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HomeMy WebLinkAbout021-200-0041 021-200-004 02-3466 BE GIOVANNETTI Esc SONS 975 NORTH TOWNSHIP, GRID j CONT: HYSMITH CONST. LINALEDC/O ROOF TRUSSES ,� I 021-200-004 03-1393 I GIOVANETTI, RON f 975 N. TOWNSHIP, GRIDLFr*• 14� Cont: HALL ELECTRIC t �� EXTEND ELEC. RISER (pP (y- C)J V - - - - ----- � ivy.- u7 D up - 419 -70E 885-69E 862-69P W/s Township Rd. 4 mi. no. Evans Reimer Rd.< Gridley { CONTR: Loris Root, Rt. 1, Box 428, Gridley ( new single family) II l FA M-1 021-200-004 3-1393 ..GibvANETTI, RON 975 N. TOWNSHIP, GRIDLEY Cont: 'HALL ELECTRIC EXTEND ELEC. RISER OFFICE COP Address GAS Meter By ate -ELLCTR Meter By Date to COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDI G DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 8-7541U3 IT 0. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 021-200-004 ZONING BUILDING PERMIT OWNEjg 11 GI TELEPHONE_ 5060 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS P.O. BOX 428 YOLO, CA 9%a7 CONTRACTOR'S NAMETELEPHONE HALL ELECTRIC - CONTRACTORS MAILING ADDRESS 1355 E "C" CHTCO, Ca 9597_1 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ I A DR.sS TOWNSHIP ROAD GRID', SY, CA � Energy Plan CheckingFee $ PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF 0 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities 13 Installation ❑ Other ❑ Describe Work: EXTEND ELECTRICAL RISER ON EXISTING SERVICE Gas piping system 1 - 5 outlets 15.001 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service .OA OR LESS 23.00 -3-00 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 � I G/ Lic. No. ��� T �i 3 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. ❑ 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 I 46.00so NEW CONST. OWEI.UNG OCCUP. WEU200A 1G U OR ADDNS. ( a ACC. Bins. SO 3.5¢FT; NON•RESIO. ONST­MULTI.OUTLET 97.50 POWER APPARATUS a sINGLE ourt. CIR. EX. Occup. OUTLET OR FIXTURES 20 00 BAL ®I 0 Ex. Occup. ouT DIED Ao °� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 43.00 WORKERS' COMPENSATION DECLARATION I 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' compenlsation insurance carrier and policy number are: Carrier C l.'in r&I MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Policy Number t -S.7 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 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 - -�� Date ! / Signature of Applicant-,[3,Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 43.00 HAZ. D. FEES IMP I FLOOD I CDF PARCEL I PD I HD ISSUE M This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been /� C—M IM 44 A ( /IE Date PERMIT EXPIRES ON .!5�,.3 _T (pale) provisions to do work paid. Receipt No. 3 7b If 9 • GO WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE E - BUILDING DIVISION = DEPARTMENT OF DEVELOPMENT SERVICES 411 MainStreet • Chico, CA •'(§30) 891-2751 * t , 7 County Center Drive�iiCtroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date — Inspect` f REV 10/92 s`�--= �l,.ti:...,,-.,,�,c'`'" '�..�vs s..r-.r ..��.--,.n;^r--^v'.-.�.r^" • ....... ..... r�+..... COUNTYjOF'BUTTE BUILDING DIVISION - DEPARTMENT OF DEVELOPMENT SERVICES 411 MainStreet • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE �l �y Ate..• �rT _ o � i 3.5� OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation; I ontact this oZfice immediately.ADO�Lo Li cj- r 12 REV 10/92 Y '�41 I li i Jff� REV 10/92 Y '�41 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE l�i,vl r16--�--�;, h3 -X35 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION fir 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 �?5IT. O. (Rev.12/96) APPLICATION AND PERMIT 03 ASSESSOR PARCEL NUMBER 021-200-004 ZONING 1 BUILDING PERMIT OWNER n TELEPHON ��<7_ SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS P.O. BOX 428 VOT.0, CA 95097 CONTRACTOR'S NAME 14ALL ELECTRIC TELEPHONE 345-1200 CONTRACTORS MAILING ADDRESS "c"IcHTcn, CA 95971 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filin Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ A o Ess TOWNSHIP ROAD GRIDLEY, CA Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF IN 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 ❑ Addition ❑ Remodel ❑ Utilities N Installation ❑ Other ❑ Describe Work: EXTEND ELECTRICAL RISER ON EXISTING SERVICE 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 600V OR LE s Main Service 20OAORLESs 1 23.00 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 <_-1_0 Lic. No. 7 qa 7'9-3 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. ❑ 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 lOaoA 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. Bl°S. S° 3.5¢FT. IpµR°SIDT MUITI-%,,r 97,50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occu OUTLET OR FIXTURES 20 @ 1.00 BAL @ ,50 Ex. Occup. °FIx�eED�APP � oR� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 43.00 00 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' com ens tion insurance carrier end pol'cy numb are: Carrier �G <1� ;4rA Policy Number (The above sections need not be competed 0 the permit is for work of a valuation of one hundred dollars ($100) or less.) 131 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 �v Date _Sft� Signature of Applicant - JU_Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction structures over 3 stories in heig t. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 43.00 HA2 D FEES IMP FLOOD COF PARCEL PD HD ISSUE 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. `�of C\r _ MaA & Q . ate S PERMIT EXPIRES ON A�1/� De Receipt No. 20-1 9 - e4d WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT G 021-200-004 02-3466 BE GIOVANNETTI &SONS 973 NORTH TOWNSHIP, GRIDLEY , CONT: HYSMITH CONST. C/O ROOF TRUSSES } 4W 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 A2--'!'44 ASSESSOR PARCEL NUMBER % _ fy' ZONING BUILDING PERMIT OWNER BE G EPTELHONE SO. FT. OCC. BUILDING VALUATION rmr 13,500.00 OWNERS MAILING ADDRESS Pp BOX 428, Y010 CA 050F, CONTRACTOR'S NAME HYSMITH (TINST TELEPHONE CONTRACTORS MAILING ADDRESS R LTW OAV 05,9 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 153.M ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 99 BUILDINGADDRESS 975 NoRTH Tnwwmp,TT) Energy Plan Checking Fee $ $ PERMIT FEE S972 -44,S LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF 70'[ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ RemodelI❑ Utilities ❑ Installation ❑ Other ❑ Describe Work:rr�nYnr nr L A :R:—=n Te -Sae ,.., trr rrnrreT+ 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 OVO Main Service 2o0.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. J License Class Lic. No. t f 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. ❑ 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 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 k,,"l Policy Number li, LIS %I ", (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 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 yrith'those provisions. in X (���f � \ Date 1 �11 1 I1 ► L Signature,of Applicant ❑ Owner � Contractor ❑ Agent ` An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A To N000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BMS. SO 3.50F7_ NON•R61D. ITSMULTI.OUTLET 97,50 POWER APPARATUS a SINGLE oI'T. CIR. Ex. Occup. BAL ° 1.00 OUTLET OR FD(TURFS FI APPLNS. OR Ex. Occup. 5.00 ouTLETs RESID. EA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ co NST. TYPE TOTAL FEE $ 272.45 HAZ. D. FEES IMP I FLOOD COF PARCEL Po HD ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated a ova fo hich0;?,been By Date PERMIT EXPIRES 014%'�7-K. Dete provisions to do work paid. i Receipt No. .%VWJ/�272.45 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION t 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 02-3466 ASSESSOR PARCEL NUMBER 021-200-004 ZONING BUILDING PERMIT OWNER H GT W1 >_: T /: SONS TE06149E SO. FT. OCC. BUILDING VALUATION CONT 12,500 OWNERS MAILING ADDRESS PO =,N7 `' CONTRACTOR'S NAME HVSMTTH CONST TELEPHONE 1 CONTRACTORS MAILING ADDRESS q T r QAK 9595q CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.0 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 975 N sT v Energy Plan Checking Fee PERMIT FEE $ 979Z. LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF XX Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 . TYPE OF WORK New ❑ Addition ❑ Remodel)P Utilities ❑ Installation ❑ Other ❑ u T' T Describe Work:OU vv���ii�c�'�—`FP. ANiRITMHISi'irct♦ Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service ioovoav=ss 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 inA II force and effect.POWER License Class Lic. No. _71,11/1 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DW IIIG OCCUP. OR ADDNS. ( a ACC. S. SO 3.5¢FT: NON-RESID X BRANCH CIRCUITS MULTI -OUTLET 97,50 APPARATUS 6 SINGLE OUTLET CIR. Ex. Occup. otrtLEr DR FD(TUREs 20 I BAL .50 Ex. Occup. OFlxLIT>�is R� OE. 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 ycompen ation insurance carrier and policy number are: Carrier �I ASC V - MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Policy Number LU011415113 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 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 rth ith comply wit th se provisions. ^� X Date (� Z Signat a of Ap- ❑ Owner Contractor ❑ Agent An OS ermit is required for excava Ions 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 TOTAL FEE $ 272.45 HAZ. D. FEES IMP I FLOOD I CDF PARCEL I pD HD ISSUE This permit is hereby issued under of the Butte County Cod and/or indicated ove fo hic fees have By PERMIT EXPIRES O the applicable provisions Res I tions to do work een paid. Date l/ ! ZoAI) 1T Receipt No. 7:=9449 3272.45 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT II I ,J E R O M E .J <=) 7771 1 ir A I 1 11 1 i l� Mitchell's Building Materials Warehouse P.O. Box 1038 Gridley, CA 95948-1038 (530)846-4409 3 T2GE I 07697566 Customer JEROMEJOHNSON Wed Nov 13 15:07:59 2002 Project 1113JOHN Truss ID T1 Family # 223 Span 33-7-8 Quantity 14 Top Pitch 4/12 Bot pitch 0.5/12 ACES -32 Ver .2.0. B10 (3/30/1999) PLATE OFFSETS (X -LEFTY -TOP): (j2.2.1.51. (j8-3.21. (j9-3.2.5), Ij10-4.21. Ej 11-6. 2.51. (112-3.21. 3 10-2-2 ( 16-9-12 23-5-6 30-7-4 3337-8 3-0-4 7-1-14 6-7-10 6-7-10 7-1-14 3-0-4 4X4 4 5X6 4X9 5X8 4X9 5X6 4-0-4 7-10-13 16-9-12 25-8-10 30-7-4 ,33-7-8 '3-0-4 4-10-9 8-10-15 8-10-14 4-10-10 3-0-4 L. HL TO PK:17-8-11 INTERNAL RISE:0-6-14R. HL TO PK :17-8-11 LEFT HEIGHT: O-2 SPAN: 33-7-8 RISE: 5-9-4 RIGHT HEIGHT: 0-2 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,190 L D TOP 1-2=0.455 TOP CHORD:2X4 No.168tr GR DF -L TOP 16 10 BOTT 11-12=0.656 BOT CH0RO:2X4 No.16Btr GR OF -L BOTT O 8 LL.OEFL.@10=0.07 < L/240 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB = 1.25 PLATE - 1.25 SPACING : 24.0 in. o. cUBC 97-ICBO,ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION (IN.) L. L- 0. 07, 0.L-0.08. T.L-0.14 REACTIONS, SIZE: 12--1143, 3.50 8--1143.3.50 UPLIFTS (LBS): 12-121.8-121 HORIZ. (LBS): 12=37 FORCES - LOAD CASE01 TOP CHORD: 1-2- 370 , 2-3--1454, 3-4--1325. 4-5--1325. 5-6--1454, 6-7- 370 , BOTTOM CHORD: 7-8=-355, 8-9=-355, 9-10= 1534, 10-11= 1534, 11-12=-355, 12-1=-355. WEBS: 2-12--1065, 2-11- 1750, 3-11--257, 3-10--297, 4-10- 493, 5-10--297, 5-9--257, 6-9- 1751, 6-8--1065, TRUSS CHECKED FOR 80 M.P.H WIND. ENCL.BLOG.,WALL HGT. 10 FT,BLOG. CAT. I,EXP. CAT. C,18(10+8) PSF OL,100.00 MI FROM OCEANLINE(ASCE7-9: TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD Oek.6 21rwow,l RUO T LE 16-B, UBC -94 TOP CHORD BRACING @a 24' O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD �3 "" g 6�na �@@rf7J�"���I OV 1, i �Af1� CONTINUOUSLY BRACED @ 10'0'O.C. UNLESS RIGIDLY SHEATHED. LATERAL �8� DEPARTMENT Ull BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR NT ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQD) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSESwill110ED COMh,IENTARY AND RECOMMENDATION. APV_ A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE i i U Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of NO. C) 7 component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual ' �y web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. �-nn EXP 6-30-05 N Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance `y regarding fabrication, quality control, storage,- delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss `��s.. Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. `_0 ChL<<i_ _Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3 ' Center plate on joint unless /a Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. C2 C3 J5 2. Cut members to bear tightly against each Q other. 0 �, 0 3. Place plates on each face of truss at each 3 joint and embed fully. Avoid knots and wane p " at joint locations. For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices C8 C7 plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS J1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE J preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and *For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in" The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified: dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided' at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing,_or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted, continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. W1!TM BEARING 13. Do not overload roof or floor trusses with stacks . of construction materials. Indicates location of joints at 14. Do not cut or alter truss members or plate without.• ` which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. -- 15. Care should be exercised in handling, erection 0 and installation of trusses. ' TM PANEL HYDRO A/R ® ©1993 Mitek Holdings, Inc. CLIP GANG -NAIL 07897567 Customer : JEROMEJOHNSON Wed Nov 13 15:08:02 2002 Project #: 1113JOHN Truss ID T1GE Family M 223 Span 33-7-B Quantity 2 Top Patch 4/12 Bot pitch 0.5/12 ACES -32 ver.2.0. B1G (3/30/1999) PLATE OFFSETS (X -LEFTY -TOP): IjB-3.21. Ij10-3.21. 1)12-3,21. ,3-0-4 10-2-2 16-9-12 1 23-5-6 30-7-4 33-7-8 t3-0-4 7-1-14 6-7-10 6-7-10 7-1-14 3-0-4 4X4 4 12 n v g 5X6 5X6 5X6 3-0-4 7-10-13 16-9-12 25-8-10 30-7-4 33-7-8 r3-0-4 4-10-9 8-10-15 8-10-14 14-10-10 '3-0-4 L. HL TO PK:17-8-11 INTERNAL RISE:0-6-14 R. HL TO PK :17-6-11 LEFT HEIGHT: O-2 SPAN: 33-7-8 RISE: 5-9-4 RIGHT HEIGHT: O-2 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220.19c L D TOP CHORD:2X4 No.16Btr GR DF -L TOP 16 10 BOT CHORD:2X4 No.16Btr GR OF -L BOTT O 8 LL.OEFL.@0=0.00 < L/240 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB = 1.25 PLATE - 1.25 SPACING : 24.0 in. o. CUBC 97-ICBO,ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS = 1 DEFLECTION (IN.) L.L- 0.00, D.L=0.00, T:L-0.00 NOTES: (1) -Gable studs spaced at 16 inches O.C. (2) -Brace vertical studs in. accordance with standard gable end detail (3) -Continuous bearing provided along entire bottom chard (4) -Provide 1X4 plates at each end of gable stud unless otherwise noted TRUSS CHECKED FOR 80 M.P.H WIND, ENCL.BLOG., WALL HGT. 10 FT, BLDG. CAT. I. EXP. CAT. C. 18 (10+8) PSF DL, 100.00 MI FROM OCEANLINE (ASCE7-9: TOP CHORD BRACING @ 24' O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 190-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 SUOTTE �p e �, REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES ®�"��8gp�pe COMMENTARY AND RECOMMENDATION. g� p pOL®� pEPA�T�E� F��QAQep�FAl Y 1 4 2002 RP -01T A WARNING - Verify design parameters and READ NOTES ON THMAND REVERSE SIDE BEFORE USE Desigrrvalid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual •�0v'� building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of v component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual NO. 171+I�G� web members only. Additional temporary bracing to insure stability during construction g the responsibility er the erector. W. b-1.70-05 Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage,.delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- , 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Et (( &k C.^,I - Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. •Q?f. / V ��a� ,C ..Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property f 1 3/4 ' Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. 1/8+ C2 C3 J5 2. Cut members to bear tightly against each o a 0 C other. 3. Place plates on each face of truss at each O 3 O joint and embed fully. Avoid knots and wane O" U at joint locations. For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices Ce c, 0 plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS J1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 1990 at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width all respects, equal to or better than the grade 4 x 4 perpendicular to slots. Second BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBG 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. 4011" continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N _ - ` • - --=� 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown.' TM 13. Do not overload roof or floor trusses with stocks BEARING of construction materials. Indicates location of joints at 14. Do not cut or alter truss members or=plate without which bearings (supports) occur. MiTek IndUStt Ie5 Inc. . prior approval of a professional engineer. I ,,.•. , 15. Care should be exercised in handling, erection and installation of trusses. v� TM PANEL HYDRO -A/R 0 CLIP ©1993 Mitek Holdings, Inc. GANG -NAIL ACES -32 ver.2.0. B1C (3/30/1999) PLATE OFFSETS (X -LEFT. Y -TOP): (1B-3.2), (110-4, 21. (1116.2.5). 3; 7-5-6 14-1 20-8-10 27-10-8 r ,30 1 7-5-6 6-7-10 6-7-10 7-1-14 3-0-4 4X4 4 4X9 5X8 3X6 5X6 3X4 5-2-1 14-1 22-11-14 27-10-8 ,30-10-12 5-2-1 8-10-15 8-10-14 4-10-10 3-0-4 3y% L. HL TO PK:14-10-2 INTERNAL RISE:0-6-14 07897571 PK :17-8-11 Customer JEROMEJOHNSON Wed Nov 13 15:08:26 2002 Project N: 1113JOHN Truss ID TIS 12 Family M Top Pitch 223 4/12 Span 30-10-12 Quantity Bot pitch 0.5/12 Seat cut 0-3-8 BOT CHORO:2X4 NO.1&Btr ACES -32 ver.2.0. B1C (3/30/1999) PLATE OFFSETS (X -LEFT. Y -TOP): (1B-3.2), (110-4, 21. (1116.2.5). 3; 7-5-6 14-1 20-8-10 27-10-8 r ,30 1 7-5-6 6-7-10 6-7-10 7-1-14 3-0-4 4X4 4 4X9 5X8 3X6 5X6 3X4 5-2-1 14-1 22-11-14 27-10-8 ,30-10-12 5-2-1 8-10-15 8-10-14 4-10-10 3-0-4 3y% L. HL TO PK:14-10-2 INTERNAL RISE:0-6-14 R. HL TO PK :17-8-11 LEFT HEIGHT:1-0-15 SPAN:30-10-12 RISE:5-9-4 RIGHT HEIGHT:0-2 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,190 L D TOP 2-3=0.683 TOP CHORO:2X4 NO.1&Btr GR OF -L TOP 16 10 BOTT 6-9=0.779 BOT CHORO:2X4 NO.1&Btr GR OF -L BOTT 0 B LL.OEFL.@9=0.15 < L/240 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB = 1.25 PLATE = 1.25 SPACING • 24.0 in. o. cUBC 97-ICBO.ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS = 1 OEFLECTION(IN.) L.L- 0.15, D.L=0.16, T_L=0.31 REACTIONS, SIZE: 7--1045. 3.50 1--1045.3.50 UPLIFTS (LBS): HORIZ. (LBS):7=36 FORCES - LOAD CASE PI TOP CHORD: 1-2=-1005. 2-3=-1881, 3-4m-1715, 4-5--1715, 5-6--2684, 6-7--3393. BOTTOM CHORD: 7-8= 3259. 8-9= 3262. 9-10= 2365, 10-11= 1927, 11-1= 0, WEBS: 2-11- 1798, 3-11--236. 3-10--322. 4-10- 740, 5-10=-794, 5-9= 306, 6-9--720, 6-8--72 . TRUSS CHECKED FOR BO M.P.H WIND, ENCL. BLDG.. WALL HGT. 10 FT, BLDG. CAT. I. EXP. CAT. C, 18(10+8) PSF OL. 100.00 MI FROM OCEANL I NE (ASCE7-9: LEFT END VERTICAL IS NOT EXPOSED TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-8. UBC -94 RIGIDLY SHEATHED, BOTTOM CHORD N 0 V 1 4 2002 TOP CHORD BRACING @ 24" O.C. UNLESS CONTINUOUSLY BRACED @ 10-0-O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR REQ'D) REFER TO TPI1PUBLICATION HIB -91 BRACNT ING WY BRACING OOD TRUSSES CH IS WAYS COMMENTARY AND RECOMMENDATION. Bul IE Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Proper/ 1 3/, ' Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. �/8 - ► ~ 1/88 C2M a J5 2 Cut members to bear tightly against each 0 CLI 0�, 0 3. Place plates on each face of truss at each O 3 O joint and embed fully. Avoid knots and wane U at joint locations. For 4 x 2 orientation, locate a 1! 4. Unless otherwise noted, location chord splices C7 C6 O plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS Jl J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and "For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling.is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. BEARING L 13. Do not overload roof or floor trusses with stacks of construction materials.,+.'. Indicates location of joints at 14. Do not cut or alter truss members or plate without which bearings (supports) occur.MITek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection ® installation of trusses. a; - TMand p HYDRO AAF ® PANEL CLIP 01993 Mitek Holdings, Inc: _ GANG-NAIL � � a 07697568 Customer JEROMEJOHNSON Wed Nov 13 15:08:09 2002 Project 1113JOHN Truss ID T2 Family M 223 Span 24-2-8 Quantity 19 Top Pitch 4/12 Bot pitch 0.5/12 ACES -32 ver.2.0. B10 (3/30/1999) PLATE OFFSETS (X -LEFT, Y -TOP): [jB-3, 21, [j iO.4, 2]. (j 12-3. 21. pom" 3-7 7-10-2 12-1-4 [ 16-4-6 [ 20-7-8 [ 24-2-8 [ 3-7 4-3-2 4-3-2 4-3-2 4-3-2 3-7 4X4 4 5X6 JA't JA-+ 5X6 3-7 7-10-2 12-1-4 16-4-6 20-7-8 24-2-8 3-7 4-3-2 4-3-2 4-3-2 4-3-2 3-7 TROJAN 3 ),<, L. HL TO PK:12-9-2 INTERNAL RISE:0-4-4 R. HL TO PK :12-9-2 LEFT HEIGHT: 0-2 SPAN: 24-2-6 RISE: 4-2-7 RIGHT HEIGHT: O-2 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,190 L D TOP 1-2-0.160 TOP CHORD:2X4 No.16Btr GR DF—L TOP 16 10 BOTT 10-11-0.202 BOT CHORD:2X4 No.16Btr GR OF—L BOTT 0 8 LL.OEFL.@10=0.02 < L/240 WEBS :2X4 STANDARD GR OF—L STR.INC.: LUMB = 1.25 PLATE = 1.25 REPETITIVE STRESSES USED DEFLECTION (IN.) L.L- 0.02, O.L=0.02, T.L=0.04 REACTIONS, SIZE:'1=-81, 3.50 7--81.3.50 12--732.3.50 8--732.3.50 UPLIFTS (LBS) : 7-1, HORIZ. (LBS): 1=6 SPACING : 24.0 in. o. cUBC 97—ICBO,ANSI/TPI95 NO. OF MEMBERS — 1 FORCES - LOAD CASEt1 TDP CHORD: 1-2= 123 , 2-3--790 , 3-4=-697 , 4-5=-697 , 5-6--790 , 6-7- 123 BOTTOM CHORD: 7-8=-117, 8-9=-117, 9-10= 750, 10-11= 750, 11-12=-117, 12-1=-117, WEBS: 2-12=-666, 2-11- 885, 3-11--148, 3-10=-99, 4-10- 219, 5-10=-99. 5-9--148, 6-9- 885 , 6-8--666. TRUSS CHECKED FOR 80 M.P.H WIND. ENCL.BLOG.,WALL HGT. 10 FT,BLOG. CAT. I,EXP. CAT. C,18(10+8) PSF DL,100.00 MI FROM OCEANLINE(ASCE7-9: TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94 TOP CHORD BRACING @ 24.O.C. UNLESS RIGIDLY SHEATHED, 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 REQU) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. UI BUILNE A WARNING - Verif), design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USER Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only.. Additional temporary bracing to insure stability during construction is the responsibility of the erector. ni Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance - regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. N O V 1 4 2002 Vin. C171M EXP6-30-05 CIViL �P io _Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property �--1 3/4 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. & CZ C3 J5 2. Cut members to bear tightly against each a o �, 0 3 other. 3. Place plates on each face of truss at each U 0 joint and embed fully. Avoid knots and wane 0 " at joint locations. For 4 x 2 orientation, locate � a 4. Unless otherwise noted, location chord splices C8 C70 plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 1990 at time of *This symbol indicates the fabrication. _ required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and *For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. TM Mi! BEARING 13. Do not overload roof or floor ttussbs with ltacks . of construction materials. a Indicates location of joints at 14. Do not cut or alter truss members or plate without, which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. _ 15. Care should be exercised in handling, erection. , and installation of trusses. ,. N� TM HYORO A/R 0 PANEL ©1993 Mitek Holdings, Inc. CLIP G ANG -NAIL Customer JEROMEJOHNSON 07897569 1 WeG Nov 13 15:08:14 2002 Project M: 1123JOHN Truss ID T2GE Family N 223 Span 24-2-6 Quantity 1 Top Pitch 4/12 Bot pitch 0.5/12 ACES -32 ver.2.0. Blo (3/30/1999) PLATE OFFSETS (X -LEFT Y -TOP): [jS-3. 21. [710-3.21. [712-3.21, 3-7 7-10-2 12-1-4 16-4-6 20-7-8 24-2-8 3-7 4-3-2 4-3-2 4-3-2 4-3-2 3-7 4X4 4 5X6 5X6 3-7 7-10-2 12-1-4 16-4-6 20-7-8 24-2-8 3-7 4-3-2 4-3-2 4-3-2 4-3-2 3-7 L. HL TO PK:12-9-2 INTERNAL RISE:0-4-4 R. HL TO PK :12-9-2 LEFT HEIGHT: O-2 SPAN: 24-2-8 RISE: 4-2-7 RIGHT HEIGHT: O-2 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,190 L D TOP CHORO:2X4 No.16Btr GR OF—L. TOP 16 10 BOT CHORO:2X4 No.16Btr GR OF—L BOTT O B LL.DEFL.@0=0.00 < L/240 WEBS :2X4 STANDARD GR OF—L STR.INC.: LUMB — 1.25 PLATE = 1.25 SPACING : 24.0 in. o. cUBC 97—ICBO,ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS = 1 DEFLECTION (IN.) L.L- 0.00. D.L=0.00. T.L=0.00 NOTES: (1) -Gable studs spaced at 16 inches o.c. (2) -Brace vertical studs in accordance with standard gable end detail (3) -Continuous bearing provided along entire bottom chord (4) -Provide 1X4 plates at each end of gable stud unless otherwise noted TRUSS CHECKED FOR 80 M.P.H WIND. ENCL.BLDG.. WALL HGT. 10 FT, BLDG. CAT. I, EXP. CAT. C. 18 (10+8) PSF DL, 100.00 MI FROM OCEANLINE (ASCE7-9: TOP CHORD BRACING @ 24' O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 1O'O'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 REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. aU BUILDING 1 Nov 1 4 2002 A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design -valid for use only with MlTek connectors. This design is based only upon parameters shown, and is for an individual Yi ? 6. eV304-16 =n /4,: building component to be installed and loaded vertically. Applicability of design parameters and proper_ incorporation of Gn .av'w component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual H web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. n, sr� C Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- � �©F 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Symbols Numbering System A General Safety Notes •PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3/4 ' Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. V8+ Cz C3 J5 2. Cut members to bear tightly against each 4F Q a 00 U 3 other. 3. Place plates on each face of truss at eachZ 00 O joint and embed fully. Avoid knots and wane O�� " U at joint locations. For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices C8 C6 D plates 1/8" from outside edge of at 1/4 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS Jl J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and "For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBG 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring cQnnecfions to trusses are the responsibility of others unless shown. Im BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. •� Indicates location of joints at 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in h.cindling; erection and installation of trusses. TM HYDRO -A/R 0 PANELCLIP ©1993 Mitek Holdings, Inc. GANG-NAII � _ �+ 07897570 Customer JEROMEJOHNSON wed Nov 13 15:08:21 2002 Project N: 1113JOHN Truss ID T3 Family # 110 Span 17-7—B Quantity 2 Top Pitch 4/12 ACES -32 ver.2.0.B10(3/30/1999) PLATE OFFSETS (X -LEFT, Y -TOP): [j2-3.21. 06-5.21. [)8-3.21. [j9-4.21. Ij10.5, 21, 4; 4-3-6 8-9-12 13-4-2 17-7-8 4-3-6 4-6-6 4-6-6 4-3-6 r 4X4 4 3X7 (8 5 6X8 8X8 6X8 7 4-3-6 8-9-12 13-4-2 17-7-8 -5Y7 4-3-6 4-6-6 4-6-6 4-3-6 TROJAN L. HL TO PK: 9-3-6 R. HL TO PK :9-3-8 LEFT HEIGHT:1-3-3 SPAN:17-7-8 RISE:4-2-7 RIGHT HEIGHT:1-3-3 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,190 L D TOP 2-3=0.275 TOP CHORO:2X4 No.i&Btr GR OF—L TOP 16 10 BOTT 8-9=0.807 BOT CHORO:2X8 No.2 GR DF—L BOTT 0 6 LL.DEFL.@9=0.07 < L/240 WEBS :2X4 STANDARD GR OF—L SPACING : 24.0 in. o. cUBC 97—ICBO.ANSI/TPI95 REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 2 DEFLECTION (IN.) L.L- 0.07. D.L-0.08, T.L-0.16 WEB: 2-10; 6-8 TO BE 2X4 No.1&Btr GR OF -L REACTIONS, SIZE: 1=-4862. 3.50 7--4862.3.50 UPLIFTS (LBS): 1=425, 7=425 HORIZ. (LBS): 1=4 FORCES- LOAD CASE 81 TOP CHORD: 1-2=-3810. 2-3=-7220, 3-4=-5929, 4-5=-5929, 5-6=-7220, 6-7=-3810. BOTTOM CHORD: 7-8- 0. 8-9- 6849, 9-10- 6849, 10-1- 0, WEBS: 2-10- 6995, 3-10- 786, 3-9--1365, 4-9- 3514, 5-9--1365, 5-8= 786, 6-8- 6995, LOADING STRESS INCREASE LOADING PANEL (PLF) / JOINTS (LBS) LUMBER PLATE TYPE 1 1.25 1.25 UNIFORM 2- 6- 52 7- 1- 509 TRUSS CHECKED FOR 80 M.P.H WIND, ENCL. BLDG.. WALL HGT. 10 FT, BLDG. CAT. I. EXP. CAT. C. 18(10+8) PSF OL, 100.00 MI FROM OCEANLINE(ASCE7-9: BOTH END VERTICALS ARE NOT EXPOSED NOV 1 4 2002 2 MEMBERS NAILED TOG. W/1 ROW(S) OF .131x3 in. NAILS 12 in. o.c.(TOP CHS.). AND 1 ROW (S) OF .131x3 in. NAILS 3 in. o.c(BOTT. CHS.) For Webs use 1 ROW of NAILS 12 in. o.c. TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, 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 ff� REQT)) REFER TO TPI PUBLICATION HM -91 BRACING WOOD TRUSSES � Aj COMMENTARY AND RECOMMENDATION. r A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE li v3 D({ Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual ®�9L� building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of BUILD component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual 4. P. web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. �� Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance .A CNN regarding fabrication, quality control, storage; delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- Q �� 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss F C,�1. Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. t .Symbols Numbering System A General Safety Notes .0 PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property � � 1 3/a ~ Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. �/e 1/s+ C2 C3 J5 2. Cut members to bear tightly against each 0 other. 0 3. 0 �., LC6 Place plates on each face of truss at each joint and embed fully. Avoid knots and wane p U at joint locations. For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices CB C7 0 plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS J1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 190/. at time of ~This symbol indicates the fabrication, required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 1b ff. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility"of others unless shown. BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. 'IM Indicates location of joints at 14. Do not cut or alter truss members or plate without r. which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection ® and installation of trusses. N� TM PANEL HYDRO-A/R CLIP ©1993 Mitek Holdings, Inc. GANG-NAIL PSON Model No. Ga W Dimensions H B TF Fasteners Carrying Carried Member Member Avg Doug-Fir-Larch/Southern Pine Allowable Loads Gape With 13/4 " G ap3 Spruce -Pine -Fir Allowable Loads iTC4 Ult Floor Snow Roof Wind Floor Snow Roof (100) (115) (125) (133) (100) (115) (125) Wind (133) 3T2 12 1% 3X8 2y 2y 2-1Od 2-10dx1y 7883 2200 2200 2200 2200 1435 1435 1435 1435 v1PT2 12 1% 37X, 2 33/, 2-16d DPLX 2-10dx1y 15650 1890 1920 1940 1955 1445 1470 1485 1500 IT26 12 1% 6 2y 2y 2-1Od 2-10dx1y 7883 2200 2200 2200 2200 1435 1435 1435 1435 OPT26 12 1% 6 4y2 33/, 2-16d DPLX 2-10dxiy 15650 1890 1920 1940. 1955 1445 1470 1485 1500 3T28 12 1% 8 2y 2y 2-10d 2-10dxiy 7883 2200 2200 2200 2200 1435 1435 1435 1435 OPT28. 12 1% 8 4y 3% 2-16d DPLX 2-10dx1y 15650 1890 1920 1940 1955 1445. 1470 1485 1500 IT210 12 1% 10 2y 2y 2-1Od 2-1Odx1y' 7883 2200 2200 2200 2200 1435 1435 1435 1435 0PT210 12 1% 10 4y 3% 1 2-16d DPLX 2-10dx1y 15650 1890 1920 1940 1955 1445 1470 1485 1500 3T212 12 1% 12 2y 2y 2-1Od 2-10dxiy 7883 2200 2200 2200 2200 1435 1435 1435 1435 OPT212 12 1% 12 4y 33, 2-16d DPLX 2-10dx1y 15650 1890 1920 1940 1955 1445 1470 1485 1500 3T214 12 1/ 1 14 1 2y 2y 2-1Od 2-1Odx1y 7883 2200 2200 2200 2200 1435 1435 1435 1435 APT214 12 1% 14 4y 33/, 2-16d DPLX 2-1Odx1y 15650 1890 1920 1940 1955 1445 1470 1485 1500 DT216 12 1% 16 2y 2% 2-1Od 2-10dx1y 7883 1 2200 2200 2200 2200 1435 1435 1435 1435 OPT216 12 1% 16 4y 33/, I 2-16d DPLX 2-10dx1y 15650 1890 1920 1940 1955 1445 1470 1485 1500 VPPT2-2 12 35(8 37X8 2y 2X, 2-1Od 2-10d 10560 3255 3255 3255 3255 2600 2600 2600 2600 VIPT2-2 12 35(6 37,58 2 3% 2-16d DPLX 2-1Od 15650 3635 .3675 3700E3255 2765 2795 2820 2835 VPPT26-2 12 33(8 6 2y 29<8 2-1Od 2-1Od 10560 3255 3255 3255 2600 2600 2600 2600 MPT26-2 12 33{8 6 2y 33/, 2-16d DPLX 2-1Od 15650 3635 3675 3700 2765 2795 2820 2835 VPPT28-2 12 3W, 8 2y 2356 2-1Od 2-1Od 10560 3255 3255 3255 2600 2600 2600 2600 MPT28-2 12 3% 8 2y 3% 2-16d DPI -X 2-1Od 15650 3635 3675 3700 2765 2795 2820 2835 VPPT210-2 12 3356 10 2y 2X6 2-1Od 2-1Od 10560 3255 3255 3255 3255 2600 2600 2600 1 2600 MPT210-2 12 33{8 10 2y 33/, 2-16d DPLX 2-1Od 15650 3635 3675 3700 3720 2765 2795 2820 2835 4PPT212-2 12 3356 12 2y 23;8 2-1Od 2-1Od 10560 3255 3255 3255 3255 2600 2600 2600 2600 MPT212-2 12 3% 12 2y 33/, 2-16d DPLX 2-1Od 15650 3635 3675 3700 3720 2765 2795 2820 2835 VPPT214-2 12 3358 14 2y 2X, 2-1Od 2-1Od 10560 3255 3255 3255 3255 2600 2600 2600 2600 VIPT214-2 12 3356 14 2y 33/, 2-16d DPLX 2-1Od 15650 3635 3675 3700 3720 2765 2795 2820 2835 VPPT216-2 12 3% 16 2y 2356 2-1Od 2-1Od 10560 3255 3255 3255 3255 2600 2600 2600 2600 MPT216-2 12 3% 16 2y 33, 2-16d DPLX 2-1Od 15650 3635 3675 3700 3720 2765 2795 2820 2835 VPPT4 12 3% 37/16 2y 2% 2-1Od 2-1Od 10560 3255 3255 3255 3255 2600 2600 2600 2600 V1PT4 12 3% 37716 2 33/, 2-16d DPLX 2-1Od 15650 4175 4175 4175 4175 3190 3220 3240 3260 NPPT412 12 3% 12 2y 2X, 2-1Od 2-1Od 10560 3255 3255 3255 3255 2600 2600 2600 2600 MPT412 12 3% 12 2 33; 2-16d DPLX 2-1Od 15650 4175 1 4175 4175 1 4175 3190 3220 3240 3260 VPPT414 12 3% 14 2y2 2356 2-1Od 2-1Od 10560 3255 3255 3255 3255 2600 2600 2600 2600 V1PT414 12 3% 14 2 3% 2-16d DPLX 2-1Od 15650 4175 4175 4175 4175 3190 3220 3240 3260 NPPT416 12 3% 16 2y 23,56 2-1Od 2-1Od 10560 3255 3255 3255 3255 2600 2600 2600 2600 MPT416 12 3% 16 2 3% 2-16d DPLX( 2-1Od 15650 4175 4175 4175 4175 3190 3220 3240 3260 NPPT4-2 12 7y, 37/6 2y 2;56 2-1Od 2-1Od 10560 3255 3255 3255 3255 2600 2600 2600 2600 MPT4-2 12 7y, 33f8 2 33; 2-16d DPLX 2-1Od 15650 4175 4175 4175 4175 4175 4175 4175 1 4175 /MPT hangers are limited based on joist bearing capacity for the specific wood species, up to the maximum test value of 4175 lbs. All headers are grouted masonry block. iTERIAL: 18 gauge HTC4 IISH: Galvanized 3TALLATION: • Use all specified fasteners; see General Notes. • The HTC has a 21/2" slot to accommodate truss movement • The S/HTC is available for steel truss applications. • This connector has high lateral capacity. .oads may not be increased for 3. Installed with maximum 1'/4" space ;hort-term loading. between rafter or truss and top Yuss or rafter must be bearing plate under "WITH 11/4 GAP." Where m top plate'to achieve the allowable loads are not required, space is not oads under "WITHOUT GAP." limited to 1'/4". Allow %6" gap between nailhead and truss clip to help prevent squeaking Typical HTC4 Installation on a 2x6 Plate Dimensions Fasteners Allowable Loads' (133 &.160) AodelWithout No. Top Plate Base Slot Gape With 13/4 " G ap3 F1 F2 F1 F2 iTC4 2x4 Plate 6-10d 3-10d 390 305 85_L280 2x6 Plate 6-10d 3-10d 485 280 155 1 280 .oads may not be increased for 3. Installed with maximum 1'/4" space ;hort-term loading. between rafter or truss and top Yuss or rafter must be bearing plate under "WITH 11/4 GAP." Where m top plate'to achieve the allowable loads are not required, space is not oads under "WITHOUT GAP." limited to 1'/4". Allow %6" gap between nailhead and truss clip to help prevent squeaking Typical HTC4 Installation on a 2x6 Plate