE'" 1.28 SPACING 24.0 in. n. CUBICF-L • PI95 .. 97-IGBO; ANSI/T '' REPETITIVE STRESSES USED NO. 0 MEMBERS 1 - OEFLECTION(INO L:;L- 0.05..D "L-0.06. T L 0 i1' REACTIONS SIZE. 1•-1068.5,50 8•-233:5 50 10�=1694.5.50 . .. UPLIFTS. (LBS) : 1-15, 8-76.:. -^ . 14O9I2.. (LBS): 1-97 - FORCES LOAD CASE t1- - - TOP, CHORD; 1-2 -3727, 2 3 -1386 3-4•-869 �4-5 -468 - 6-6- 6=7.- 429 7 8. 66 ;. i 'BOTTOM CHORD: 0-9--59, 9-10- -59. 10 11--384 11-12- 777. 12-13-'1240; 13-14--1529, 14;1 1529,. WEBS: 2-14. 85. 2-13--340. 3-13 275• 3 12--585, 4»32- 466. -;4-17--528, 5-11--119, - 6-11- 1076, 5-10-^1395, . 7-10--383, . 7-9-,85, fR NEB 9-i_2; 4-"i1:'-6'-11 BRACED at 1/2;POINTS AS SHOWN ABOVE • 80 M..WIND• ENCL.BLOG,:; WALL HGT: 10 FT, BLOC. CAT" I. EXP. CAT C, ffi•"(10+8) PSF DL', 100.00 MI FROM 'OCEpNLINE (ASCE7e9' TRUSS CHECKED FOR'PN TRUSS HAS BEEN CHECKED FOR Id PSF.PM N -CONCURRENT LIVE LOAD ANO 6.06105F OEAO LOAD IN BOTTOM CHORD PER TABLE 16-B. :UOC-94 TOP CHOPr BRACING'@ 24" O.C, UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ I0'O.O.C, UNLESS RIGIDLY SHEAT)1ED. LATERAL BRACING OF WEB'MEMBERS; WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR Q�FF O ADDITIONAL PERMANENT AND TEMPORARY BRACDZG (WHICH IS ALWAYS REQ'D) REFER,TO TPI PUBLICAT101J HIB-9I.BRACING WOOD TRUSSES COMMENTARY AND RECOMM11MATION. C049919 D(P 9-30"04 Ii'Al)NlNG )'c11 1 rift rl lnrdn)d(3 S hnll Ri AP Mail S gNTjIIS ANI) Rl"t / !i JA .._„�. ....f).r_ef 9it!P Mill.Ae:ueYe6neeAnnr nnn„enm,a,e�n W ' Sl SIpR[3FPO12CUSC a,diam,aalneimbu61 +Pi_ ' CIVIL t Web mombers only Addltlonai i3MOtarybracing to )nsaro alabllily during cogstNtHop la Iho leapoeal6lgly of Iha 9reclor. q + Additional permanent btaeing of Uro overall auuetum lathe resPan I5 Uily Wine building designot. Fei bQnaml guldento Pat + U � 4 1 8 L0o 1 regarding Iabllcaliop, gdaliiy control, storage, dollyary,. erection, and bracing, consult tl6T•e6 tluallly Standard, US9- Do Orecing: specification_ and HIS -91 Handling installallon and Bracing Recommendation available from Trues r Plate InsMute, 56 D'Onolrlo Drive, Mact bon, WI 83719 Mitek Illdushiesr Inc. > tE 01055457-! Customer BENNETT-ENDEAVOR ThU Dec 26':03:39:09 2001, Proieet M ',B'i3BEN- Truss+ID CF Family N 314 Span 47-6 OUant'ity i Top Pi,tr-ti i 5/12 (ACES-3L•ver.2.0,8ld 13/30/19997 - TgDJAY I ,PLATE-&FSEft: (X-LEFT, 1-70P); 116.5, 21, [Y 12-3121, 1114-5,24 F 6-3 +10-1Q_1� 18=9 23-9 �8-9 X49-3 147-6 I 6-3. 4-7-12 7-10-4 5-0 5-0' 7-10-4 4-7-12 6-3 5X6 3X4" 5X10 4 5 5 1lr 3X4 3X4 1r 3X4 3X4`_ Z D r X X , t' 1� F T%S 3X* 14 is 12 :; , tt , to 5X10 ' 3X4 -", 5X6 4X5 1X4 • 16-3 X10-10-1.4 18-9 123-9 F p2_ q I 36.7-4 141-3 47••6 6-3 4-7-1,2-. 7-10-4 5-0' : 5-0 ',7-10-4 t 4-7-12 7 153 r i L: HL TO PK: 20-ii-.6R. HL TO PK ;20-i1-6 LEFT HEIGHT: 0-0-3 SPAN. 47-6 RISE: 9-4=11 RIGHT MIGHT:'O-0-3 TOP B 10 TOP 1_7-89265" 1BOT CHORD 2X4 No,`16Btr GR D2+-L 0,190 LOADING L PBFD) TOP STRESSES MINIMUM GRADE OC LUMBER FLA TES"M20-22 BOTT- A B.____- LL.'OEFL:1415_O.OB -c L/@40 WCBS 2X4 STANDARD. GR OF L_ STR.INC.: LUMB 1,25 PLATE'-''1.25 GPACINI,B ' '24.0 in. o. :cUBC 97-,ICBO ANSI4TPI95 1 REPETITIVE STRESSES USEDNO. OF MEMBERS 1 DEFLECTION(IN ) L,L- 0ioe;,p L 0 09.T.L.O.'0' REACTIbNS, SIZE f--f 171, S,50 8 614, 5.80 11--iO80, 5.50 THE MODELING OF TRUSS TO CHECK LATERAL LOAD (DUE TO upLIFTS (LBS) 9.478, Try mFER OF SHEAR FORCE) SHALL BE REVIEWED &APPROVED MDRIZ, (LOS): 1-2140 BY.QUALIFIED BLDG. DESIGNER OR ARCHITECT, FORCES LOAD CASE /i 1.00 CHORD ! 2--2270, 2-3--1870, 3 4•-1233 4-5--1102, 5-8--9G0 , 6-7--705 , 7-B- 510 , 0 9• '157 . BOeTOM CMORD 9-10--142, f0 fi -142, it 126--4SS, '12-0w 631, 13-14 960„-i4-fs- 1572, i56w •2054, ` f6-1 2054, i N.BS 2-10-: BB, 2-15--447, 3-16. 333, 344--683.. 4•+14- 2i9, 5-14 295, 5-i3--S19, 8-13, 603, 6-12 -816,, 7-12- '1310, 7-11--1593 8-if--378, BP10- B5. NES :i 1k 4-14: 5-i4; 5-0; 6-i2; 1-12 BRACED ai 1%2 POINTS AS SNOMN ABOVE TRUSS CHECkb FOR Bb H.P,H WIND, SNCL kDa.,WALL HOT, 10 FT,BLOG CAT. I,'EXP. CAT+ C iSljo+bI PPF OL,i00.00 MI FSM OCEANLINE(AsCE7-1: NOTE: BRACE VERTICAL STUDS iN ACCORDANCE WITH THE STANOAFlD GABLE•END DETAIL, CONN. N/1X4 PLATES AT EACH E TRUSS HAS BEEN CHECKEO FOR 10 P5F NDN-CONCURRENT LIYE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABl �11CB� er���� TRUSS HAS BEEN CHECKED F,OR 2140 Lbs w4a 06RCE (00L-i,33) BETWEEN JOINT i and JbiNT 9 I 70F i Hi 1k:b SYR A:ING fyji 24" O•C; UNLEsS R)OIDLYSMEAT0r% BOT'I OA1 C 1ohl). oFEssla CUNTINOOUkl' BRACED C'I 10-040,C, UNLESS RIGIDLY SHFATItED; LATGRAL C4 AN BRACINU OF 1�I II MEMBERS, Wff ,hB REQUYREb, ADE hS 5f (O�VN ADOYE FOR AD:11TIO!Ski, FriftMANENTANI77EMhokARY BRACING (WHICH IS ALWAYS f (tErTUi lil•FERid TPI PUBLIcnT,'IoN IiID•71 BRActNo 7Joot) TRUSSES -' ' � ' 0 EN fhY A_WD hECOMMENDATION. �L " 1(AkNINO = a1eO'gIa parr;nrCYttht irrrl ki'r)l7 NC)x;ii$ UN �1115'rt�l) h'I:YfilfS►s �InG 1t� 1",rakG I1,�� y EXP 640.0 j bosfd4islldlotOso ohloWthWahcohnecloro,ThlidiitgolsbaiodoniyupodpitsmotdreehdwitindIsioraolndivldudl bbildlog COh pononl to ba Inilal(ed and loadnd VOHIc?ilyy, ApPhcabllllyy' o) ddelF' ltimmbiarEdnd Prober Idbofpdtdilon of (,` 1i ealnponanl�d raoPondbggy of bulldlnq doslgoet-not Iluii doilgdoi 0ricing shown Is f0ldlsydl ibpport at In0lvlduaj; .q N� P web mombdri odly; Addlllonal t0p6rarybratldb to Ini0e ainbllby dwing conittuctl8d Is Ilia tAponelhillly of Iho aracto , orRYA �F' CAUL Addlildhal p,dnbnl W4cing dl Ills overall iln,ctura id the todpdnilbhlty al the bulldlnq doilgnar, For g0hoial golddhOi � 0 ea Slendatd, bSO : ea bidaingaSpipl leailoe endHl01-g1 Hdndl „otlidelalialfolend bYecfrte Rieomhmosgon avaapobla lrwWrtuia (( Pleie snail lte, 501 O'OnEYtfd prlVi, Medlion, W 1i371ti MiTDk 1DdUSMles, W. CU54nmer •' BENNETL-C01019055 NOEAVOR Wed bet 12 2,2:_37: $4 '20011 t Pr,OIect. Ni, 1313SEN i TrUse IO B3` 'Fami110314 SPa(1. 42-6 Quantity 1. 'TPP P 'tc11 t,^ 6/12 i ACES-32 Ver,..2,0, B1g (3/30,'199' 3/30;1908. TROJAN BOTT CHORD S0LICES;11-12:-3XSt a: 6-0 X16-10-12� 16-0 ; 24-6 I •314-4 36-6 I 42- 6-0 4.-10-12 7-1-4 6-6 �7�11-4 4-1,0-12 6-0 4X8 04 4 S 30 3X4 3X4 2 3X5 3X5 1Loe 14 13 12 11 10 9 194 ' . 30 3X4 3X8 3X5 1X4 �Q 10=10-'12; 18-0 ) 24-6 F . 1 7-d 36`6 -{ .42'6 i 6-U 4-10-12 7-1-4 6-6 7-1r4 4-10-12 6-0 2 L:. HL TO Pf4.20'-1-61 R, HL. TO PK 20"I-B LEFT HEICIi 6 0-4-2 SPAN: 42-6 RISE 9=4-2 RIGHT HEIGHT O ;4-2 LOADING L1PSF� MAX STRESSES MINIMUM GRADE OF',LUMSER PLATES; M2U-2211,390 TOP 6-7-0,467 TOP CHORO.2X4 No,16Btr GR OF 1. TOP 16 10BOT'T 12-13-0.444 BOT CHORO:2X4 NoJ&6tr GR OF-L BOTT O H LL,DEFL.013-005 <'L/240 WEBS : 2X4 DARO.GR OF-L_ w h STR,INC .f 1-UMB '- 1.25 PLATE -,1.25 SPACING.• 24,0 in. o. cUSC197,ICBO ANSI/TPI9O REPETI VE STRESSES.USEO. NO. OF MEMBERS 1 OEFLECTIONUN,) L,L-:'.0,05,D,L-0.06.T.L50.ff' REACTIONS, ISIZE: 1--11000, 6.50 0-165,,5,66 110-=1094, S,50 UWFTS (LBS): B-15, IZ, (LOS t 1.57 FORCES - LOAD CASE Y1 TOP CHORD 1 2--1727, 2-31386 316-860 4-S -468 , 5-6--524 6-7. 420 , 7-8-66 BOTTOM CHORD B-9-59, -9 10. 89 10-11 38A, i1-12- 717, 12-134 1240, 113-14. 1528 14-1. 1829, WEBS, 2 1A-.05 2-13 340. 3-13- 279 3-112 589, 4-12+ 466, •-8 4-1729, 5-11--Si0, 111 8 . 11078, 8-10"-7398, 7-110--383, 7-9. 85, i WED 3-12: 4-111: 5-11 BRACED et 1/0 POINTS AS SHOWN ABOVE TRUSS CHECKED F6R700 N,P,H WIND. ENCL. BLOG.,WALL. MGT, O FT,BLOG9 to, I; EXP, CO, `C,1BIi0+D) PBF OL, 100,00 H1 FROM OCEANLINE(ASCE7-9 NOTE: 'BRACE VZnTICAL STU06 IN ACCORDANCE Wi*-tHFq STANDARD OADLE END DETAIL, COtIN,.'WI1$4 PLATES AT EACH END,._ iTRUSS HAS BEEN CHECKED FOq 1,O "F NON-CONCURRENT LIVF LOAD AND 0;00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16=8, UBC-94 'fOPCil0luiPRACINGQ2�oO,C UNLxSSIiiOlDLYS1iEATHEbhbbiTOMCtiORD- CONTINUbUSLYBRACED Q I O'0'O.C.UNLESS RIOiDLYSHEAT, IED, LATERALlilljiil 1 BRACING OF WED MEMBERS, WHERE PtQU1RED,,AREAS SHOWN ABOVE, FOIL t�pFE allr q� ADDITIONALpERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS COQ Q F RCQ'D) F:iIF .R Td?PI PUBLICATION HID-91 BRACING WOOD TRUSSES, t YG X COMM1')II'AiSY AIdD RECOMMENDATION, EXP. 91 ,� iVAkAYNBt 1'G1'ifj+tids(;Irt Illll'ruN(�It�rs runt I;LiIl11V(11'f',5 P1N Tlt15 ANI) �t�t'Tkst;' SlUlii Nlih(2kti (15L•' - - - baelUn Valid Inrubo only wllh MITek 006ctotc7ba daelUn lebasad onl>' upon polardolere ihown, end le for on Indlvlhdal CNi � ''''vi ��� bOlkilho dotapopipl to bo intlallort and (Oadtld vorticnlly, AppilaebllliV of daslan 00*610i olid propor lhdorpoiallop 01' �dl CAl1t� Go nponnnV le leapbp llblllly of bulldino doaipnor-not Ime doslpnoL Braclpu shown Iii 10 aoppoli of IndlV1661 woh Mornhdje Only,pddlnonal iemparnry biadpp to lnobro efnblllly dudiy conelrucllon fA 6io le0p0 n01hll1ly of lnn btecto}, till Addlltonol palydonont broclAy oliho ovarall It' 00 to Tho tbep0htllblllly nl ho bdbdlnU daelUnat, FqI UoaofalULIdad2o �' 1 $ 20� j 100i IOU tobllcnllon, 4U IIIq filrol,.1 oiapo do`hvo'ry, oroONOn, and brednp canauli 00T ae OheIKY Ofende'rd, OOO YII Brtlelna Spdb;IlaNloni end NIO•o1 ilsmal�nU inelelleito[i end Oraolnq'Rdoamirlond&tlon at'altabla Imm Truee TBK It1(iU5i1't85 IRCc ,plate.Insiillrin,0Q3 b 0noltto Drive, Madl,an, WI b3716 4Y�aWwvx^'t•� ri y-. r,V es....r'�.-ir r.,.y.rw,.lu-uMq!:+«w.v.,y.e..,•.!y+�w•-^u„w,uw u:.,�,wd-�m.w _.. t,.u,.. """r^1 t.� n�+.q 1 At 1 a� 1--- Cu tomer 6 1 ENNeTT -END (�AVOR (0101 1 9076 Wed Dec 12 11: 401,,22 120,0I P"O)ec,t. 8236EN Trulss 10 1-12GE -Farnily, 201 S an 121�1—1 p '10 GU,a n t 4 2 Top Patch 6/1 1 1. .11 1 - TROJAP 4CES-32 Vpr�2.01 93013/30/!9991 J 0-11-3'' 4-0-13, 8::1-10' i0;j1T3 4-0-13 4-0-13' 2 3X4 3 X4 n r! U 3 14-0 - 13 10,- 4-0-13 4-0-13 L HL TO PK: 4:6-9 R TO PK 4.6-9 SPAN: 151-�1-10 RZSEi 2-4-8 RIGHT , HEIGHT' O�4-2 UFT HEIGHT;O 4-2-� 1, - LOADING (PSF) i MAX STRESSES MINIMUM GRADE OFLUMBER ri L ' Q TOP CHORD:2X4 Noir.Btr PLATES: M20 220,190 G4 DF -L TOP Is 10 SOT CHORD:,2X4 No I&Eltr GR CF -L. BOTT 0 a LIL, . DEFL.Gild-0.00 -c L,�240' WEBS -, :2X4 STANDARD GR OF"L STIR INC .• LOMB 1 25 PLATE -m!,1.25. SPACING 24.0 in. o. REPETITIVE STRE;SES,USEO NO. OF'MiEMBEAS I cUSC 97-ICBOI,ANSI/TPX95 DEFLECTION(IN.) Lil.- O.oOmL-O;Mf.L-OJ)O! NOTES: (1) -Gable StUda spaced at :10 inchel,o..c. (2) -Brace vertical studs in accordeoce with standard aa6le end detail 7Continuouis I bear provided alonp�entiro bottom chard 3 1 Ing (3)-Continuous 141 -Provide 1)(4 Platen at,eaCh and 01: g0blis stud'unlossothorwise noted TRUSS CHECKED FOR SO W13,H WIND, ENCL.181-00., WALL 63t. 10 #T,'BL06. -AT, I, EXP. CAT. C. $8 11048) PSF oi.,'100,00 MI F.Rdloi OCCANLINE(ASCE7-9: THIS IS A PIGGY -BACK TRUSS, SEE STANDARD,DETAIL FOR CONNECTIONS AND,. BRACING ,TOP CHORD,BRACING @ 24- O;C, UNLESS RIGIDLY SHEATHED, BOTTOM rHOK0 C014T[NUOU.SLYBRACED @,10'0"O;C.,UNLESS RIGIDLY SHEATHED, LATERAL i.BRACING OFWEB'MEMBERS. WHERE REQUIRED; AREAS SHOWN ABOVE. FOP ADDITIONAL ,PERMANENT 'AND.TEMPORARY BRACING (WHICH IS ALWAYS REQ'D)'REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION4 6. FESSIO No, 7' HIS NJ) Pr )VAj?tijVC; - vvVy,jvs1gtt pa�aiovea. fold 91 -;AD NO rS 01 7' A Alj�j fSj.. S11)r BrMRt USE NO: ,C 9919 EXP' -3 Design valid (or use only with Mlfakoonnoctois. This design Is based only upon param'v: ) GhoWn, and Is for 60A�llvlaual I des ,ort pa'rani building componan.i, to be Installed and loaded Voillcally. ApplJoblilly of I oiorsand proper Incorprrhtlon of C IILI component Is responsibility of building designer - pot truss doslgnbr.'BraCing shown Is for lateral support lonlithatooponalbilliiof-thoijector, off laiiddhj OF Ui web members only.'Addiii onaliampothribroolngtolnoure'siabilltyduringdnn8trd Additional liamonnontbracIngaftha.overall structure lathe responolblliiy,ofi�koUlidino0ooloner- For abriera.1 gui6nco r ago r rdinglabd,cat)6n,,qualltycbnifol, storage, delivery, direction, and bracirif;,gil- I" (IST -08 duality Standard, 08- DEC 1 8 2001 0913rabing Specification, and 1119-91 Handling installation and, ProcIngl�V,.mmandation available from Truss Inc. plate Institute, 503 D'onairip Drive, Madison, WI 69718 `MITA IndusVies, .,I"f*ir'M�'�L'A15tF.Ev� +mR ._ _ ...-'�ew,;=. .+.,,. r4uamu✓:xn�.•�' -` ,y4 yfw 0,1019057 Customer I BENNETT-EtaDEAV,OR Wed Dec 12 `311 38:10.2001 i Project .,P B13GEN + Truss TO i C2 - (Family M .�specia'1' u Span 47,-5 Quantity k S 1 Top Pitch 8/12_' .Fleet cut �0-.5_-8 � � ,, " -Bot ALXP=32 Ver,2, 0, 91d 0/3043099) �( - I,' ;TROJAN PLATE OFFSETS IX•LEFL Y- OP)t H16-5,21, (118.3, 5;51, SOTT CH090,SPLICES( 113-0-3X6: 1-0 15-3'9-11-8 -8-8 4-6-8 5-3 1 - _ - -5-0 4-0 8-1-8 62-3 F47, 6 0 5-3 5-3; 4-'1-8 4-1-8 5-3 5-0 5XIO 1X4 5X10 5; 6 3X4, _. 3X4 4._ e 3X7 3X4, 9. 5X6 5X6 2 to' 17 16 5X10 15 1 4X6 to X4 3X4 144X8 3X5 13 ,A�� 3X4, 1X4 3�` nn 1 �v 1 A 5-A` 5� 7-r6-9 -13-8 '' . 18=9 ( 23-9 } 78-9 36-7 1- B 47- 5-3 c 4-1 8 L: 1-11- TO ''PK: 20"-1i' b INTERNAL RISE: 4=10-4 R: 'HL TO :Pk LEFT, HEIGHT: 0-4-2 SPAN: 47-6 RISE: 9-B=10 RIGhtT HEIGHT: 0-4-2 LOADING (PSF)) MAX yTRESSES MINIMUM GmADE OF LI,,rrMBFR PLATES: M20-220,'190 L D TOP 2-3-0.418 TOP CHORD LX4 No,'16CcriGp OF-L TOR'. 16 10 BOTT 13-140:661 BOT CHORp: r X4 o, 16Bt' GR OF-L. BOTT 0 B LL.DEFL.W14-0' 2O a L/240 WEBS :2X4 STANDARD GR OF-L. STR,INC:'' LIMB 1,25 PLATE ••^ 1.25 SPACING. ;_ `24,0 Sn', o, eUBC 97-IC80, ANS:,/TPI95 REPETITIVE STRESSES USED NO, OF MIrMESERS 'i DEFLECTION(IN.) LL- Oi60,D,L•o.23, ,,L-O,'.i3 REACT20NS,SIZE: f+ 245;5,80 1f--i3lb.,5,. ,19•-2243,5,50 I UPLIFTS IORIZ, '(LBS)! 10101 1}+B, MR= - LbAO dA-SEl df 7OP CHORD: ! 2- 1597 2-3+ 1953, 3-A-050 '., A-5+-1998, 5-6r-2320, :6.7•-2320 7-8+-2294, 8 9--3171 9-10-m-3360, '10-iii--3703, BOTTOM Q(41R0: f1 f2- 33711 12-53 3343, 13 14. 3070 14-15. 2639, M5 !6. 2693, 16-f7 l4DB, '17 18. 868, 1859•-769 19-20--1442. 20-1--1439 _ ' 1tEdW, 2-20- 72 '2-19--377. 3 l9--2364' 346-i 17i9' 4-18•-674, 4=17. 663, 5•!7•-365, ` + 15, 8-i4. 1372, .9 i4--330, _ 1250, . 6-16+-280, 7-f6. 357'}_'7-f9. 317,, 8-13' 103, 50".13•-273, ,10ri2- 42, B 15+-8 �ROVIGE 204 CONTI140bus BRACING AT BOTTOM CH6RD1NOT EXCEEDING 4' ox, oVER vhOPPED bOTTOH tHon6i AREAS WHERE CEJLINO IS NOT APPLIED. !� `TRUSS CHECKEU`FOn 66 A,P,H WINO, 0NCL;9LOG„ WALL HGT, 16 F" ; T,OLOGF CAT, Il'EXP. CAT: C,feff9�B1 PSF DLt�b0,00 MI1"FROM OCEANLINEIASCE7-9 TRUSS NAS BEEN CHECKED"FOR 10 PSR NON-C6NCURRENT'Lin LOAb AND 6,66 PSF OEAb LdAb GN BOTTOM CHORD PER TABLE 16-13, UBC=S4 TOF CFiOILD BRACINQ a 24" O.C, UNLBSS RIOIbLY SHEATHED, bOTTOM CNORb CONTINUOUSLY BRACEb Q 161010,Ci UNLESS moftVSHEATHCb ;LATERAL OF�SS%O BRACING OF WEB, MEMBERS.111111 REQUIRED, AREAS SHOWN ABOVE, FOR •"QN� ADDITIONAL PERMANENT AND TCMPORARV BRACINd;(WHICH 19 ALWAYS 4,. YG 1 REQ'D) REFER TO TP1 PUBLICATION HIM-91 BRACINO W0013TRUSSES ' COMMENT ANO RECOMMEN13ATION, WA11NING;w 1rtU;ydes IA-h rtul'rrrr, slrni prA,n Nbyws oN ruts,lNlz f evrwsr4 smninrl`t71; vsC * NO. C04 bbilphVolldto( ud6q lywith Mmikpodhottori, this doslgntobasadonlybpolioa(omolarsehown end 10oranIndivlduat EXB9.30-04 building componon))d be Idstallotl and loaded 4nH1611 j,Appllcabddy of design patamalois and pibPt Inootpotalloa of nompdpant le teepnnslbihitt of building dosigaot a Dol buss doilgnoh Bracing shnwh Is lot latera edppod 01.IndIVldUa) } Web mdinbdrs,onlll.AddlllonollompbiolybrndnglalnsuhtMobllltyadrfnaiohliruellanIsthoWniponeibglty,,]tsatnelOW n�= Addillonal permanonlbroclnq ai Ihh Duero' atruelUto is Ihd roepanslblllty nl Ihobbadinq deslgaar, Fnr gnnbtai quldanto � �dF CAl1�� n Ing 8' aallttulon ehd 111n•bi WondllPp Plelo nHhhe� 991hD;Onlblrlo brlvesMadlso0allfnHapsllao send Bbadnp geaominen� Iloh nvalltabto bannrJ, O80•_ _ v r �Trd.a �1 DEC 009 9B Ora 1 g P + - W(113719 5 MITok ind95MOsj inc, I Customer HENNETT-EIVpEAVOR 01A39056 Wecl l7ec 32 11: as 01:2001 Protect k B13BEN TrU55 ID spec'iel " Span. 47-5• OUantity ; 11 TOPiPitch : 6/12 Seat Cut ;" 0-5-8," - Got ':P"i'tch : 2,5/-12 ACES -32 Var.2.0,r1310 (3/30/1990) :_ TROJAN PLATE OFFSETS tX-LEFt Y! -TC 13): (y2=3,31s 1,16+5,21, 117'5.2), OIO.3;.31, 1113.3.,2), 1116.5;.21, 1-411 ' 5-6-9'1_ :13-6 1_ -9 4 ' '0 5-6-9 '4-154-6-8 5-3 5—O 5-0 5-3 A-1-8",4-1-8 5-3' r 5X1O 1X.4 5X10 3X4 - 3X4 4 e 3X4 3X4 3 5X6 5Xo 17 5X10 15 4X6 16 3X4. 3X44X8' 3X4 ''' 14 i13 i 11,. 3X4' J X4 �ki 1 5-6-9 11-8 13-6 _ ,1 — 23-9 28-9. 36-7-4 38 1 47-6 5-,6-9 _4-1 -6-8 " 5-3 5-0 5-0 7-10-4 1 5-3 ,5 4. 4 r r L. HL TO PK: 20-11-9 INTERNAL RISE: 4-10 K s-4 R: HL P 0-11-:9 LEFT HEIGHT; 0-4-2 SPAN: 47-6 RISE: 9-8=10 RIGHT HEIGHT: 0-4-2 LOADI114G (PSFL MAX-5TRE55E5 MINIMUM GRADE OF LUMBER' PLATE5:M20-2.20,190 L TOP 1-2-0.A59 TOP CH0RO:2X4 NO;.1Q8tn:GR OF -L ti TOP 16 10 BOTT'.13-14-0.692 BOT CHORD: 2X4 No.16Btr GR DF -L GOTT 0 8 LL.DEFL.@15-0.24 < L/240 WEBS` :2X4 STANDARD.GR'DF-L STR.INC LUMB 1.25 PLATE - 1.,25 SPACING.' 24.0 in. o.cUBC-97-ICBO,ANS14TPI95i.' REPETITIVE STRE5S-ES.USED NO, OF MEMBERS i .DEFLECTION(IN.) L:L- 0 24,a*L-0.27. T,L-0,50' .WEB: 2-19 TO BE 2X4 NO,IGBtr GR OF -L' REACTIONS. SI2E: 1-382, 5.50 11--1409.,5.50 20--2208. 5.50' -UPLIFTS ILBS): 1.362,11-3, HORIZ.. IILBSf: 1Fi101. . _. FORCES - LOAD CASE ii T_OP CHORO: 1-2. 2108, ;2 3--597 t 3-4--3790, 4-5-721121 '5-6--2785, 6-7--2785, 7-B--2628, 8-9m-3497. 9 10 3683 10-11-4012, BOTTOM CHORD 13 12- 3617, '12 13 3823 13-14-. 3365, 14-15. 2941 35-16. 2398, 1B 17. 1927 17-18-:1635, - - 18-19 546, �.19 20--1903 20-1--1899; ,1iE85 2-20- 2201,-2-194 2504 3-19--1161, 3-10-,3147. 4 18--565:. 4-17-'-328, 5-17--139;., 5;16- 1218 6 16.-260, 7.16r 594, 7-15. 514; ,9-15? 611 8 1 14. 505;; 9-14--324, r' 9-.13. 147, r"]0. '11:1 -5B. -E, 10-12- 39, ' r' ` , NOTE: P OVIOE FOR, 0.30 IP4,HORIZONTAL DISPLACEMENT AT:';ONf<BEARING R tROVIDE 214.4 CONTINUOUS.BRACING AT BOTTOM cHOnO NOT EXCEEOINB 4' O.C. OVEry DROPPED BOTTOM cf-i0R0 AREAS WHERE CEILING IS NOT APPLIED. TRUSS CHECKED FOR 80'�M.P.N.WIND' ENCL,BLDG.,WALL HG% 10 FT;BLOO, CAT, 1, 11 EXP. CAT, C, 10IS.6iB).PSP OL;300.00`MI FROM OCEANLINE(ASCE7-9: TRUSS HAS BEEN CHECKED FOR 16 PSF NON -CONCURRENT LIVE LOAD AND B.'00 PSF':DEAD LOAD ON BOTTOM ,CHORD OER TABLE 16-8, UDC -94 TOP CHORD BRACING Q 24" O,C, UNLESS RIGIDLY SHEATHED, 00770M CHORD' CONTINUOUSLY BRACED Q 10'0"0;C. UNLESSsRIGIDLY'SHEATHED., LATERAL �F BRACING OF WFD 6YtA1mWHERE REQUIRED, ARE AS SHOWN ABOVE. FOR Q ADDITIONAL i�MP r AIANENT AND TEORARY BRACING (WHICH IS ALWAYS�� Q /< REQD) rLfMi (0,T'1 PUBLICATION HIO -91 BRACING WOOD TRUSSES' IVitikt <IND ,+ ' 0)), r7c'IFC(t jtfl faulcrrtt`S oi1d JtG11 D NOir;; ON 7'H1S �t Np kGVlih$4 51 f)131iF.'� Oki lfSk Design valid for:use only ASIY NITek connectors, This de{Igrl Is based only upon parameters shown, and is loran Indlvfdual - 19 ! building component to be inafbllod and (oadod Vertically: Applicability of design poramolom and proper Ircorporotlon o! EXR 9-304X component is responsibility of building designer— not Well designer. Bracing shoWn is for lateral support of Individual ' web members only. Additional temporary bracing to insure stability during coInWhictlon is: the responsibility of the eradlor, Additional pormanont bfaeing of the overall structure le the rospoasibllity of the building designer. for gone:al guldanr.o � � �/ CNI%-'^ \p` tegoid.ng It brIcellon, quality control, storage, dolivory, oreclion, and bracing, consult OST -88 Quality Standard, OSI 4 OF CAI�tA�� 89 Brwing Srtieilloition( slid HID -91 Handling Installation and Bracing Recommendation available from Trues t plate Inslllaie;:d83 D'Onolrlo Drlvo, MedIson, WI 53710: Welk. InduSiTlBSr IRC. h C!� .++„Y4uamux+'�m•1RU.G.. 1, Customer BENNETT7F,PEAVOR 01019058Wea s Protect" tM Bi3BEN Fam Dec1: "1',S: Spec 11 2001 Tr:u55 ID C3, + :FamflY N speeia;l -c Span 47-6 Quantity i Tqp PS'tch 1 6/12 ,Seatcul �0-5-8 _. i _ ,.. ...._. Bot P itch a 2.5/12 _,.... ACES -32 Ve 12r0, Rid 13430/19001 _ :`,.... - ' 3i T80JAN PLATE[ s1ET9'. ;O:•LEFT, Q�TOP); I)2•3E31, I)5=5,'21"r 117.5,21, t)10.3,51r 1)13.3,21,�.I)16r5.2)., 1,110.3,21 q. 1-0 5-3 –8 8 4.6'=8 5-3 5-0 5� 0 —f 5-3' 4-1-842-3 47-6 1 0 1 6 3– 28-4 34-0 8-1- - – -1-8 5-3 5X1U 7X4 .5X10 5 6 7 3X4 3X4 i4. 8 3X4 3X4 g " 5X5 5X6 2 10` 16 17 5X10 15 4X616 3X4 3X4 T g 3X4 4 ,s `� 3X5 -8 1X4 ^� , 8 13-6 18-9 23-9 28-9 1 36-7-4 -$ 1� 47�–f_4 S=3 5-0 _ 5-0 7-10-4 1-6-4 5-3 4 4-1-8 "L. HL TO PK: 20-11 9; INTERNAL RISE' 4-10-4 R. HL TO,PK LEFT HEIGHT: 0-4-2 'SPAN: 47-8 RISE: -9-8-10 RIGHT HEIGHT: O--0-2 LOADING (PSE) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220-190 L O" TOP B-9-0.305 ;TOP CHORD:2X4 'No.1.&Str GR OF, TOP 15 10 BOTT 15-160.407 BOT CHORD: '2X4 No.1&Btr GR OF -L BOTT O 8 LL.DEFL;.016-0.03 L/240 'WEBS :,2X4 STANDARD ,GR OF -L STR.INC.: LOMB - 1,25 PLATE-. 1.25 SPACING :,'24.0 in;. o. cUBC 97'-ICBO,;ANSI/TPI95 REPETITIVE STRESSES'USED NO. OF MEMBERS - 1 OEFLECTIDNiINJ L.LF'"0,03,D.LT0,04,T.L-0.07. REACTIONS. SIZE, 1--205, 5.50 11-=064.5.'60 19--;W9; 5.50 14--1498, b;.$0 UPLIFTS ILBS) ' 1-77.11-713. HORIZ", (LOS): 1-101 'I ,FORCES -'LOAD CASE if TOP CHORD:: 1-2- 1162-3- 570', .3-4-576 , 4,5-m-073 5-6--1052, :'6-7--105? 7-8--706 , B 9. 574 9-10 44B. JO -11i--51 (- BOTTOM CHORD: 11 -112- 46 12-13-,40, 13-14--410. 114-115- 57, 15-16-:-.644, 16-17-106, 17-19. 526, _ SB f9�-920, 19-20-i-104, 20 1 -104; l REBS' 2 20-.71, 2-19 -419,:3 f9 --.1131r 3-18- llO1, 4-18--839, 9-17. 304, 5-17--123, 5-16. 369, 6-16 -250, 7-16- 571, 7-15--334,, '8-15. 649, 'a-14..r135B,9-14--394, g-13-.224, 10-13--454, 10-12-:73, PR O VIDE 2a4 CONTINUOUSBRACTNGLAj BOTTOM CHORD NOT EXCEEDING 4' 0';C. OVER OROPPEo BOTTOM CHORD AREAS WHERE CEILING IS NOT APPLIED. I TRUSS CHECKED FOR, 80 M.P.H MING, ENCI:.BLOG., WALL. HOT, 10 'FT, BLOC, .._CAT, I, EXP, CAT. C. SB (10+8) PSF OL,'100,00 MI. FROM OCEANLINE (ASCE]-9:. ! TRUSS HAS.SEEN CHECXEO FOR f01POP NONrCONCURRENT-LIVE LOAD AND 0-60,135F DEAD LOAD ON BOTTOM tHORO PER TABLE 18-0, U8C-94 .00CHORD BRACING Q 24" O,C, UNLESS RIGIDLY SHEATHEGyBOTTOM CHORD CONTINUOUSLY BRACED ©10'0.O.C. UNLESS RIGIDLY SHEATHED, LATERAL Q F BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE FOR'c0 ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS QS` REQ D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COM)VIENTARY,AND RECOMMENDATION, {{ ARNINCI 14)rJv design pi awnteldCt !,,I j1EAD NO4,S Q)V T1111"ANtl 1."I�F'hSG SfD4 b1i1 Cl�G7lS! .k NOi- OMI 0aeion valid for use only With MITek connectors;'Thls design Is based only open parameters shown, and is Jor sn indivigoal' FSU? 9-.9004 building component to be installed and losdod vertically. Applicability of ddslgn parameters and proper Ineerporstion of - compeneN,le 7oaponsibllity pl building designer -not Iruss designer, Bracing shown Is for lateral support of Individual Web members only. Additional temporary bracing to Insure stability during construction is the iasponsibliltyof the erector. Additional parmanont bracing of the overall structure is the responsibility of the building designer, F or gon(rol guidance �, OF CAL14 regarding lobdcallon,,qunNy control, storage, delivery, erection, and bracing, consult QST -88 Quality Stat ird, DS03 "..D U1 t so Bracing Specllicetion, and Hill -91 Handling installation: and Bracing Recommends Ilen evallable from Truer !. t �,1 Plata Institute, Sat 610notrlo Drive, Madlson; Wi 61719 MiTak:.induski©s, Inc. 71 010.1,90 9 Customer , ElEt4NeTT.-ENDEAVOR Wed Dec 12 1, 1:38t2B 2001` r ProjectN:-`813BEN Truss ID ; C4 'Family Nspecial Span 47-6 Quantity 6 Top Pitch ;, 6/1Z ,Seat c,Ut : 0.-5-8 - Bot pitch, 2.5/12 ; ACES -32 ver, 2, 0i elq:(3/30I]BOg) PLAYt OFFSETS IX LEFT, Y-TOPI: (12.3:3)t 115.5,"21. 117.5 2), i)f0.3,3), (113.3, 2)r 1116.5, 2), (119.3,2),. 1-5-3 0_t 1- 1 ,6 r — — — a- -8-6 4-6-8 5'-3 5-0 5 5-3 4-1-8 4 5X1Q 194 5X10 1r 7 3X4rf 3X6 4 5 3X4 3X4 s 6X6, 5X6' 2. 10 t7 506 is 4X6 3X4 3X4 4X6 t t • ;15 t t �. is _ 3X 4X5` fir.= ikt,��,��a 3stit 3. 1 ;n a-a_S1 18-9 g' 2B_9i 5 3,'t1` t '6, ) t 36-7-4 B 1 B 47-6 5-3 -8-8 4-6-8',, 5-3 5-0 5-0 7-10-4 1- 5-3 --L HL TO PK! INl'ERNAL RISEI'4-10-4 R.. HL TO PK :'20-11-9' LEFT HEIGHT: 0-4-2 q SPAk Ml RISE: 9-8=10 RIGHT HEIGHT: 0-4-2? LOADING P5F MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220;190 )_ D; TOP S-9;2643 1 TOP CH�•IORD!2X4, No:1&Btr GR DF -L TOP 16 10 BOTT i'zk 1.4311 80T CHORD: 2X4 NO A&Btr GR DF -L BOTT O B LL.DEFL.,CD35-6.16 < 'L/2d0 1VEBS :2X4 STANDARD GR DF -L' 5TR.INC,: LUMB 1.25 PLATE, ,9.45 SPpACING 11'24,0 1n. 0. CUBC 97-ICBO,ANSI/IPI95 ,REPETITIVE STRESSES USED NO, 'OF MEMBERS 1 BEFLECTION(IN ) L L-,0 1(I,0 Lr0 113 T.LA.3d" - REACTION5,bI2E 1 -ii72 s.SD !� !30{.5,90 1'4�-21S4,b,5O UPLIFTS (LDS). 1-17, 11-130, FORCEd = LOAD CASE fi TOP CHORO:. f 2•-3201, 2-3--28713. '3-4-=2385, 4-5-1793, 5=64-1567, 5-7•�l567+ 7-d•-785 , 8-9- 1667+ 9-10 1432,30 11- B92 BOTTOM CHORD: 33 f2--004, 12-13 1306, 014--i3oB .14,41!5-402. 15-30- 690; 16-17. 1600 '17-1C- 2179, id -19.2629, SS -20 2890 20-1-.2905 *1203f 2-20- 43,- 2-19--283. 3-19- SRO 3-f8--474, 4-18-"344 4�f7--961. 5-36. 2, 6-.16. 260, 7-16- 7197, 1-15#-730, 8-1s-1237, 8-14•-2231, 0-14•-410, 913•,-243, 10-13--501, ;d0-12- Bf, . ; r,j� MEd:d-34 BRACED 0l, 1/2 POINTS Ab BHOWN.ABOVE `` AOROViDE 2014 CONTINUOUS BhACIN(; AT BOTT64 CHORD NOT 6XCE4bING 4' b,C, bNER bROPPEO BOTTOM'CHORD AREAS HMERE ceiLINO ISNOT APPLIED, - TRBBS CHECKEp FOR BO N.P.N HIND. ENCL;i3L00„ WALL H6T, iO..Pt,KbtL CAT. Itjk0, CAT,: C, 18t101b) PSF DL;ibO.0d NI FROM bCEANLiNE(A5CO-8: iTRUBd HAS SEEN CHECKED FOR SO P5F NON-CONCQ,6A1NT LIVB LDAO AND 8:00 PSP DEAD LOAD.ON BOTTOM CHORD PER TABLE 16-8, UBC -94 'i0P CHORD BRACING � 2q O C fJNLES$ RiOiDLY SraEAT)iED, BOTTOAf C1IGRp (� �+�+ q p IN y CONTMUOUSLYBRACEDa1000CUNLESSMOIDLYSHEAT)1Eb.,LATEAA4 UGU'1'[1 ,I+�U1 Q BRACING QP WEB MEMBERS WHERE RCQUIRED, ARE AS'S11OWN ABOVE, POR 40 ES310M.. ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ D) REFER TO TPI PUBLICATION 1`1113 1 6RACINO WOOD TRUSSES 6 COMMENTARY AND RJlCOMMgNo4 ml �. (Vr)ltJJ1Nt+M��NIJa'rlettgrrltrYrillt)tlr't`{rlrtl(?1t1I)Ne) TG,3 rd'xK+ SrIJV))I?eftlaJ: MIX '17 PORNO„` OolYpntalldlorudAbhiyWlthMlTekconnAcforo;4ldadoe1p11661tado+ll�l;ionpa(nmolurtihoWjl,nhdlt'iotenMdivlcuol_ * NO. d0,49919 bullding Com onanlld be lne{ailod and loedndGarlfColly, Appllcobluryof + adipn piremMats and proper )a$di061411 ql EXP 9.30-N oI'll pononl ld ttepop- V d Eiulldmg doclpdor not rrree tlaergnor, Oiudnp ehdt4n It 707 ieiorel euppon of indMtluol web hlemhoii only, I bl, nal {dafperoiy 6rocing id Insole aietiltlly durinp gtlne{ruciion le rho teeponelEIIIIY of iht tiucrd . iu. GiVII P Add'ItIn.1 potme . 6rocind of 1ha overall elydtluro la rho )etponelbhlly bf Iho bU1161tlj, tloelgneh Fat Qdnmel puidanCo Iopaidlnp iebfiCaden, nllepty Cohfroi, eldtapo,;doiwtry, dtedllon, and bf6clnp� Cannuh O6T•66 Oueiliy BYandefd, bd0: O�t ���F'CAL1��a�\ 66 8ta61np 8pee01Cello.. end HiU•9i Nendrlap Mnetelldilon end BrACInp ReeoroMeptlailoh avallnbio;irom T{use Pleie lnellwfy bei O'onetrlo Oilve, llealeon; Wl 61710 Mai& InfIU6 eii Int. --E 01019060 - - - , CUs:tonner , BENNETT=ENDEAVOR Wed Dec 12'•11:38:-37 2001* Project *: 813BEN' Truss ID CIS Farnlly special Span 47-6 Quantity i 2 ,, Top Pitch i 6/12 Sean cut , "L 5-8, ! �; sot.pltch I 2,5/12 If t 3' 1 TROJAN PLATE OFFGET$r1X•LEF.T Y•70P # [)2 3 3,'415.5,21, 117.5,,2 , 1110.3,316- IS 13.3,,'21, 31 (16.5,1, I f9 ,2 1-0 .4,11.3-6 18-9 -g g_g - _1- -3 47-6 1 0 5=3: -8-8 4-6-8 5_3 5-0 ., 5-0 5�3. 4-i-8''4-1-8 " 5-3. f; ,_. 5X10` 10 5X10 ?` S E 7. 3X4 _ 3X4 4 B 3X4 3X4 9 5X6 5X6 i. ,6 ,., 10,. 'S 5X10 1e 3X4 3X4 064X6 yks 4 ;,s 0 3X!1 �x5.' rA-11±-R S-3 0-1111-8.113-6`18-9 23-9 28-9 " 36-7-4 381' 8 -7-6 7-10-4 1= 5-3 5-3 8-8 4-,6-8' 5-3 5-.0, 5-0, 4-1-8 r; L. HL TO PK:20-11-9 INTERNAL RISE: 4-10-p R. HL TO PK '20-11-9 LEFT HEIGHT:0-4-2 ? SPAN: 47-5 RISE: 9-8-10 RIGHT HRIGHT,'O 4-2 LOADING"' (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER' fLATES:M20-220,190 L D TOP 8-9-0.305 TOP CHORD:2X4 No 16Btr-GR OF -L TOP 16 10 BOTT 15-16-0.407 BOT CHORD: 2X4 No t i6:Btr• GR OF•=L BOTT 0' 8 LL:DEFL.1516-0.03 c.L/240"WEBS ' :,2X4 STANDARD: GR DF -L AEPETSC : LSTRESS1 25, PLATE 1 25 SPACING :' 24.0 'Sri. a, CUBr,t 97-ICBO, ANSI/TPI95 NO. OF MEMBERS.1 OEFLECTION;IIN,1 L,.L-o 0 03, D.,L-0.04, T;L 0µ0Z - REACT IONS. SIZE; 5--205,5.5D ill 254,5:50 19.-1379,5,5014--1498 ..:5,50 -, UPLIFTS (LBS) 1.77.11-78, HORIZ. (LBS); 1.101 FORCES LOADL CASE /1., TOP CHORD J-2-^116 , 2-3 570 3-4'--576 4-5--073 , 5-6-••1052. 6-7--1052, 7-86-705 , 0-9--.574 ,, 9-10- 448,_ 20 11•-51 - BOTTOM CHORD. 11-12. 46, 12-13 46, 13 14--450: 14 15. 67, S5 -IS. 644, 16 17-193. 17-18- 526, 18-19 -520, 19 20•-104, 20-3•-104, WEBS: 2-20. 71. 2-19--419, 3-19--1131, 3-18- 1101, 4-18--539, 4-17. 304, 5-17•-123. S-16- 359, 6.16. 260,: 7-16•571, 7-15•-334, 8-15• ;649, 8-14•-1358.' 9-14-•+394, 9-13� 224, 10-13•-454,', SO -12 -73, $PROVIDE 2rIM4 CONTINUOUS BRACING AT BOTTOM'CHORO; NOT EXCEEDING 4',O.C. OVER ,OROPPE9'BO7TOM CHORD ASEASL WHERE CEILING IS NOT APPLIED. TRUSS CHECKED FOR 80 M.P.H MIND, ENOL.BLOG„,KALL. ♦SGT, IO FT, BLDG', 'CAT, I,EXP, GAT,. C, 18 430+8) PSF OL, So0.00 ;MI FROM OCEANLINEIii TRUSS HRS BEEN CHECKED FOR 10 P,SF NON!CONCURIjENT LIVE LOAD AND 9.00 PSF BEAD LOAD -0N BOTTOM CHORD PER TABLE 'IB -B. UBC -94 TOP CHORD BRACING Q 24-O.C,!UNLESS RIGIDLY SHEATHED, BOTTOM CHORD '4 CONTINUOUSLY;BRACED Q, IO'0?O.C. UNLESS RIGIDLY SHEATHED::LATERAL BRACING OF WGB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE: FOR b ADDITIONAL PERMANENT AND TEMPORARY BRACINO'(WHICH IS ALWAYS Op Rr;2'D)REFER TOTPIPUBLICATION HI&QI BRACING WOODTRUSSES , nI� ��++ ii pp F. ' COMMENTARY AND RECOMMENDATION,. " W E4 ! U 2001 G YG 4VA4RNING - Vprifj�-d e$1 )II pcirfruuyxf•t nitlf 1tEAh NC?x13S t7N I'lld AAID fiCVEkMC SIDE 1JF,1?C ?E USE Design Valid for use only with MITek connectofe; This design Is based only upon poiamatats shown, and Is for in tndlvlAuol - NO. CM991 EXP bultding compommi to be Installed and loaded-lanlcally. Applicability of design parameters and proper Incwrpoiatlon at 9-3NA component Is rsspormlbllity of building Assignor - not truss dsolgneh Orating shown Is for lateral support Of individual Web members poly �Addbtonal temporary bractrI to insure stability during construction 1s thavo. e tseponalblllly of the aroctor, •� nA �/, ' Additional permammi,bracing ol, the overall structure is the fosponslbllily of. the building designer, For gonaial guldan'! I regarding fabdaatlon, quaiily conlml, ajorago, delivery, erection, and bracing, consult OST•85 0usllty Standard, 060• R'6- OFC \F� ' Bg:Oracing 6pecillcation, and:H18.91 Handling inslallstion and Orecing RocornmapdotIon Iona liable from Truss _ Ptele Indilule, 683 D'Onold brlve, Madison, WI 53719 MITek IRdUShYOSr m 010.19059-+ Cu5'tomer , BENNETT^ENDEAVOR Wetl Dec 12 12' 392 45 1200.3 1 Proyect:. * 823BEN T{^U5S iY t 31 ToP12�t,ch .i' 29/32 Span 1475-B Ouant]t. ,CES -38 Ver,2 O. Blgl3/3D/!.8961' "' '•T.FOJAN 2 12 14-5-8 7-2-12 7-2-12 30 2 3X4 in i, f 4 7-2-12 -er 7-2-12 � 1 L., HL TO kik: 14-9-41 LEFT iIEIGHT: 0=3-12 SPAN: 14"5-B RISE 3 9-14 RIGHT WEIGHT 33-14 LOADING .L(PSF) MAX,STRESSES MINIMUM GRADE OF LUMBER.; TOP CHORD. 2X4 No.']&Str PLAT,ES2M20-2?0.190 GR OF L TOP 10 GOT CHORD: 2X4 No.']&Btr GR DF L BOTT S LL . DEFL , @O"O`. 00' .4 L/240 ' WE05 : 21:�i' STANDARD GR OF -L STR.INC.': LUMS 1,25 PLATE 1,25 SPACING24,0 in, o, REPETITIVE STRESSES USED NO. OF MEMBERS 1 cUSC 97-ICBO;ANSI/TPI95 OEFLECTION(IN.) LqL-:0,00,O,L-0.00;T,L-oi00 .NOTES: (i)-Gable'studa apaced,at is, inches O.C. J (21' -Brace vert dal et6Ce in eccdrdoncD Muth standard 'gable end detail -: 131-cdntinboue bearing provltled,,alanb antire bottom chord. 14111 -Provide 1X4 plates: at each and of gable etud'.Unleon atherwise'ddted , TRUSS CHECKED FOR do ,H WIND, ENCL,BLDG..WALL HGT. ib FT. BLDG. CAT: I. EXP, CAT, C. IBtid+d) PBF OL,i0O.Od _Hf FROM OCEgNLSNEIA5CE7-9 RIGHT ENO VERTICAL IS NOT EXPOSED ' TO.PCHORD BRACINO'Q 74" OO, UNLESS R1GIbLY SIiEAtiikb, BOTTOM CHORD l' CONTINUOUSLY BRACED 1o'0"O.C, UNLESS RIGIDLY SHEATHED, LATERAL' BRACING dF QB MEMBERS, WI(ERB REQUIRED, ARE AS SHOWN AGO% FOR ADUITIONA1,pERMANGNT AND TEMPORARY PER BRACING (WHICH IS ALWAYS REQ'b) REFER PI;hUBLICATICIN Hit 91BRACING WOOD TRUSSES, LOh(MENT,ARYXZ ECOMME in 10N, tZOPESSlO Oft, � ,d itsthxrA » vdrrJV vjet1 )i �10(tl lefdra Nati IAN) �t 110"PI fxM xt.u�hsOVlir;11PPOOr: USV btR9.30 04 beilbo vaild W uib bnly with m1fak connibiofe, this dealon b bibed only upbn'perdmotare arok, and Is lot eh lndivlbual bulidin0 componool o bo Inelailed bnd Ibadad Whlcahy, *116611W of deelon pernmetom and piopbl Ipcorpordtlod al 1 --� Nee doYlpnar, Sroocino shown le lot iclal euppo Indlviduol ii oibupdm duel natToll Q OR FCA«' cbmpd,tanl pelbllit dol pl laepb' y o y o Wo6 membele on!y,:y dddlonai Ibmpomr braclnp lolneure a ebilll NM canetrucdon la the roa onelbllll of ihd brocior- n. 'lute Addlllogei otm8nbp(brechro bi Iho ovoroll stria Ie I to ro ti, an bji of thb bu0din0 T-66 ti Foy oenotoM ouldenco: � p lebrtcotlbh, cd etorboo, dblivory, oraclloni and btbclno,'ton6uh OSbBB Ouejlly eienderd, I1aB, t1 M � CI 9001 rooardlno qualify jirol, aD Braclgo epabhlbeflon, and Nib•011londllnp Ineiellallon and 0raelno fiebbmmd'ndalion ovallhble from Truai MIYok fndusideS, (n0. C _ U L Now (nelltute, full o'Unoltlo b Iva, Medlechi WI83fto Customer - BENNETT-E)4bEAVOR 01019083 Wed Oc 12 1,1: 40: 52 '2001, t Pro )ect N; B13BEN Truss ID HF Family k . r314 Spar] 47^6 Ou`antity ; Top Pitch` (5/32 ACES-32 VarG2,0, 13-2.0 8/30/]999) - �4,' TROJAN PLATE 'OFFSETS., (X LEFj.Y`Top)C IiIt, i1, O(2.3,2L.�)14.5,2L 1 6 3 x_12 6 X18 9 _ }23-9_ 128-9 35-0 41-3 _47-6 :5-0 5-0 6-3. 6-:3 _6-3 ' 5X6 3X4 5X1.0`', 4 s c 3X4 3x4 3 7' 3X4 3X4 a 4X6 4X6 1 9 14 13. 12 All 10 1X4` 3X4 5X10' 3X4 5X6 05 1X4 6-3'12-6 18-9 23-9 ,28-9" F: 37-6-4 1-3 _47-6. 6-3.„ 673 6-3, 5-0 5-0 8-9-4 9-8-12 6-3 L. HL TO. PK: 20-31=9 R HL TO. PK :.20-11-9 LEFT HEIGHT: 0-4-2 SPAN: 47-6 RISE, 9-8-10 RIGHT HEIGHT: O^4 .2 LOADING (PSE) :MAX STRESSES - 'MINIMUM GRADE OF LUMBER PLATES: M20-220,190 L D TOP 7 80.461 TOP CHORD,2X4 No,f6Btr GR OF ^L TOP 1fi 10 BOTT 12-130.496 BOT CHORD:2X4 No,1&Btr GR OF–L SPACING . '24.0 in, O CR OF–L REPETITIVE STRESSES,USED. NO, OF MEMBERS 1 P 95 BOTT O B LL.DEFL 1D15�0.07 < L/240 WEBS 2X4 STANDARD G X1,25 UBC 97–ICBO,ANSI DEFLECTION (LN.)LL,L- 0 07UMB 10.2E 0 O8,T.LE0,16 - EACTION% SIZE: 11202„5x50 9r-79,5,50""11--1910„5.50 ! !UPLIFTS (LBS): 9.24;... 'iHORIZ.:"..ILBSI: 1+101. 4. 7 ' , T r .FORCES ':EGAD CASE t1' : OP CHORD: 1 2--2747, 2-3--1714. 3 4=-12$9, 4-5-=3724, r6+-(004,6 7-- B6 77-8• 602 , B 9- 271. ' BOTTOM CHORD; 9 10--240, 10–ii-240 111-12. 89, 12-73. 703. 13-14. 1004,:14-15. 1533. 15–fE- 190E ,I 7-12-'870, 7-13--1686; B – f6-1- 1901, –11-2392. 8–f0- 78, 6-13e, 642, 6–l2•-507.. .� WEBS: 2-16- JB 2-15 A33, 3-15� 2136, 3-14 579. 4-14. 273 5-14. 258, 5-13-.ABB WEB: 3-14: 513;.'6-1..:. 7-1! BRACED at 1L2 POINTS AS` SHOWN, ABOVE CHECKED FOR 136 MAH ENCL.BLDG.,WALL HGT. f0,FT,.BLDG. CAT. I,EM CAT,;C,!8110+8) pSF OL,:100.00 MI'FROM. OCEANLINEfASCE7-9: TRUSS - , NOTE: BRACE NERTICAL STUDS IN ;ACCORDANCE WITH THE STANDARD GABLE !ENO DETAIL. CONN.:W/1X4 PLATES AT EACH END, TRUSS HAS BEEN CHECKED FOR IS PSF'NON-CONCU:3RENT LIVE LOAM AND B 00 PSF DEAD LOAD ON BOTTOM-CHORD PER TABLE 16-0, UBC–:94 TOP CHORD BRACING d 24" Q C: UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED ©10'0'O.C, UNLGSS RIGInLY SHEATHED: LATERAL BRACING'OF WEBMEMBERS,' WHERE REQUIRED, ARE AS SHOYIN ADOVE,'FOR EJ ADDITIONAL PERMANENT AND TEMPORARY BRACING (WIIICHiS ALWAYS.w- REQ'D)REFERTOTPIPU13LICATIONHIB•91BSIO� RACINGWOODTRUSSES OQR "Y COMMENTARY AND RECOMMENDATION. r 1 G 'iM ® Cq'AFiNINi Varifvrtd5l);tlllcrrAlnrdts'rsrurr114AtaNff7S(yNTI�1SrIND1(1>{rtatSFSj'9EIll ^thltl tISF r» _ u^NO 0049919 J EXP 9.30-04 Boston voiI la for use only With MITak connectoralTple design Is based only upon pata,nolora shown, and Is (or an ioclvidddl.. ,• • ' i building componentto bo losialled and loaded venlcally.ApplicsbIjii of design parameters end propor Incorporallon ot:' 1 comporlapt Is iosponalbility of bWlding designer-not truss designee Bracing shown Is for lateral support o(]ndlvidoa(. Ipf CMIL ��\P web MOMbare only�:Addltionat temporary bracing to insure etohillly during conetrucdon fs thgrosponsiblllty, oI the otoclor,. ��' •pp^�I■■{!!j"�"". Yr' ` OF_C/o Additional permanent bracing of Iho overall atrocture laths tesporialbllily of the bdildin7 dosloner. For gonoral guidance' regarding fabdcalion, quality control, slorago, dolNogr, mocilao, and bracing, consult OS'6811 Ouellty,Btandord, OSB. so Bracing Specification, and 1110-g1 Hondlipg ioslallalion.and Bracing Recommendation nVallablo from Truss Pieta inautute, 583 O'onolrlo Drive, Medisoni Vii 53719 , '. MiTek InduswPes, 10. f arM�P�•glnwr Rte!; M+. •� IE 03055470 I ThU Dec 20 03.39,133 200 t Customer BENNETT=ENDEAVOR I ,.rolect * 813SEN Truse•Ib ; His Family 10 314 1 t r 147x6 Ouontl;t,y ; 3 Top Pitch : 6/12 _. .. a ..... .: _1 TROJAN . ACES-92 .,2,o;,B20 (3/30/1CD9) i ' ,PLATE OFFSETS''IX•LEFT. Y-701`1' 1112.3, 31, 116.5,211 116.31 3i, (1 R-3, 0, 014 21. r IrO 13-9"12 2-9 8-9 - 1= - 4 B-9-12 -8-4 6=3 5-0 5-0 6-3 6-3-4 6-2-12 5X6 30 5X10 4; 6' 6 3X.4 3X4 s; 5X6. SX6 t ,e i 4X6' 0 4X6 _ 0 .. fa 1 , P 16 15 11 13 12 ` 11 10 } 3X6 4X5 7X6 4X5 7X6 4X5 3X6 11-3-4, S y i 1 g —0 t B 9 12 —6 4 6-3 '5-01 5-0 6-3 673"4 6-2-12 THE MODELING OF TRUSS TO CHECK LATERAL LOAD (DUE TO 4 TRANSFER OF SHEAR FORCE) SHALL BE REVIEWED 8 APPROVED BY QUALIFIED BLDG.,DESIGNER OR ARCHITECT, L HL, TO piC:20-1119 q. �{L TO, PK 20-11 9 I II LEFT HEIGHT: 0-4-2 .. SPAN: 47'x6 RISE: 9-8-10 NNRIGHT HEIGHT: 0�4I MINIMUM GRADE 2 r� TOP LOADING BOTTSI2E]3�053723 20T CHORD 2X6 ONo,I&GRrQFRLDFF LUMBER P�ATES;M20 220,19C BOTT O a LL.0 FL,@13-0,04 � L/240 WEBS 2X4 STANDARO'_GR OF, -L STR.INC,' LUMB 1,25 PLATE - 1,25 SPACING , 24.0 in. o. cUBC 97—ICBO.ANSI/TPI-_ 'f1 t'REPETITIVE STRESSES'.USED NO. OF MEMBERS"r 1 It "D EFLECTION:(IN,1 L.L- 0,04, O,L'•D 64,•0.99 _ 't uHORIZS (LB91: 1-6940` 9-1260,16-449, 191-0611,flD yO -2002, b,50 REACTIbNS,'SIZE`1•-!483,5,50 9 !4!0,6,50 !6•-1973,9 FORCES '7 LOAD CASE d11 •� .TDP cHORb+ 12- 79 2-3--596 ( 3-4,w-97777 ,t-6•-822 ,: 8-7•-984 , 7-8-9,99 , ' i BdTTOM CHORb 9-10 13--135_ f% 10 1i--05, ii-t26 697, 1 13. 979 f3 34 922, f4-i5. 533 0-10-=7f,� 7 16 f- 711 NE9S 2 ie•-1339, 2-19. 934 3-11111 63d, 3-14• 362 4-144 10], 5.1fA 204,. 5-f3•"•1, �' r ;6-33-' 92 , 6=12. 69,, 7-i2. 30, 7-11 380, 8-Sf• 1048, 0-0--!1251t, NEB 3-14; '4+f 4: 9-fd; 5-13; 6 131 6-i2: 7-12 &AdFd 6t :ij8 POINTS A5 SHOWN ASDVE TRUSS'CNECKED FOR p0 N,P,H NIHO, INCL,BLOb„ WALL NGT. i0 FT, BLOC, CAT. I;EXp, CAT, C. 11800+6) PSF BL, 100.00 'MI FROM OCEANLINEfA5CE7:=y TRUSS HAS BEEN CHECKED Fon !b PSF NON-dONCURRENT LIVE LOAD1. AND 8,00 PSR DEAD LOAb'ON BOTTOM CHORD 049 TA6 (fy;6, UnnBC-94. USS HAS BEEN CHcck'ED•FOn 9940 LBS ORAD FOnCE: 100L-1,33) OE.TKEEN JOINT i entl INT 0. JOU TR TOP CHORD BCINO`u 24� O.C, �iNLESS RIGIDLY SIIEATHGb, BOTTOM CHORb RA CONrINUDt151.� 13RACED © lo'0"O C UNUsS RIGIDLY SHEATHED,' LATERAL QMEMBERS,OF25510Aid! ADDITIONAL M 0.V.MANCNT AND TCMPGRARY BRAC NG (WIlICli 5 4LWAVk(I ftEQTf111C F-LR 1, U TPI FUhLICATION Nt6.91 BRACING IVOOD TRUSSES Q + COMMLt`TARTXttDRCCOMMENDATION. ^ +� tVA1tN1Na Verb' 11d0811 rru•ritndrevs and lil"11) iVY1l l:'S ON 1'1118 Akh 81 ' n3F'VbK t3k'FCT,u U,IL 6.3C1=f15 boolpn vhlld for uop Doty wllh MiTek cnhneclore; Thla doelpn is be6d only updil palomolore ehoNn and leior an Indiolduat bulldlnp colnponobi is ba Inetallbd and loodod yoplcolly, Applfcoblllty at doelpn peramotofp and ptbpar (acorporotloo of b¢mp Heol le taepbnflbllliy of bblldlnp ddefpndf not Italie dealp, or, brdetpo ebown Is lof letoral euppbd at lndtvlduhl a f�he FOR w¢b mombcre o¢ddtllonel lamparhry bradno to Inautn eiablitty durinp 5bitetrUcuon is Ilia toeponflbllby of tbb btact¢f, Ofi GA�� Adellloaal parmhahnl bfaclnp al Ilio bvorail eiiucluro id ilio raepanelblllly 61 Ilia bblldlnp daelpnor, Fot oonbrol oulddnbo Mir lopbldlnp InbdceltbP, ¢uellly Bdpirbl, elefapa, Joilvaty, aromlhn, and broolpp,bancup bsT+ds 011allty stendeld, bad. abld War Trbee 8p 9reelnp spebWlodlan, and Mlb•pj Nnndlfnp ladebetlon slid brdclnO.Roebmmendd(lon UYalf MITB{t'tndostries, Int. Pleio Inelltute, EB1 b'Onulrlo IIrWq Aledleop WI h1710 - - - 01019075- . Customer : BENNETT-ENOEAVOR We Cl Dee 12 � 1: 40: 15 •200,1 Ik I Pro1Bc't rY: Ef 33EN TrUSt: IO H2 Family , j 314 span A7-F3 Qt uanity i Top TRPJAN,l'. OFFSETS: (X-LEFT;Y�}TOP): Ij6~.5, 2jr 418.3; 3I. II 32.3;.21; 1114.5;:21, j' TOP GHOhp' SPLTCE,'6: 2-3-3X51 r —0 g — p_ 4 5-8-4 F 6-3 S-0; 5-0 6-3 1 6-3-4 f 6 2-42 ;c 5X6 3X4 5X10 A 5 8; ,i 3X4 3X4 3, 7 3X4 2 5X6 e+'': 4X6 4X6 9 18 1S 13 f 12 Yl. to 3X4 3X4 5X1140 3X4 5X6 3X4 3X4a, 6-5-12 12-6 T8-9 23_9 28-9 35—U `4 47-6 I' 15-9-12 5-8-4 + 6'-3— 5-0 5 6-3 '6 ri 1 6-2-12 LEFTLHETGHT O 412 'g' SPAN: 4 R HL TO PK :' 20-'11-9 e:.. 7-6 RISE: 9-e-10 RIGHT HEIGHT: 0-:4-2 LOADING (PSF), MAX`STRESSES MINIMUM GRADE OF LUMBER PLATES; M20-220i190 , L OO i TOP 1 2-0,i374 TOP CHORD: 2X4 ' No . &Btr GR DF-L TOP 16 10 BOTT '11-12;0.358 BOT CHORD: '2X4 No.1&Str GR OF-L 'BOTT 0 B LL.C1EFL.@13-6.04 < L/240 WEBS :2X4 STANDARD GR 01741- STIR F-LSTIR INC.: LUMB 1.25-PLATE �, 1 .25 SPAC2NG 24.0 in. o , '`c UBC 97-ICBO;. ANSI/TPI95 REPETITIVE STRESS USED O O4D7.Lp0.08 ND. OF MEMBERS 1 OEFLECTION(LN) 4,4-.0.04 REACT IONS• SIZE, 1--209, 5.50 S--134, 5:50'10-1443,5.901 36--1483, 5.50 UPLIFTS (LBS); 1.08.9.17, HORIZ. (LBS):1.477,- FORCES LOAD CASE #11 TOP CHORD; 1-2- !81 2.-3--895 , ?'3-4--1025, 4-50-916 , 5,-¢--SofB.._6-7--1D53, 7-B r9B9,.. -. BOTTOM CNORO' 8-9. 113 "- _ - 9-!0 ^136,10-11--136. ':7f-12-.BBS, 12-13� 941, 13-14- fO1B, 14-f5. 801, 15-ffi�-761 ' 16-1--161• - - WEBS 2- 16--.1385. 2-15- ,! 124 3-15--488, '3-14- 163; 4-14- 168, 5-14--219;:', 5••13-=,67, 6613-;168, 6-12- 34. �-12. 79; 7'11,-412, B. -11-i 1342, 8-10•-1345, '„ WEB 5-14; 5-13 BRACED at 1/2 POINTS AS:,SHOWN ABOVE` TRUSS CHECKED FOWAO :M.P.H WIND, ENCL.BLDgi LL HGT, 16'FT,BLO0i CAT. I, EXP, CAT; C,fe(10:8) PSF 01'100,00 NI FRO, OCEANLINE(ASCE7-9) „ ` TRUSS HAS SEEN CHECKEOTOR 10'PSF NON-CONCURRENT LIVE LOAD ANO 8,00 PSF DEAD LOAO�ON BOTTON>CHORD PEA TABLE 16-8, UBC-94 q TOP CHORD BRACING©7d" O.C,, UNLESS RIGIDLY SHEATH[D, BOTTOM CHORD CONTINUOUSLY BRACED ©10-0.O.C, UNLESS-IGIDLY SHEATHED, LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR i ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS,ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB.91 BRACING WOOD TRU$$F,S ENO COMMLNTARY AND; RECOMMEND NI, FV GF I pnY0111010a' and r6AQ N0P4S ON7'111Sr1NIJ R,5j'-RSESIbKBGH(7(,E USE NO: COg9919` Design Valla for Usa only W..o MITek iop0act ara, T h I a dosign Is basod only upo0 paremolars shown, and 1.Info-an Indlv[dust Exe"9-3o-04 building componeo(la be Installed and loads@ Vanlcally, Applicabip'y o1 design parameters and proper incorporation atcomponent Is rospons)bIlIfy of web romhats on y, Additional temporary bracing tduol o nt 1uo stability duruss designer, n g construcno tion Is n is the responsibiteral lity o1 thrt of e elrrector. -`- ,10 Additional parmanepJ bracing of the ovaraf) atrecfuro Is {ho raepopsibplly o(Iho building designer, For gnnofal gufdance. regarding fabrlcatlon quality control, storage, delivery, erection, and bra01n9, coneni t 051-00 Quality Standard, OSO• n 09, Bracing Specification, and HIO 01 Handling Installation and Bracing Recommendation available from Truss ;.O�. Plate 1na0o tute, 583 10nolrlo Drive, Madison, WI 53110 MoTek, Industries, DEC Ind. - a, v '' 01039079; Protomer 813BE'fT-ENDEAVOR Weq Cs ,c 12' 11; 401 39 2001 PrOjgC k. 'B.t3BEN Grass IO H3 Top ly 6/1 i '.Span OUant1'ty, E 31 Top Pitch 1'. 6/12 f •CE5-32 vcr 2,0, Bftl 13/30/1999)TROJAN PLATE OFFSETS (X•LEFTI:Y,JOP1. 16.5, 21, I1B�3, 31, •1112.3, 21, 1114.5,21, TOP C.f10R0 SPLICES', 2-3r3%61 X--i 5=4-12 12-6 18-9 (23-5+ + 28-9 _. 4+'-3-4 47-fi' • 5-4-12 7-1-4 6-3 5-0, 5-0 6-3 6-3-4 6-2-12. 5X5 3X4 5X10 4 5 11 3X4 3X4 3 7 3X45X6 B 2' 4X164X6 1 0 ; 1 16 5 14 13: 12 11•` 10 3X4 r. 3X4 5X10. 3X4 5X6 3X4 3X4 r-4 t2 12-6 I '18_ 9 _� 3- (28=9. ` .35-0 I 41'3-4 47-6 5-4 1? 7-1-94 a 6-3 '5,-0, 5-0 6-3 6-3-4 6-2=;1'L , i L.T HL To, fykl 20 - 11q R„ NL 70 PK 20-1 -9 LFHE'IG1iT1'O 4 2 SPAN ;47-6 RILp k= q-.S-10 RIGHT HEIGHT: OO'-4-2'O'-4-2'o BOTTLOAPINBIO (P,o3O Vlop 1-2-0,420 T OP SLLTT .14-11300404 1 L/240 WETSCHORO, MAX'sfRESSCS MINIMUM R2X4 ADE OSTANGARD' GR DF -VATS,::f420-220, 190''. STR.INC ,' LUMO 1.25 PLATE r' 1025 SPACING ' 24.0 'in o CUSC 97-ICBO,ANSI/TPI95 REPETITIVE STRESSES'.41SED NOr OF MEMBERS 1 DEFLECTIONIIN,1 LL- 0,04,OL•O,OS,T.L 0,09; REACTIONS;SIZ6'1--178,6+50 8•-131,5,50 10•-1581,5,50 SB•-1499,5,50 - UPLIFTS 0.0SI! 1.56:9.26; HWILZ, ',(LBS -10477 FORCES.- LOAD CASE 11 TOP CHDRb` f 2- 140 + ?-3--1159,; 3-4--7165, '4-5•••1045, 5 6--1113. 6-7•-1'124, 7-8=1032, 8.•9-" 197 + BbTTOM CHORD 94-10-174. 174, 10-11--174;11-12. 923, 12-113 1004, !3-id. 1ff3 14-19.• 1045, 18-Sb•�124, 12-55- f293, 3-M 343,' NE9S 2-W-1357. ©-i1,f1220, 10— 4154;. 5-53•-524, 15, 7-51--491, 4-, f22B, D-f0--f423, . 8413• 2314 6-52. 9„ 7-12� ! -7, �- w- 3 14• NEB 3-14; 5-914,; 9-13 BRACED tit 1/2 PSINTS AS.SHOHN ABOVE TRUSS CHECKED FUR 80 M,P.H WIND, ENCL.BLOO,, KALI HD*, 10 f T, BL00, CAT, 1. EXP, tAT, C, fB (1046) PSF' DL, 100,OO;MI• FROM' OmANLINE3ASCE7-81 *FUSS HkS.BEEy CHECKED FOR -50 pSF NO N-CONCURRCNT LIVE 'LOAD AkD D,bb PSFIOEAD LOAD ON BOTTDN CHORb'PER TABLE'S8-B, 5186-94 TOP C11010BRAC8J0 Q N- ad, UNLESS RWIDLY'5H8ATHED, BOTTOM CHORD CONTINUOUSLY BRACED 010'0"0.C, UNLESS RIGIDLY SHEATHED; LATERAL' BRACING OF WEB'MEMBERS, WHERE REQUIRED, AREAS SHOWN ABOVE. FOR, q� ADDS!ONAL PERMANENT AND TEMPORARY BRACING (WHI�t I IS I LWAYS OQ REQ'D) REfCR TO TPI PUBLICATION HIp 95 BRACING WOOD TRUSSL3 COMMENTARY AND RECOMMENDATION, YG 01039080 J. Customer^ BENNETT-ENDEAVOR Weo OeC 12 11, 40: 45 20014 f S Bn. 47.:0" Quantity. 1 Top P2 N : •6/1 ..,.. p Fop Pitch : 6/12 Protect M; 6138EN Truss ID H4 ACES -32 Von,2 O; BI413/30/1000) - �.� TROJAN PLATE.OFFSETS IX.L&T Y -10R)> il2.3g3I. 116`?,21., I)'8.3,31,'1)12.3,21.:!)74.5,2), ` 1-� 7-5-4 X12-6 18-9 23-9 28-9 35-0 41-3-4 } 4,Z F_� - 6-3' S-0 5-0 6-.3 6-3-4 6-2-12, 7-5-4-A 5-0. i2 5X6 3X4 5X1.0 3X4 - 3X4 � 7 5X8 5X6 z e 06 4X96 t 1ts 15 14 is 12':` ti 10, "3X4 3X4 5X10 30 5X6 3X4 U4 n 7-5=4 X12-6 118-^o 1.23-9 28-9- 135-0 T 41-3-4 1.47-5 y 7-5"-4 5-0-12 ,-3 5-0 S -Q 6-3 6-3-4 6-2-12 ,L.'HL TO PK:20-11-9 R. HL TO PK 20-.11-9 ' LEFT HEIGHT: 0-4-2 SPAN: 47-5 RISE -Ib -8-10 RIGHT ,HEIGHT: 0-4-2' LOAIJING (PSF) MAX STRESSES MINIMUM GRADE, OF LUMDER PLATES:M20-220,190 L' D TOP 1-2-0.359 TOP CHORO:2X4 No,I&Str GR OF L' TOP 16. 30 BATT 11-12-0.356 BOT CHORD:2X4 No.TrStr GR OF -L BOTT 0" B LL.OEFI-0113.0:-03 < L/240 WEBS :2X4STANDARD,GR OF—L STR INC.: 'LUMB 1:25 PLATE :- '1.25. •SPACING • 24.0 imB . o. &UBC 97-SCO:A ,NSI/TPIS. REPETITIVE STRESSES•USED" NO, OF MEMBERS ,- I DEFLECTION(IN.) L.L- O.O3,O.L-0:;O4,T.L-O'p07' REACTIONS, SIZE• 1--235,.5 50 9-=139, 5.50 fO--1434; 5.50 16--3479, 3.5 HORI2. lLB9I: UPLIFTS (LBS): 1-57, 9.5 1 -SOI. L ' • - „ FCE5-LOAD'CASE i7 OR TOP CHORD: 1-2- 169., 2-3--708 ,'.31-0+1969 i 4-5--865 , 5-6•-980 B-7--1024, 7-0--871 8-9- 140. - BOTTOM CHORD:; 9 l0--124 10-11-i-124. 11-12- 866, 12-13-,914, 13-14. 980, 14-15-'703; 15-116--750, 16-1--750, WEBSt 2-16--1380. 2-15- 1063. 3-15--541, 3-146 231, 4-1.4- l43, . 5-14--245, 5-13--44, 'v 6=13!- 140, 6-.12- iA3, 7-112 - 56, 7^31-<398, 8-31- 11110; 8-10--1316. WEB 5-14; 5-13 BRACED at 1/2 POINTE, AS SHOWN ABOVE TRUSS� CHECKEB,.FOR ,BO f{:.P H WINO;', ENCL,BLDG„ HALL �HGT. 10 FT, BLDG. CAT., I, EkP..LAT. C,: 18 (10+8), . PSF DL. 300, 00 'MI FROM OCEANLINE (ASCE7-9:. TlgUSS HAS BEEN CHECKED -.FOR 10 PSF NON -CONCURRENT' LIVE LOAO,'AND B.Op PSF DEAD LOAD ON: BOTTOM CHORD PER ';TABLE 16-8, UBC -94 TOP CHORD BRACING © 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD t CONTINUOUSLY,BRACED ®10'0.O.C, UNLESS;RIGIDLY SNL•ATHED, :LATERAL DRAW,, OF. WEB MEMBERS, WHERE REQUIRED; ARE AS SHOWN, ABOVE, FOR' ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS RO SSIO REQ'D) REFER TO TPI PUBLICATION HID -'91 BRACING WOOD TRUSSES' ��Q COMMENTARY.AND )LECOMMENDATION, Q NO, t; C4 '(F�i tNINC;'• l�!rl(v �le:si ll l}�II'dllTctrt;t orrd /iGADa07'9$-ON'rals3iNL)Itl t?CRS�$ll)] 11I,FOlt( UST M��C��19 t Design Valid for use only who MITek`conneetafa, Tnls design le based Dory u 1 Paramelors shown, an r� lo"an indhidubl - EXP 9-113044? ( building component to be Installed and loaded yertlealiy, APplicabtilly of d0e190paramotars and proper incorporation of y �, `. '�, p• componant Is tospolvabglly of building designer not truss designer, Breoing shown is for lateral ouppoe-of Individual ` web mombers only Pddltlonal temporary bracing to Insure slsbllity during conslructlon Is the tospora,00 of the erector,. Additional permanant.bracing of the.overali structure Is the responsibility of the building designer. For idr orol guidance rogateling (abtivallon, quality control, storage, delivery, eroonon, and bracing, copsuit OST -88 Aualivi iitsndard, DSO. y 89 Bracing Specification, and 1 iIB•S/ Handling Indsllaiton and Bracing Reaommbndolfon available Irom Tfuea �1 DEC C �' Z�O' Plate Institute, 893 9'onofrfo i .Ivo, Madison, W153718 MiTek industries, Inc. u Comer I BEdNNETT-ENDEAVOR 01019082,' , Wed Dec 12,'11: 4.1:` 00 2001 1 a Project 01,Sl3BEN'• Truss 10 H5, F&MII # 314 r Span A7-6 Ouantzty r2 Top Pitch ; 6/32 4CES-32 Var,2, O, Bla f3/30/.19801If7ROJAN' F , ( -5, 2j,illB•3;'31, t112.3„21, 1114.5,21,, PLATE OFFSETS IS•LEFT Y�iOPII 1123 3i n16. , 1-0 7-5-4 _ _ _ - -,3"4 44-6 '7-5r4 1 7-9-8- -6-4 5-0 5-0 673 6-3-4 6 e-12 5X6 3X4 5X10 s t5 f _ 3X4 3 3X4 5X6 { 2 �• 5X6 'tI 06 1 \� 13 41 tp 1X4 3} 5X 0: 3X4 5X6 394 3X4 i 1- -1 8-9. 3-9' i28`- X35-0 41'=3-4 47-6 7-5-4 7-9-8 -6-4 5-0,;'' S-U” 6-3 6-3-4 6-2-,12 t L: HL TO Pk: 2011-9 R. 'HL TO PK It 20-11-0 LEFT HEIGHT: 0-4-21SPAN:' 47-6 RISE: 9-B 10 RIGHT HEIGHT! O-d-2 LO+. ING. PSF MAX STRESSES MINIMUM GRADE OF LUMBER LATE5,M20-2206190, L D TOP 2-3-0 550 TOP CHORD 12X4 Na,1&Btr `GR OF PL TOP36 10 ,BOTT 15-16-10,4!6 BOT.CHOROf2X4 No.!&Btr GR OF-L SOTT, t;. 1-/2401 WEBS ..2X4 STANDARD GR OF-L G 9TR.INC • LUMB I:25 PLATE +• 1.25 SPACING • 24.0 ,in, o. cUBC97-ICBO;ANSI/TPI95 E R REPTITIVE D R STRESSES USENO. OF MEMBES '- 1 DEFLECTION fIN 1 L,L- 0.02.DSL 0 02 T,L 0.05 REACTIONS, SIZE 1•-508.5,60 9m: 19T 5.50 10�=1f07, 5,5D 15•-f496, 5u50 UPLIFTS .ILBSJ t 1-36,''9.5, HORIZ, (LOS ,1.101 - FORCES LOAD CASE %! TOP CHORD, 1-2. 421 , 2=3. 155 3 4--207 , 4-5--185 + 5-6--453 + 6-7-4013: 7-8--667 , a-9.'`!02 t DO,TOM CHORD: 1"!?-: 996; 12-13. 641, 19-14. 463, f4-f5--136; 15-26- 374, 16-1. 374, WEBS 2-i6-:120, '2 55--566; 34156-1158, 3-14.773o 4-14--100. 6-i4--572,. E t3E 246 6r13--188, 0712- l4B, 7-12•-70, y-1S•-244, 6-11. 768_ 6=10--IDD9, '1 NEB 94i 6; 3=55 -4-f.f} U-!'AR, B f3: 742 DRACEO ok !/2 POINTS AS SHOWN ABOVE I TRUSS CHECKED 00R e0: M,P,H WIND, ENCLOLOG., WALL HOT + 10 FT' BLDG, CAT, I; am CA{'T, C; SB 116401 PSF DL, tOO' 00 .MI FROM 6CEANLINEIASCE7.93 TRUSS HAS SEEN CHECKED F11n,,W PSF NON-CONCURRENT LIVE LOAD Aho O,Oo PSF DEAD LDAD;ON 90i10M CHORD PER TABLE ,f6-B, UBC-94 TOP CHORE) BRACING '124'0.C, UNL'SS ItI01DLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED a 10'0"O.C. UNLESS RIGIDLY SHEATHED, LATERAL BRACING OF WED MFMEERS. WHERE REQUIRED, ARE AS SITOWN ABOVE. FOR ° , - ADDITIONAL PERMANENT AND TEMPORARY BRACING (WI (ICN IS ALWAYS Q Q E p I READ) REFER TOTPI PUBLICATION IHB•91 BRACING WOOD TRUSSES L COMMENTARY AND RECOMMENDATION, Y, 1 Iva.1ic.1r41t rzlrsfrllrrrcr. r111r1 Rt rit3 r� 7` 1G1 Aril) ffl t � 1. ibt,AVP6 EXP9 _ 19 IYw? I06h, ' t � � �� � rr.. �. hr; tl�ts = � fE04 - �, D"" ""'dfotueuonlywhhhliTekconnnalartl,:Thlodoulpntob6iodonlybponpnramold{eAQa 6, find 19 fordn.nfdlvl8ubl , t , buIIJInO eam'an0111Ib be Inelallad elld loaded �drlipdh�, Appdcatitlllp of da11Qp parantelare and ptdper Indnipbreildn bI: �f CiNi�. ,•. i' camponanl ttl roepbnolblllty al bi1ldltlp daolpner-not lfdee tiedlpnori bra' dog chowd le for Wool WOO of Indlvldo6l, +f I, webinomboradAlp;hddplandljampardrybtaaln0toInauraetab1111, durpl0aanetidetiabNIboioapanal bibiyotthoaroblbt, ty, Ci�.cA�\�d� Addllltlnal por,doNmtil brecibp dI Ihd o4crall alrilplurotsl6o icepbnalblilty of 1 bMIN daelpn'r, at piraral pbidahco � repbIdlnp rdbrlcfilibp Snain.6pid,�, aualll� cdiltro6 ottlrapc, dailvary, a{oallbn, end braalna, adnablt 09Y8a Od'ellly 6ibbderd, 066+ li t9 IlaelloB,dnd Htb•6t Hendlldp Ineielle116 entl Drieln0 Rate andbtfon uvallabla tram Tdie i PIp(e lAolllulo.6810'Onolrio ritivd, Mediedii� W1617111- MiTBk IndusiTies I&L DEC 1.8 2001 010190,51 Cuwtomer BENNF-TT-GND.EAvb.R Wed,' Dec 12 11: 3Ei:'46 2001; t Project M 'S33BEN Truss ID C7 Family 00.,, r special Spain 47.-6 Ouanti y 3 Top' P1tcJ, G/12 Sear. cut 0-5-8 Bot plte)n; , 2.3719 Jt; ACF5-3,3 -Vei. P,0,020(3430/1999) 'u +�• �} TROJAN PLATE OFFSETS (%-LEF,T,Y-TOP).,If9-3,3i, if'f2 3, lir If )4�5, 2i. Ii 4J e I. 5-5 0-10 (16-3 119-9 i23-9 .28-9 X35-0 139-9-�. 4�,_ 7-6 T O `-5-5 5-5 5-5 2-6 5-0 5-0 673 4-5-4 7-8-12 5X6 1X4, eiXb ' h S 6 T! 15 1X4 3X4 3X84 3X4 2 4 4X6 14 4X8 1 15 SX10 (� 10 3X4 - ,? 31"5 rd 72 11 3ahl 5X6, 3X4 t -f. r 'aa- _•' 1a-d-a r i ; 5 10-10 1Y 6-3 1 23-9 r1_ 32 0-8' 39-9-4 j 47 -5 5-5 5 5, 7-68-3-8 7-8-12' 7-8-12. tl 'L, HL TO PN: 20-11-9 INTERNAI. RISE 3-3-8 R. HL TO PK 2)2A-11'-9 LEFT NE16HT::0-4-2. SPAN:: 47-6 RISE: 9-�8-iO RIGHT HEIGHT:O-.d-2._. LOADING, (PSF MAX STRESSES MINIMUM GRADE QF LUMBER PLRTES:M20-220+ISO k L TOP. 7-8-0,388" TOP CHORD,.2X4 NC,16Btr GR DF-L TOP SG 10 'BOT 1-14 BOT CHORD: 2X4 No,16Btr- GR DFL BDT7 O B ILL, DC L/240 WEBS :2X4 STANDARD GR DF-L STR.INC,' LUMB 1 .?5.PLATE = 1„25 SPACING ' 24,0 1r 0, CUBO_ 97-ICBO,ANSI/TP295 RE;-IETITIVE: SIRES^.ES USED NO. OF tNL�MBERS �- DEFLECTION(IN.) L.L• 0.04, 0,, 0,04, T.L•0,00 _ I REACTIONS SIZE' f-s=83, 5c50 10•-329, Yjgi50 12-=1809, 3,80 16--11045'i15.90' %IFT9'(LB91 fa-32, 10.73,. - - - HORIZ� (LOS), i-101 FORCES - LOAD CASE. if TOP CHORD': 1-2. 321 , 2 3--927x, 3-4 -906 ; 4-5--9bB i 9-6--302 , 6-7-i-302 , T-O. 500 ,. B-9-13 , 9-104-13, 'BOTTOM CHORD' fO-Si• 12, j1 f2 -323; i2-13•^318, 13-14. 572, 14-15. 047 16-16--290, 16-1-•0090,, WEBS 2-16--999, 2 i5-:'1120 3.15--264, 3-14--21, 4-14--21 I. 5-14. 651, 5-f3--473; Or.73•-260. 1-i3. 708, 7^f2• 1278,. B-f2--900,. 0-11- 993, 9-f1•-3f9 -0;1L bRACED et i/4 POINTS AS SItOWN ABOVE �CpRO\tIO. 2M4 CONTINUOUS BFACIND AT OdhaM CHORD NbT L`XCEkbINS, 4` O,C. OVER ,OROPPEI7 BOTTOM CHORD AREAS WHERE CEILING ;IS NBY APPLIED, T9UC§r CHECWED FOR BO(N b,H•'WIND, FNCL,BLOG.,WALL RqT, i0 FT, SLOG, CAT, I,EkP. 1 CAT C id( 048) 05F OL,iOb,00 MI FROM 6CEANLINE(ASCE7-8: i TRUSS HAS bkjol CNEC�SO FOA f0 PAF NON-CONCURAENT LIVE LOAD AND M bb PAF DEAD'LOAD ON bb1'TOM CHORD PER TABLE ie-91 UBG-94 TOP CHORD bt ACINO Q W O . UNLESS hiGIDLY'SHEATHBI), BOTTOM _CHORD . CONTINUOUSLY BRACED n Itl'0"O.C, UNLESS RIGIDLY 51iEATNFCp LATERAL /ii-o BRACING OF•WE9 MEMBERS, WHERE, REQUIRED, AREAS SHOWN ABOVE, FOR / ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS Q� f� REQ'p) REFER TOTPIPUBLICATION HIR-91BRACINOWOOD TRUSS99 Q� ¢ COMMENTARY:AND KEC0MMI1NIIATIW � I N'hhNINO �) .plj1'(Iext rt)irlrtltiY.>Irlt�trHrlJtRA A'UT/'$ 0J 1115 tr1A10 ktA1 ira SI/7Ca1 �'t71h;qs w �.N !19 [ Udel4u;'oildioiueonniyWhhMlTe4cannocion,Thadoai�nloba6ednniyupodparamaiereahown,an8lalofntllndivli>Ilol ��p9-`�'� I UuOdInE bompdPid to bi Inpinned end Ioadod Uafilcdlly, Applldob111VY oY doolpfi pdramdton end piopdt InddranieUoii of aompongAlid(nepdnelnlplVp(bulldlnBaoelpnel-pollruedoelpnohGracingehownle,)drfoidrdledppntlo�Indlvlduol �, �Ni4 �>;,, Aw1dda0dbdIUrmPcnmebP�nerr±mohjaot biuhcdlnbolIhpdoomvrptboltj heulnUpdldofldnpaufrub:ilfnobi1plltynidlUbdnby obo1h1hoohUhcdYlodnllel dlheoal?oanoepro, nkio'1t 6II1111n1ad)o1'lhtleuoldioncnlcdo dlroddnedlY Ott-boOdeii)y9lendird,BOB- front r, '• • ld �flr �F �A1.�� iD j. BOB• a, 198rod1no6'ppnllldellon,ihdNlO.0lHaridlfnBldYlniiallnn`endOribinofiecnMmendolln,a5andh(ofrontTOM ,• � p1�lUineifiu)e, hno O'bnRlrlobijva, M.d edn, WY 531JO MilB{I lndushlBiSt inO: j r. .....,.-...,.:M +vv.v..,r�,... ,p,•,r �..v wyc-,.• u.,.w,w.. ...r.�,.�u,uw.w+,,;,.,.r , •..,..• rywmgg.,.a,.s.,•�w.M-`�'--- -a=-t ,s,;._T•.:r'""r V`"...,•,,.,.yw,w.-..v+a-.-rwu-S;euRawc...,.,:.J.'*t..r,...._ ;}1 { P1019070 ) Customs{' BENNETTr•ENOE`AVOR wed Dec 1:2�,, 11: 391 49 200,1 Project M '813SEN Truss ID F� Family * 105 1 Sparc 15,x,6 , OUaFlt i'ty 1 Top Pitch2.5,12 - - _TROJANII. ACES -32 vara O;•D3tl t3/30(A 9991 - 2^5-13 10-3 1j-6 2-6x13. 7=8-3 04 . 4.. ,l 3X4.. 3X4 3X4 5 s. z 6 7 1 + 3X4 2-5 13 1P.-3 15-6 2-6"13 7-8-3. 5-3 LELHET: SPAN: 15-6 RISE{ 3 -Bb` OIGH1p6512 R. HL TO PK 4 . 5 4 FT RIGHT HETGHT '2 7 16 LOADING PSF) MAX STRESSES MINIMUTA GRADE OF LUMBER; LATES,M20-220,190 L IO TOP 2-3-0 ,427 TOP CI+AORD; 2X4 No'-.1;Str GR DF' -L' TOP 16 10 BO I T 7-1;2: 387 BOT CHORD: 2X4 No ; i&Etr, GPc DF -L BOT 0 8 LL.DEFL,00.01 c'L/240: WEBS 2X4 ,STANDARDGC7.OF-L `STR.INC LUMB 1:25 PLATE - EMBER1;;,25 - SPACING ` &C, iF1. o. .cOeC ,97-ICBO, ANSI[TPI95, I REPETITIVE STRESSES:USEO NO. OF MS A 1 DEFLECTION(IN,f L,LE 0.9%,D,L 0.01,T L 0`.02 REACTIONS, SIZE 16-517,5.50 0- 517. 5,50' UPLIFTS (LBS) iM7,6•B 71 'HORIZ. .ILBS); 1,-48, _. FORCES.- LOAD CASE /1 TOP C!i0R0: 1-2-r498 2.-3 697 - 3-A� 526 �4-5F-526 5-6•-476 _ BOTTOM CWEBS: 2-0--:663, / 3-B 232 ,?! 3 7--71. 4-7--118, 5-7. 567, TRUSS CHECKED FOR 00 NiP.H WIND ENCL. SLOG., WALL HOT, '10 FTi BLOD, CAT, Ii,EXP, CAT, C,'18(1046) PSF DLI 100.00`HI FROM',OCEANLINE(ASCE7-9; BDTH END VERTICALS ARE NOT EXPOSED ' NOTE: BRACE VERTICAL 5?JDS IN�ACCORDANCE WITH THE STANDARD GABLE ENO OETAaI ,CONN..W/1X4 PLATES AT"EACH END.: I TRUSS HAS BEEN CHECKED FOR '10 PSF NON- N D v 8, UBC -94 `... ONCURRE T'LIVE LOAD AND 6.00 PSF FAD" OAD.,ON BOTTOM.CHORO PER TABLE 18 9 TOP CHORD BRACING ©14" O,C, UNLESS III GIDLY SHEATHED. BOTTOM CHORD COI TINUOUSLY BRACED Q 10'0"O,C. UNLESS RIGIDLY SHEATHED, LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE, FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALVIAYS. REQD) kBF'ER TO,YPI PUBLICA710N HIB -9) BRACING WOOD TRUSSES 1 r. ENDATION.`O�f CC ."-vtENTARY AND R_COMM, �Q , A WARN1NO « verifiy 40wNit t>utauletens oriel R&III) INOPr$,-ON 7V (I.S r)tJt) IPrtt,Ct2Sj� NO. C049919 Design valld for use only witti wrok oonneefoniAhls enoslgnto based only upopa)amolers shown, andle'for an Indhildual P 9'30434 bulltlipg comporant in be Inmolldd and loadsd yorllcalfy, Appilcablllly al daolgn parameters and propor fncorporatlan of ' component is redpaasibillly of building doalgner— not truss dpsiggor. Gracing shown Is tot Iatefol supootl o/ (nd,vldual �%' civil_ wab mpmbon only,.Addlllonaltemporary hrooing to lneuro slabglty during conetrucllon le tho rosponslblllly of t4e etaclOn Additional permabont bracing at (ho overall shuclure Is the responsibility, of the building designer, For gbnoral guidance regarding fabrication, quality central, storage, delivery, ofactlon, and broWng, consult OST -88 Qodf lty Standard, D:to.N1 , , U G S9,Braeinp Speellieallan, and L,16.01 Handling Inalillaiion and Bneidg Raeommondet(on avalleblo Imm Trues Plato tnallme, 683 D'OnefrloaDrive, Madlaon, W163T10 iVI k IRCiUSif105, IDC. ` - 0105546r3 jiThU ,Dec 2 S `03; 39: 16 2005 . Customer EEWNrTT-CNDCAVOR Truss, Ip ; e.7F' Family d � specsnl ,Protect xM 413BBEN '.,y , To P.Itch Sean ; :j .. Ouant3:ty x P 2 Seat Gut P _ BOt itch TROJAN 'ACES-32 Var-.2.0, 610 t3/30/f0991 c, .PLATE OFFSETS, lK-LEFT,Y-TOP)(j12�3,21 (Sld•5.21, r 16-3 1.8--A 9 35-0 F39-9-d r 47-6 1 5-5 5-5 5-5 2-6 5-0 5-0 6.-3 5X6 10; 5X6 17 X4 S 4 30 3X4 1X4 9 r /' z . X51 10 r LOW"`� 3 4 v 31X6 3X4 10-10 16-3 47-fi__�n l F S-5 5-57 -1r5-5 F 7-6 8=3-6 7-8-12., . 7-8-12 , a TO PK: 20-11-l3 INTERNAL RISE- 3-3-8' R. ML TO.; PK 20-11-9 L• HLi_ PLATES:'M20-2? IC LEFT ,HEIGHT: 0-0-3 SPAN: 47-15 RISE: 9 4-11 RIGHT HE O O-3 LOADING L(PSF� :MAX STRESSES MINIMUM GRADE OF LUMBER O, 19C { TOP 7 80.398 TOP CHORD:2X4 No,16Bt( GR OF^L TC1F 36 10 BOT- '33 140.483 BOT 'CHORD; 2X4 N0 ..1&Btr` r , DF L TOP O B LL.DEFL IA14�0.04 < x_/240 WEBS :2X4 STANDARD GR :OF STR.INC,: LUC48 1.25 PLATE 3.25 SPACING 24.0 ifx. o.,cUBC 97-ICBO.ANSI/7PI9: REPETITIVE STRESSES 'USEDNO. OF 'MEMBERS'- 1 OEFLECIION,(IN,) L.Lc 0.04, O.L o.05, T,L D'O9 RCACTIONS, SIZE: 1--480. 5.50 10 434 5;.50 12-^1050, 3.50 16-1000,,5.50; UPLIFTS (LBS): 1.373, 10-04: HORIZ,-(,LBS1: 1.1140 FORCES -'LOAD CASE /i 7--290 7-B, 879. i TOP CHORDS 1-2-270 270 R -31041, 3 4--957 + B-9- 39 , b-10. 39 - ! BOTTOM CHORD 10-11- 35. 11-12307. 12 13•-1437 13-f4. 505 14-15 957, 15-10-i-250. 16-1- 256-13�-505 o 7 -1 3.35 -214, 3 f4 -95, 4-14--212 5 f4 715•. MEBS 16. 913, 2 15 f103 ' B713!-260, CQ:, 7-12-r 1329, B-1217-49111: B-Sf- 564,, 9 1f--319, WEB 5-13: 7 12 BRACED at 1/2 POINTS 'AS StfDVN ABCVE 'A ' PROVIDE 2a4 ,CONTINUOUS BRACING AT BGTTOH NbJID NOT EXCEEOING'4-': O.C. OVER DROPPEO SO;TDM CMOFD AREAS WHERE :CEILING SNOT APPLIED: TRUSS CHECKED FOR B9 M,P,H 'WIND, ENCL.BLDG.•MI'LL HGT, SO FT.SLDG. CAT, .11 pxp, CAT. C.18 q0+9). PSF OL,f00:00,MnI FROM, eCEANLINE,�A5CE7 NOTE: BRACE VERTICAL STUDS IN ACCORDANCE WITH Ttv.- STANDARD GABLE ,END DETAIL, CONN. W/1%4 PLATES AT, EACH E�L / MAP ' TRUSS HAS. BEEN CHECKEO�FOR QO PSF NON-CONCURRENT L:VE.LOAO.ANO:B.00 PSF:OEAO.LOAO ON BOTTOM CHORD PER-TASCCCCCC.E�-1666666-000--- C TRUSS MAR BEEN CHECKED EOR .1140 I.DS CRAG FORCE (OOLrr,33) BETWEEN JOINT i and JOINT 10 THE MODELING OF TRUSS TO CHECK LATERA10; OADtDUETO ' CQaOFE�IOI TRANSPER:OF SHEAR FORCE) SHALL BE REVIEWED & APPROVED C,A BY QUALIFIED BLDG.+DESIGNER OR ARCHITECT. Lulv.Cy, �{tJ�1 gq,p�C��Ny {y �p�� /� {lit-Hultwlt (YARN1'�7tACINCb �M ' 'R��1VFI�I ftPQ�U1hEb Ilii@:q�,JaTL �OVE;x()R+S/Df BCf l Rli G5Ii Ca. C. SBO '.yt DeglgnValid for uuADDJ'W@M1ADe1WW4ANENicgD nTrLN/BiM}AIR flA5 Gr6 37ldFhd8mol"1S&vldual EXP6 building camponeRB@IDyitBi&Rdfifpl3dtloNWBWOIQ P(Q/IAISH D1 aR*Y616rfi 9wir�llASi96Borporaeo l of component Is rosoomW lhbr%�i[JrREC-0MhdBNmAtbi6l Orating shown Is for lateral sUppad of Indlvlduvf CIVI �^ Web members only. Addlllopol temporary" bracing to Insuro stability during construction Is tho rosponsrbl ity of 1ho aractof. Additional permanent bracing of tho ovarall structure Is Ino faaponsibilliy of the building designar. For gonarat guidance f� OF ; regarding fabrication, quality control, storage, delivery, creation. and bracing, conaull 067.88 Quality Standard, D611• 8B,Braaing Speeiflcaflon, and HID-01 Handling Inatallstlon end 9racleg Racommsnd�11 n available Irom Truax + ai Pieta Institute, Be3 O'Onolrto Orlva, Ntedlaon, WI tt3719 MiTek Industries,1gc, ,- �T."ATF, .mow. 01055469 C13r3'homer BENNETT^ENDEAVOR Thu Dec 20,03; 39: 25 2001' I Project;' 813BEN 7russ,10 OF Fam3]Y 0 110 ;•, $Pan p 32-.6; _ Gf.t,13nta,ty I ToP Pitch t 6/12 TROJAr a t PLATE OFFSETS (XTLEFT,V-TOP): fiW-4,`21;. a ! 6-2-12 1L 2-12 16-3 21-3-4 2B-3-4 32-6 F ' I 6-2-12 5-0 5-0;4' S-0-4 5-0-1 6-2-12 04. s. ' 4 , 3X4 3X4 • f 30 3X4 4 X5 1 i 7 1,12 11 10 D e r 3X4 3X4 5XB 3X5f 1X4 ✓J� 6-2-12' 11 2 12 16-3 21-3-4 I 26-3-4 F 32-6 6-2-12 5-0' 5-0-4~ 5-0-4 F-n_� 6-2-12 THE MODELING'OF TRUSS TO CHECK LATERAL LOAD (DUE TO TRANSFER OF SHEAR FORCE) SHALL BE REVIEWED & APPROVED BY QUALIFIED BLDG. DESIGNER OR'ARCHITECT. L. HL TO PK: SB-2 d r. nc,tU PK 16-2 LEFT'HEIGHT:0-0-3, SPAN 32-6 RISE!B-1-11 RIGHT HEIGHT.O-O-3 . LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER ?LATES:M20-220,190 L D ',TOP5-60,263, TOP CHORD:2X4 No.16Btr GR OF -L I TOP f6 10 BOTT 7.-8-0.226 BOT CHORD:2X4 No.16Btr GR DF-L BOTT` O B LL`.'DEFL.011-0.01 < L/240 WEBS :2X4 STANDARD GR DF-L STR.INC.• LUMB 1.25 PLATE'- 1.25 5PACING • 24.0 in. o. cUE1C 97-'ICBO,ANSi/TPI9E _ NO. OF RS 1 REPETITIVE STRESSES USED MEMBE DEFLECTION JIN. L.L- 0.01, O.L-O.OS, T L O;Of F REACTIONS, SIZEI'1--249, 5.50 7-=322,.5.50 gm-975,15,5d 12--579.-5,50 .. i UPLIFTS (LBS):.-,1.41, l "HORIZ, (LBS):`5.600 FORCES- LOAD CASE 01 TOP CHORD; '1 2. 32-3-=318 , 3-4 -190 , ' 4-5--190 , 5-66 120 8-7-^278 ,. G.. 60TTOM CHORD: i 7-B- 252. B-9!-;252. 9-10. 107, 10-11. 2B4, 11-12--3 12-16-3 WEBS:. 2-12--591, ,. 2-11- 329• 3 13--82; 3-10--167, 4-10 92„ 8-,10. 403, ' S-9--692, .5-9--412°;. 6-8-' BB. _.. TRUSS CHECKED FDR 80 M, fP.H WIND, 2NCL,BLDG,,, WALL HOT. SO,F,T, BLDG, CAT, I, E%P, CqT. C,,SB (fO+B). PSF OL, (00,00 MI 'FROH OCEANLINE,(A$CE7-t NOTE: BRACE VERTICAL STUDS-IN AMI)RDANCE'H•LTH THE STANDARD GABLE ENDrOETAII, ' CONN: H/1X4 PLATES AT EACH,UND. TRUSS ::HAS BEEN (.CHECKED FOR ,10 PSF NON-CONCURRENT ,LIVE LOAD LAND 8,C1 PSF DEAD' +LOAD ON BOTTOM CHORD PER TABLE 164B, UBC-94 TRUSS 'HAS BEENjCHECkED FOR'600 LBS ORAL FORCE (DOL--1.33) BETNEEN.JJINT 1 Bntl'�JOINT 7 ' DEC 2 Q 2001 TOP CHORD BRACING © T4' O.C, UNLESS. RIGIDLY SHcATHED, BOTTOM CHORD a CONTINUOUSLY BRACED l0 o-ac, UNLESS RIGIDLY SHEATHED. LATERAL: -PRACIN;FV,,r WCB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. fOR QQ vy( AI)DITIONAI f'F_RMANENT AND TEMPORARY BRACING (WHICH IS ALWAYSOkO �, AIVQ REQ'D) REFER TD TPI PUBLICATION HIB-91 BRACING WOOD TRUSSES V' MIWdENTARY AND RECOI,,14END ATI ON, i1'itXNIN� - V4"rlr�+r/(sign punmfcl�rS n+ltl RL•.9tl �t'011 S:l7N'('fll.S.t1NT) ((CC�1 251 STdli >It'OI�f' t,3S^ EX. ,15'DO building component to be Installed and. foadod'Vertically, Appllcabllit ooly upon peroration;parameters sand and pe l for.an lido doai Doai Valid lotusoonl-.withMl ekconbectors.Tltledesl nIsbated ' �•. of design paiamotota and proper InBoryorsllop of ' component le rasponsibll1fy of building dosignor-not trues designer, Bracing shown is for lateral. support of Individual `�O� `,,µ` � weh mom6ep only, Addltlonal temporary bracing la insure stability during construction Is the responsibility of tho,otoctor. Additional parmonent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabilcatiort quality control, storage, delivery, arectlon, and bracing, consult QST•aa Quellty Standard, DSS• iu'Tek (11dU51Tle5 IR Bg er'Woo Specifics tIon, and HIB•01,Handling Installation and Bracing Recommendation available treat Trues - .. Plato Institute, so3 b'Onottio Olive, Madleol4 wi Onto .. _. r C. tL'i���..'J'17'"/rTU7'.':�r.' a:`��''..��i:.iw.'rn,�'.�„'y!W�"'rr'2_iltyrck4uttt.[s�"J•�?Yml..��.---%=�:.u..rk�.�...rJl:v.Nr+c�`=dar;: _ ....r.,.wrm�.nry+ar•nvwn,' .� .«.. y.. • ^... -- 03331316 �...p Cuotomer : BENNE,TT ENDEAVOR Thin Jan, 10 31:32:33 20021 G3 Fa m1] r4 110 i Project M: 633BEN Truss. ID `Span : 130-0 OUant(ity 2` Top` P tch' S 6/12 ,ACES -32. Ver,2,0,'B1r1(3/30/l999) .-: TROJAN .. ( F C 9 BOTT CHORD SPLICES• 9-:10-7k81� . ,.. _ —1 —, _ _— ,.11 — — 15: 5-5-5 4-8-7 Sr5-5 4X4 ` 03 4X5 • 4X5 4X3 2 3145 3X5 . a t !o e e 3X6 4X5 4Xs 4X5: 3%6 10 1' 13 15-0 1 " '19-10 3' 24-6-11 - t 30-0 -- i e 5-5-5 4-B-7 4-10-3 4-10-3 4-8-7 5-5-5 L , HL TO Pk: 16 9-4 R HL :TO PK 16-9-4 L.E'rT HEIGHT:' O 4-2 SPAN 30-0 RISE: 7 10 2 RIGHT HEIGHT: O 4-2' ' LOADING L PSF MAX STRESSES. MINIMUM GRADE OF LUMBER PLATES �12i7-220,190 "TOP 1-2-0 «110 TOP CHORD, 2X4 No 16Btr GR 4F L i TOP i6 10 BOTT' 8-9-0.263 BOT CHORDS2XEI No.2 GR OF–L BOTT O B LL.OEFL:R10-0.05,< L/240 WEBS :2X4 .'STANDARD GFS DF–L int o:. ctd Q c SPACING 24 3Crr97–ICBO,ANSI/,TPI95 RS REPETITIVE STRESSES' NOT USED NO: OF MEMBERS, OEFLECTION (IN,I I:, L- 0. 05. 0,L-0.OS.T. I L-O,li FlEACTIONS,SIZE: 1•-2009,5,90 7--2077 5,56 UPLIFTS (LB8) • 154, 7-i!B ti ' HORIt: (LBS -79 FORCES – LOAD CASE /! TOP CHORD 1-2--3709. 2.3--2900, 3-4--2240 i'-5 2249!. b -2809 S-7-3709.90TTOM CHORD' 7-6 3320, 8 8. 3320,j'9-10. 2879 16-11- 2873 I! !2. 3320-A2-1- 3320; WEBS. 2-1R- 417y 2-11-_7391• 3 -if• 750,' 371'01-94%, 94%, 4-10a 1759, 5-10--948 I B=9+ -73v7 , 0-0- 417, 11 LC«02ND STRESS INCREASE 'LOADING PANELa101 il UOIW-�.LF• /, , LUMBER PLATE.? TYPE _ i 1.25 :1,25 ,5 .UNIFORM i– 7 I_ t �ti TRUSS CHECKED FOR O� :H' MING, tSNCL.BLO0., WALL HOT, i0 FT, SLOG« CATs, Ii E%P, CAT, C, !8 ti0�8) pSE OL, 100:00 MI FROM OCEANLINE IASCE7-6 2 NENSERS NAILED TOO, W/I ROWi5l OF:!31x3', rt, NAILS. 12 into•e, (TOP'CHB,i+AND '! HOW (S) CF ,i3ix3 !n, NAILS !2 in, o,c(DOTT. CAIS,) Fur•Mobs Uba- i POW 0} NAILS 12 In, 'O,c. TGP CHORD BRACING (7 7d" O,C UNLESS RIGIDLY SIEATiill%DOTTOM rijORD ERAL_ I CONTINUOUSLY BRACED © 1010 0 C, UNLESS RIGIDI Y SHEATHED LA r ARE AS SHOWN ABOVE, FOR �O � tU BRACING OF WEB I ItMBERS. wX)irFr 9EQUIRED i ADDITIONAL PERMANENT AND, TEMPORARY BRACING (WHICH IS ALWAYS, HIB•91'SRACINO WOOD TI(USSES REQ'D) REFER Td;TPI PUBLICATION IL'NDATION,. _. �7 U 11'Ifr2iV)Nfr� l'dPtfj+rt,4lth JlprudiN7Pr.i p 'tl:'Alr N07C:5 fJN7'111 AN!) RA7(SS1bF bt d11C I%Sti a Oh®Ign volfd Iniued only wig IdlTak' nNlanlom• lhla doetpn i hiad iynfy Upnq'pammoldte ehodai, and li lar drl Indlvldddl q 14 � drip bUlfdlnA cdmponndtlb bA InktAllAd bad In"dod vntdoeiry, APplkdhhpy cl,tloelQn peramilerA and propdY CneoN" otadoh at " emnponopilemepgnelbpliynlhUhdlhpdoelgnnrYhbljrueidoelgh4(.Painln0andwnlelnFiolaialell'pportollndlvlduol wabMembargahiy,Aadillndnttdm ord Uioclnplolniuihetnhllhyduilhd sneltuctfoniathelnipontilbllltynllhnaranlor. Addlhnnat daijgannnl bidnl i$ al Ihd,avoigll diruolure fe ltlo taeponelbfUly b) tho bdgdlno doelghnn For pnhdrol 6uldannq tdgordlnOldh'rindilon; gdAllly cuhiral, e(nrolae dalh try, Aienilnd, and 6rdttnd, daAtlulLl9T•ee huafliy 6iendird, 000•�r"\�?H �" A� 1�'t• .i,. -nil HI9•gi tlehdling' .wilnllon end bracing Reaommbddetlon 4vi11Ab10 Irom Truii ag 0recing Bpooll,aeiton, ingltdie 6g10'Ondlfid 01ve, MAJLAH, V; lt1Yt Mitek Indus`Kiosj Ind. Piele v n 01019066 1,e Cu5'tonn BENNETT-EN{DEAVOFI Wed Dec 12 1'1: 39: 3S 2001' Prr�oiecIt M7 813SEN Truss ID E FaMily k 105 Sean 30.�r0 OUentitV I 4. Tap Pitch V -6/12 ACESr3G Ver.,2,0,,81tla3/30/19GGI TROJAN , PLATE. OFFSETS (X"LEFT,Yms76), 1)7.4,°.21r ti .1-r0 7-8-1 ( 15-0 22-3-15' _30-0 h 7-8-1. 7-3-15 7-3—lS" 7-8-1 4X4 3X4 3X4 3X53X5 1X4 5X8 1X4 1 7 B-1 ( 15-0 ( 22-3-15 I 30-0 7—B—.1t 7-3-15 - 7-3-15- ?-8-1 L. HL TO PK: 16-9-4 R. HL TO' PK :j6"9-4 LEFT HEIGHT: 0-4-2 SPANV 30-0 RISE: ?-1:0-2 RI { GHT NIGHT: 0-4-2 . LOADING -:(PSF) MAX'STRESSES,. - MINIMUM GRADE OF LUMBER PLATE55M20-220,190 L D TOP 1-2-0,438 TOP CHORD 2X4. No.B&Btr GR OF-Lr TOPS 16 10: BOTT 7-8-0.518 :BOT CHDRD:2X4' No.I&Btr'GR OF-L BOTT 0 B LL,DEFL.107-0,06 t L/240 WEBS :2X4 STANDARD-GR OF-L STR'.INC.: LUMS 1.25 PLATE'-,I.,25 SPACING : 24.0 in. o. cUBC 97-ICBO,_ANSI/TP295 DEFLECTION (IN,) L.L- 0,,06, O.L-0.,06, T.L�0.12 - REPETITIVE STRESSES USED— NO, OF MEMBERS 3 RLIFTN5 (LBSE: 1.81078, 5.50 5-- UP1072, 5.50 ? - UPLIFTS (LBW! f-14, 514 .)FORCES -LOAD CASE I! TOP CHORD:- 1-2--1629 2-3--1101', '3 0-1101,. 4 5--1629, BOTTOM CHORD: 5-6. 1445, 6-7t 1445; 79- 1446:. 8 1- 1446, - WEBS: 2-8- 11B, 2-7:1-521., 3-7m 604, 4-7--!521, 4-6? 118.: WEB 2-7: 4-7 BRACEO,1; 1/2 POINTS AS SHOWN ABOVE TRUSS CHECKED` FOR BO M.P.H WIND, .ENCL.BLDG., WALL; HGT- 20''FT, BLDG, CAT. I, EXP. CAT., C, fB (104 8) PSF OL,,f00,00 MI FROM OCEANLINE4ASCE7-9:' TRUSS HAS BEEN CHECKEO'FOR 10 PSF NON-CONCURRENT-LIVE LOAD AND B4O0 PSF DEAD LOAD ON BOTTOM.CHORO PER TABLE 36;;98, UBC-94 TOP CHORD SRACRiO (124" O.C, UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED©10'0'O.C. UNLESS RIGIDLY SHEATHED, LATERAL GRACING OPINES MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE FOR 0 ADDITIONAL PERMANENT,, AND TEMPORARY BRACING (WHICH IS ALWAYS FESSI REQD) REFEILTO TPI PUBLICATION HIB•QI BRACING WOODITRUSSES COMMENTARY AND RECOMMENDATION. tiO N(ro;YG tell No. CW99 —2 EXP, 9.3004 ,.:�, iYrIRNlNO"� T'dr(jr rldsf5rt ftaranretrps and RI:d!) NQY'liS l)A'TfifS,`IN>� hG)1L'"R5$Sll?!i lt�}'Olff: CISE it CNI1,44 �P bui eine coid for too mPonsnl lol6e Inswittl mllad A tl loaded VarticellylApPllcaplldtY of doalgn poramolors and proper IneorP ration oL l l9rFOF CAl1F compopentIs rosponalbilllY a) building doslgnor-not Irdss deslpn04,15racing shoWn is for lalamt support of Indiyidunl wab momboro Only.Additlonai iamporary bracing to Insuro btablllry during coosrrucllon Is Ins rosponalblltly of tho oroclor, aa:: iAdditional parmanonl bracing of lha oOerall ettuclure Is Ihs tesponslblllty of Ilia building deslgnor. For general guldanco DEC',. xaf)�. i regarding layticallon;. 46ality control, storage, dolivery, orecpon,: and bibeing, consult OST W G ti OST-68 Standard, OSB•- t7 U t so Bracing Specllicattorl, snd.H1O•llt Handling Inelallefion and 9rpeing Rocommondation avallabla.from Trues _ plate lne111ute, 5gl0'OnofridPitva, Madison, W1537/9 " MiTPk IfIdUSfi7B5i-ii:C. - 074 W.ed Dec 12 11i 40; 10 200Y CUsL0 8E)VNETT—�NDEAVDq „rymll,y ,* 314 01019 ec,t Mi '8138EN , Trines ID : EF Span 30-0 Quantity 1 Top Pitch 6/12 TFjOJAp 4CES-32 Vdr,2r0, 519(3/30/7999) ''• ' - �' ' �pF CALF' DEC:.1 � 2001 I r .N 010,1:9073 - I Rpcc�P ust'om'er 6LI,1NETT-EDEAVOR Wed.:Dec 1? �1- 40 t.;1 2001 e Y ect N '613BEN Truss TO Ei Fam]ly N 314 an ,i,30-0 OUantity i Top P1tc, `y. 6/12 ACCS-3,V Ver:2,0, 910 13/30/1999) - r ' { TROJAN PLATE 6FFSET9.fX•LEFi;Y•TOa) i r 6_0 1 TO 0 + t;t-0 5-0 5r0 4X8' 1X4; ; 4X8 3X4 3X4 2 e 3X5 T - 7 t� it io; 9 e 1;14 3X4 5X8 3X4 1X4 p 10-0 I 15'0 20-0' ( 25-0 1 30-0 i ' 5-0 5-0 5-0 5-'J 5-0 5-0 L.. HL "T O PK. 1 1 2 3 R, HL TO PK t 11 2=3 LEFT HEIGHT- Oro 2 SPAN 30-0 RISE, $a-4-2 RIGHT HEIGHT':O '4-9 LOADING,° (PAF.. :.MAX STRESSES MINIINUM GRADE OF LUMB-R 'PLATEStMOD-220. 190' L. TOP 3-4-0.253 TOP CHORD 2X4 No . 16Btr, GR OF' L 4 T[IP, 36 10 1BOTT 0 9;0.'277 BOT CHORD 2X4 No-, 1&Btr. GR OF -L BOT+ 0 B •rl-L,CIEFL 1010 0.06 <' L/240 WEBS -2X4 STANDARD OR DF -L STR.INC4• LUMB 1.25 PLATE 1.'25 SPACING " 24.0 in. o., CUBIC 97-ICBOrANSI/TP295 REPETITIVE STRESSES USED NO, OF MEMBERS r 1 OEFLECTION.(IN,) L.L- 0,06,D.L 0.07,T.,L•0.13 ; R6ACTIONS,SIZE,1•-1072.8,507-m:10724.156-_11-- UPLIFTS 7--1072,3;50 UPLIFTS ,(LBS)1+14,7.14 { HORIZ, (LBS), 154 1 FOROE6 - LOAD CASE 'AS .TOP CHORD f 2-.-1796, 2-3 1456.. 3-A�-1469 4-5� 1469 '9 BOTTOM CHORD 7-8. 1507, 0-0 18D7, 9-f0m 1301. 10 -if 1301. 11-12. 1507 12-1. 1JB71 WEBS, 2-12-m 78, 2-11--32;1,- 3-11. 225• . 3-f0+ 239• A„10-260• 5-10- 239, ` 5-9. 225, 5-9--320 , 6-0� 70, i TRUSS CHECKED FOq o0 M,P.H HIND• ENCL,BLOG,:WALL HOT x ''f0 FT,BLOO. CAT, I;EXll CAT, C,48 1 (101+ PSF`pLi i604o' MI FROM omAkINE(45CE7-9: 1 I TOP CHORD BRACING wUNLE$3 RIGIDLY 5HEA1 HED, BOTTOM CHORD l CONTINI)OUSLY BRACED p lo'0 O.C, UNLESS RIGIDLY SHEATHED, LATERAL, .FOR BRACING OF WEB MEMBERS, WHERE REQUIRED,.. E AS SHOWN ABOVE. i ADDITIONA PERMANENT ANDT111MRARY BRACING"(WHICH IS ALWAYS REQ'p) REFERTO.TPI PUBLIC. IIIB•91 BRACING WOODTRUSSES 'COMMENTARY'AND RECOMMENDATION. FES51p ONG w 0 COQ R'A/tNlA'l3. lrrr o! ti¢ogo porrmavrx rind 1(Is'zll) A!07'r $ �iN"�' UM!) 0A 1wfl,lr� $W5 1ti;!'II CtSli � EXR9-.9b-04 ensign yalld Ior use oniywin k11Tok oonneotom This design It beetld only uporl parannOlorb Oak, and it login fndiodual nblltlmg 011,106nonlI be Indollad and ioado214enloafly. Appllcablluy bt doilpn pbremotais and proper lnaarparaiion o1 eompogop) It responalnlllty al bblldlnp dadgnar-hof trust Joclpner, 9raeln9 shown Is for laVeral Bugged of ihd(y1du6) t: ORCAI,�CAP wen mam6rre bn11+,Addillonal ompdrsry btacinp is insure tl1s61111y dudnp oonetrbdloh is lho loaponalbfllty of Iho o -sego., ? ` � Additional p,rareotlpi bracfnp of the 6vo-611 e(taciare la -Its ie8ponelbhlly of Tho balldlhp ilosfpnan Fot ptlneiaf guldap6e ya`gerding ie6rlds-Ion, aallry:tepirol,�-araga+ delivery, nrecllan, and bracing, aoneuil OBt•9B 0udity Blnnderd, D8B• ��_ q BB Bribing Bpdoiiloslon, end 0I0.91 Hantlllnti inolaiio116n end Braslnp Haoomrrendellon aVo.0eblohem Ttueo. 4UpU� plate fnsilme"163 O'Onolrlo.Orlvb,"IAadlsen, Wi 83116 MiTBk IBduSMiBSr Inc. 01019072 =-- hiltillill BENNETT-ENOEAVOR Wed DeC 32 1',1:h0:00 2003 B13SEN Truss IO EiAt 'Family M' 314 30-0; Ouantlty 1 Top PStch, 6/12 . �. ACES-32 V0r}2;0, 610 (3/30/19991. '{ TROJA'4 PLATE OFFSETS (X•LEFTQY•TbPI': Il �•4, 2)r I. 1 0 8 0 15-0 F, 22'-00 r 8-0 , 7r0 7-0 fiS t7 , 4X8 1X4 4X8 i' y' 3%5 ' 3X5 e 1%4 5X8 1X4., B'0 15-0 '22-0 ..� "'!�0 ---i F 8-0' 7-0 7-0 0 - t 4 L- HL TO PK: S-11 5 R HL TO. tpiL B-1 i 5 '+ LEFT' faEIGHT: 0-4-2 SPAN 30-0' RISE- 4-4-2 Hja jHT HETGI•IT O•-4-2 LOAC_NG PSF MAX STRESSES MIP!IMUM GRADE Or' t»UI 9ER =P.LA�1E5: {120-220, 190 D TOP 1-2-0.8 34 TOP CHORD 2X4 No ib. ltr I IGR DF-L TOP I i6 10 BOTT 5-6 0.515 BOT CHORD 2X4,'N�.I&LIt6 GR OF-L BOTT'., O B LL, DEFL . 07-0 , OS .4 L/2-40 WEBS 2X4 , S 'ANDARD !Gly. OF-L STR4INC.' LUMB �' 1:25 PLATE a 1,25 SPACING 241.0 A. o;{QUBC 97=ICEIO;ANSI/TPI95 REPETITIVE,STRESSES USED NO, OF MHMBEII 1 bEFLECTION(IN,1: L.L- 0.00,0L-0,09,T.L-0..18 UPLIFTS D-b+I 1-.1-14, 5.14 072. 9.5b l REACTIONS, SIZE: 1[--1072, t3 90 9--1 HORIZ. (LB&I' 1.43 Fonds LOAD CASE 13 4-9--1002, TOP-cNORO: r! P--1802 2 3-1832, 3=4"'1832. - BOTTOM CHORD; ,s S- 1420 6-7-i .1420, 7-B 1420, 8-1. 1420, WEBS! 2-8- 118,. 2-7. 475, 3-7 -364; 4-7- 479. 4-8s 116, TFiUSB.�CHECKEO FOR SO M,1? H WINp,_rL14 ��OLOG„WALL HOT. f0 FT,BLbb, CAT. I,E%P!, CAT C,''1-i110+0) _P60oL.100.00 MI FROM OCEANLINE(ASC 197 IPUS&JIUS BEEN"'CHECKECj'OR 1b pSF ION--CONdd0RENT LIVE luo AND 8.00 P5F DEAD LOAD ON BOTTOM CHORP�PER TABLE 16^O, .UBC=94 TOP CHO_Rfi,q ' AC(NO n 2A" O.C, UNLESS RIGIDLY SHEATHED, BOTTOM CHORD` CONTINUOUSLY BRACED n 10'0'O,C, UNLESS RIGIDLY SHEATHED; LATERAL IIRACINO OF WEB MEMBERS. WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR hDDIT10NAi,MMANCNT AND TEMPORARY URACINO (WHICH IS ALWAYS 4 REQD) REFER TO TPI PUBLICATION NIB-91 BRAC[NO WOOD TRUSSES COMMENTARY AND RECOMMENDATION, �.�Vi1ReVCNG Crr �lastAlrjra!'rtlltp{ppRYtrtdhluli)Na�4St7N7'll18ANf70tiII1IMSfiSlb90h'Yi�t1�:U0 EXptq.;'y(}p� Damon valid for use only Willi Wish aonnecloro.`fhle doalgn Is bdaad only Upon pnlamolots AheWn, and le lar oil indlvfdulf compononllo be installed and loadbd vdtllcilly, Ahplleabillty of doalgn 0arelnotata and proper Incarpuoiloo bf Y compoilenl Is toaponslbllity at buliding deslgnsf Ipal boss do6ipher, Brecing shown Is for lalatal supped of lindivI&A Web moinbaPo only. Additional lampotay bra6l; tolnsura Mablilty duiing bonoltocdon is the ldepodalbllily of the oroalor, €� id or OAL�F Addlllohal oetmanon4Urncing of the ovorall atrdctuto Is the tovilohilbilltv at the building doslgriba Oct tleridral goldanco rogardln71nbricalloh, guoilty conitol, alorego, do(Katy atocllon, and btacing, eanbWt 06*411 Ouelity standard, bate. 11 C /s , f1 9af11 b'bnalrlo or 00, Madison. W1 A plate lnslb le, SS1 171n- tl avollobte lroig7rdoa iJG4 U !. U I g0 btacing Spadiflaallon, and NIbBt Wandling Installation end Otacing Rgaop'mandeliq MiT`tl!t �11dUS(I'IBSr kc, �, r ..a.uW+ a..ryF ,�.,p.�i.r{. ,I'Y"u-` M '+eY+'wk` µ�rn:.*� r.0 J++.+.,W'�'r vc .u,�( ,w.4 u.u. u, .y.,,. ,....hu._..vr .nWa.uw-.. yu •.t-- i”, U1015,07� 1� ^,� We:o Dec 12 11S 39::14.. 2001 CUs.1!omer T BENNETT-ENDEAVOR Truss IO EiF' Family A+ 314 Spa act : 30-0E(J Quantity 5..,.i ToP Pitch 5/12 ACEB-32 Ven•2. 0, B1d 13/30/1998) - "TROJAN GOTT iCHOFID SPLI EtsS s -7-3X6; 11—p 6'-U 15-0 _24-0 — y 30-0 6-0 9-0 ;i-0, 6-0 4X4 4;t4 2 � ,1 3X5 3X5 15.0 _ 94-0 1 30— i 6-0. 9-0� 9-0 6-0 L , HL TO Pi< 6 -B -B R . HL' TO PI< 6-8-B LEFT HEIGHT.O-4=2 SPA4:30-0 RISF'..9 4-2 RIGHT HEIGHT 0-4-2 LOADING L (PSFI MAX STRESSES MINI,PIUMGAADE T OF LUMB D ER PLAES: 920-220, 190 TOP CHORD. 2X4 No,1&Btr GR'OF L TOP 16 10 BOT CHORDG S 2X4 No R CF -L BOTT O B LL.DEFL.IDO-0.00 <.L/240; WEBb, 2X4._.STANDARD GR,OF-L STR:INC: LUMS w 1.2L5 r P LATE - 1,25 SPACING ' 24,0 1h o. cUBC 97-1080, AN5I/TPT95 REPETITIVE STRESSES USED NO, OF"MEMBERS - 1 DEFLECTION(IN.) L.L- 0:00 D,,, 00,T.L-d,,00 r NOTESt 0 -Gebie etude epacad at 'd inched 0;6. (2 -Brace verticbl,atUde 1n accordance with ;standard gable hnd detail 13 =COnt p0005 bears n0 Provioad along entire'bottom chard '(4)-PrOV1da iX4 Plates at each and of gablei'tud Unload OthdrNisa tfoted r TRUSS'CHECXEO FOR BD M.P.H WIND, ENCL,BLDO.,WALL HGT, 10 FT, BLDG. CAT, l.EXPa CAT. C.IS(10+0) PSP DL. 100,00 mi rROM OCEANLINE(Ak0-9: TOP CHORd`BRACINO ( 14 O,C, UNLESS RIGibLY SiIEATIiED BOTTOM CHORD CONTINUOUSLY BRACED ig 10'010.0 UNLESS RKADLYSIH1ATlIEU, LATERAL BRACING OF WEB NIEMOERS, WI IERE RLQUIRED, AREAS SHOWN ADO E, FOR: ADDITIONAL PERMANENT AND TEMPORARY,BRACWO (WNICIi IS ALWAYS REQ'D) REFER TO TPI PUBLICATION IIIB•91 BRACING WOOD TRUSSES COMMENTARY AND 1 alcAltop, cmU m RmEaCo,Or Mr Mi EUNDATION AUanloal painnaanouuu,o m0ard'oiibUddodllvoryaallan. Cgra I fniitiufeaD orolrld biVe; Matlfeon Wgp an f a ...... . U'. h dd bracin, aolugelym jg�{eon and Oreain0 ReSommontlald<aVstali'I Elm a MITDf (1dei'1?C.p16a E C pp 2001 Ui t