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042-590-057
i2-590-057 I'D DEVELOPMENT CLR SHEET 042-590-057 PERMIT#97-0663 DENNEY, Rick & Rochelle 3165 Willow Bend Dr., Chico Cont: Denney Const. New Single Family /U 042-59-0-057 99-0838 B MURFREDI, Gino & Mary 3165 Willow Bend Dr, Chico ktrellis�/p�/)� Yo�//�g�106 042-5�9-P0-057 � -. 99-0839 B, P, MURFREDI, Gino & Mary 3165 Willow Bend Dr, Chico anew pool) Denney Co Com) seen - " �b ��{T,-sjg0^U51 03-3683 COMCAST COMM, SEE ATTACHED, CHICO Cont: WESTCOAST COMM PLACE CATV POWER SUPP 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 4 42 ASSESSOR PARCEL NUMBER SEEATTACHED ZONING BUILDING PERMIT OWNER COMCAST COMMUNICATIONS TELEPHONE So. FT, OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 4350 PELL DR SACRAMENTO CA 99919 CONTRACTOR'S NAME J WESTCOAST COMMUNICATIONS 143 TELEPHONE 2471 CONTRACTORS MAIUNG ADDRESS 140 MEYERS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ Plan Checking Fee $ BUILDING ADDRESS SEE ATTACHED Energy Plan Checking Fee $$ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling 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 oas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: PLACE. CATV POWER SUPPLY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W I@20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service '.*.' oa LEN 8 23.00 184.0 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 i II force and effect. /�/ License Class — 10 Lic. NO. / �s 1110 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, army 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. [31 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 Main Service 200A TO 1000A 46.00NEW CONST. DWELLINGOCCUP. OR ADDNS. ( a ACC. BLDs. s0 3.50 NON -RID. MULTI -OUTLET @7.50 POWER APPARATUS a sINGLE ourLEr CIR. Ex. Occup. OUTLET OR FD=RES 00 BAL @'.50 Ex. Occup. oXEO R� D.) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $204.00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation I E PERMIT FES S 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.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall 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' c mpensa ' rovisions of section 3700 of the Labor Code, I shall forth c mply h Be provisions. X Date �� Signature of Applicant - ❑ Owner # Contractor ❑ Agent An OSHA permit is required for excavations ver 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST4WPE, TAL FEE $ 204.0'not HAz. P FLOOD COF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By �— PERMIT EXPIRES ON Az the applicable provisions Resolutions to do work been paid. Date ate Receipt No. WHITE-D.D.S.-B.CW RY-ASSESS R PI SP CTO DENROD-APPLICANT 60, el `. r.0 ~.''-� `', �•z r �. s Gip j `- .,, , .CD J. •4 •' j'1 ttf�wp r l� � 'i t 1i •'; ro R 25 !. ;} l ,,LOCATION �. f! 622 1` c CH22—P01 LOT UG DROP l �\ -590 ! �`'. UAPN 042 _Tot G DROP rfl + ��, 9� ��'t '° ��•,......,. J-` z-ts (o) R 2 �. 9� 4316 5 W I LLOW 8 E N D D R �' �Y,� t- t 10) !r! ! t-1.5(0) 1 `'i i � � ` !`• ro'S� I `i rJ 1 %J fJ UG DROP ' h N. UG DROP % '+ l'�' %' j \aP 'p 2-1.5(0) r le" l` V f UG DROP L \ UG DROP N. : J ;,.ti' UG DROP `ti\ UG-DROP 1J' UG DROP UG DROP ;. ; .°j ��• `� ` ,f' UG DROP ;.tom.✓'' 2-1.5`(0) ' CIO/ f l z r ® t `(0) 1-1.5 (0) `ti >-.5'(0) UG DROP r! '� % tit q` ,•• '';.t -� �; 2-1.5 (0) 2- 1 `(0)y / •'P 2-1.5r(0) `'' ,JJJ * 1 `(0) ' ©'i !y �., UG DROP r ' ; e J� r ♦ '; cJ Jit u, PROJECT: SCALE: ` PROPOSED CATV onTE: NONE Comcast communications 6-27-03 MGM I bR. SPCRHE100. CA 958.18 POLE MOUNTED POWER SUPPLY APPROVED BY: REv1510N: CH22—POI 1 0 ,� ���Gr�C,,' '•yp6 / J' 6�A �� ti �� i h.tt 10 fry h'h. J'J , f If J'J' 1J J R 25 , �. r s h ,"OCATION `) 622 V JJ Y. .. CH22—PO1 . �`Lt '��� � Jr UG DROP r'r . m APN :07042-590-•`0�7 r t` ': UG DROP /r 1, R 21'\ 9J"9L�`•t3165 WILLOW,-BEND DR/e" �,t�J-'oe �-15(o) 1-1.5 (0) F It J ,64. �P /r�G� �' ���. ` �• t` f ""1, UG DROP ©ter f UG DROP i `'�f P��P \J:'p 2_1 I.57(0) JIx �` te° `t t Ile UG DROP A �•i; i .t ` '•,y�bh �S,'''i �,,,• rya 9 /r 1.v,..,�^_-., UG DROP t < JJ'^�h6 =h UG DROP ih t i J �ti `ty UG DROP G� JUG DROP Jfr /'� "; f •^ r UG DROP UG DROP ; 2-1.510) R t. C3 t 1r r 110) >-1.5'(0)��,, Citi t / .5'(0) UG DROP �. f. 2-1.5(0) t ..h 2- 1 (0)� J P 2-1.510) ,i t- 1 �(0) i { �L UG DROP 1(7. J' •i i r h,.i � ' +, 'h PROJECT: SME: NONE '°°'` PROPOSED CATV oA,E.6-27-03 1 c o m c a s t communications ,�,�o Uy: ' -� REQ— -wo E m• 10.«mu POLE MOUNTED POWER SUPPLY rVIStON: CH22-P01 . 0 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530)PERMITe,1119�o' (Rev. 12/96) APPLICATION AND PERMIT ASSEST u(�L 12EWT-057 ,y-� 20NINRTI—A BUILDINGPERMIT OWNER OWNMARY MURFRED! ERS NG SS CONrgA q g ,.yL—N1bL'W HND DRIVE, GHIGO GA 95073 DENNEY CONSTRUCTION TELEPHONE TELEPHONE 342-7056 SO. FT. OCC. BUILDING VALUATION cDM 23 WESTDEAST AVENUE, STE 263, CHICO CA 95926 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuatlon Is ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee Z ORIGINAL S 126.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 3165 WILLOW BEND DRIVE CHICO CA Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling ee .00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other POOL SPECI`Y Each Trap 1 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 ❑ Installation ❑ Other EX Describe Work: 1;T RENEWAT,/99-0839 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service �°. oA LE S 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that 1 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 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. OWELLOJG OCCUP. OR ADDNS. ( 8 ACC. OCS. SO 3.5¢FT. =RESID MULTI.%L ,U @7,50 POWER APPuwTUS 8 SINGLE OUTLET CIR. EX. OCCU OtmET OR FIXTURES 0 O 100 B4 .50 ED Ex. Occu . o. RD.G� 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 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.) ❑ 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' 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 - ❑ 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. MECHANICAL PERMIT Filing Fee 20.00 Heating cooling Hood 6.50 Ventilation PERMIT FEIE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 146 nn HAz. o. FEEg IMP FLOOD COF pAgcQ p0 HD ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON provisions to do work paid. 5/11/01 Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I/a 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 9A y/15/d a ASSESSf�Rp ICI IM�R 057 �`AjjNNDD'-057 ZONING RT1—A BUILDING PERMIT OWNERGGI�+NNO MURFREDI TELEPHONE 8O. FT. • OCC. BUILDING VALUATION OWNER MAI5 3 ADDRESS 1�WILLOW BEND DRIVE, CHICO CA 95973 CONE CTOR'S NAME ENNY CONSTRUCTION TELEPHONE 342-7055 CONT 235 WEST EAST AVENUE, CHICO CA 95926 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Flln Fee $ 20.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit Fee ORIGINA $ 9.50 Plan Checking Fee $ suILDIN3165SSWILLOW BEND DRIVE CHICO Energy Plan Checking Fee $ $ PERMIT FEE $All C�Q IDT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other TRELLIS '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 ❑ Installation ❑ Other ❑ X Describe Work: 1 4T RF.NEWAi,f g9_nRis Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Feel 20.00 Main Service '..A R'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 in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I herebyaffirm under penalty of perjury that I am exempt from the Contractors License P by P 1 rY P Law for the following reason: ❑ I, as owner of the property, or my employees with wages astheir 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 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.) fy P P I certithat in the erformance of the work for which this ermit is issued, I shallnot employ any person in any manner so as to become subject to workers'HAz. 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 - ❑ 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 1000A 46.00NEW CONST. DWELLING OCCUP. so OR ( a ACC. sLns. 3.50,. cod NDL}RES MULTI OUTLETCa, 07.50 POWER APPARATUS 8 SINGLE OUTLEr CIR. 00 Ex. OCCu OUTLET OR FIXTURES BALa':� Ex. OCCU FULED APPLNS. OR ouTLETs REBID. E. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEi: $ Mobile Home Installation Fee $ Energy Inspection Fee $ TYPETOTAL FEE $ 69.5❑ locccoNsr. D FEES IMP FLOOD CDF PARCEL PO HD ISSUE This permit is hereby Issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON provisions to do work paid. 5/11/01 to Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I COUNTY OFBUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 opt YVI/ (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 042-59-0-057 ZONING 4!:114 BUILDING PERMIT OWNER GINO ANDr4AIRY J11URFREDI TELEPHONE SO. FT. OCC. BUILDING VALUATION 576 88 OWNER's MAILING ADDRESS 3165 WILLOW BEND DR, CHIGO 95973 CONTRACTOR'S NAME DENNY CONST TELEPHONE ' 342-7055 CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation Is ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ 99.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 64.35 BUILDI"? fDIL l� .SE1JgLOW BEND DR, CHICO Plan Ch $ Energy an ecking Fee $ PERMIT FEE $ LOT NOt SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF CX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition CSXRemodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: TRELLIS OFF REAR PATIO Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I s I G I W BE "920.00 - - PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200A OR LESS 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.r License Class [i C — S Lic. No. S/ 2 e9`1 2-8 -� 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 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( s ACC. Bins. s0 3.50FT. NEC9 NON•RESIDTONS MULTI-OUTLET'ITS @7,50 POWER APPARATUS SINGLE OUTLET CIS. Ex. OCCU OUTLET FIXTURES 20 @ I.00 BAL @ .so Ex. Occup. ouTLEEDTs RES D.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 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' 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.) 1� 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' co ensation provisions of section 3700 of the Labor Code, I shall forthwith cc ply w' those provisions. X Date _4_0? _p _ Signature of Applicant - ❑ Owner R Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ _,18 5 HAZ. -t 0. FEES IMP FLOOD COF �- p D SUE 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. ,p By ate PERMIT EXPIRES ON (Da t Receipt No. I{ WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754 PERMIT No (Rev. 12/96) APPLICATION AND PERMIT AS 91311OR PAACJ3. NUMBER Z_ -p, ZONING BUILDING PERMIT OWNER - , /f , U41�` , TELEPHONE SO, Fr, OCC. BUILDINGVALUATION owNEIL9 MAILING � DRESS ! «.l CONTRACTOR'S NAME on TELEPHONE -342 70,56 CONTRACTORg 4--e CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation s 7 B ' ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR EWJWMR8 MAILING ADDRESS Plan Checking Fee $ euILOWG ADOREss /!05 WL l � Energy Plan Checking Fee S $ C� cd A 1-517A PERMIT FEE _ 16`3.3r LOT NO. sus ioq PARCEL AAAP PLUMBING PERMIT Fling Fee 20.00 Each Tr 7.00 USEOFSTRUCTURE SF )9 Duplex ❑ Mobilshome ❑ Other sPecsv 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 0Utilities ❑ InAtallation ❑ Other P, Describe Work: f � l// 4 JPPM f QL �i v Gas piping system'l - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE : ELECTRICAL PERMIT Fling Fee 20.00 Main Service ma on 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 Llc. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, 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 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.) ❑ 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 1 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 - ❑ 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. Main Service 20" To IOOOA 40.00 NEW CONST. DWELLMIG OCCUP. s0 OR ADONs. a ACC. OO 3.5¢xNEW : ,,O"ES D. MULTI o RCUr @7.50 8 PSSJOowERIE APPARATUS 1 OUTLET C1Ex. O1J� °R FDm"L� Occup. ew ® L:w Ex. Occup. G,.APPLNS .1 E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 8.50 Ventilation PERMIT FEI: S Mobile Home Installation Fee Is Energy Inspection Fee s occ CONST. TYPE TOTAL FEE $ HAZ. o. PEES IMP FLOOo I CGI PARCEL PD This permit is hereby Issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON provisions to do work paid. 10 ReceiptNo. 5 it `1� WHITE-D.O.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLOENROO•APPLICANT I'��n�., :...`tryi�.i�..[['�-yv itt���.�������''`o'l�� �4�'��������h.3M�'i.�..vlll�iY+.,.�Kr��''`.-��.�iM'a♦ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT"PLICA TION DATA SHEET OWNER: G ASSESSOR PARCEL NUMBER: N Z — .5-c% L9 Q S— Proposed Building Use: d,Qfe LL i V 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 -------------------------------------------------------------------------------------- ttl Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ �.3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 114. Engineered plans, 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. ---------------------------------- ❑ 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. 1110. Fees of $------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ------- ❑ 12. California Department of Forestry plan approval/fees. ❑ 13. Flood elevation certificate. ---------------------------------------------------------------------------------------- 4...Sanitation and plot plan approval -_C( t? -Health Department. ----------------------- -------------------- ❑ 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval frpm the City of Biggs. bel T Planning approval for (A) Use: Q f < !, (B) Parking: _ ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---. ❑20. Pre -inspection for required Request to Building Inspector on 1:12 1. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. ------------------ 1123. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -- ❑24. Letter of signature authorization. -------------------------------------------- E125. ------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------- ❑26. Letter of intent on building use. ----------------------------------------------. ❑27. Manufactured Home utility clearance. --------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------. ❑29. 11433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. (Date) Telephone yZ ' 7 ��6 and hold for pickup at G HSL ✓ o ce. Deliver 'th inspector. Applicant: Date: 4 i2lo Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer; owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: 0 Date: 6'" 77 -- Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Vallniv f nmr _ Tlo..�.+...e..r ..FTIe..,.l,.-._-..,._a o_--:--- r�--'ie•_ _ r. . R COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION s 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541— OP,E,IT -o. (Rev. 12/96) APPLICATION AND PERMIT �� e ASSESSOR PARCEL NUMBER 042-59-0-057 ZONING SR R-rJA BUILDING PERMIT OWNER GINO AND MARY MURFREDI TELEPHONE SO. FT. OCC. BUILDING VALUATION EST 25,000 OWNERS MAILING ADDRESS 3165 WILLOW BEND DR, CHICO 95973 CONTRACTOR'S NAME DENNEY CONST TELEPHONE ' 342-7056 CONTRACTOR'S MAILING ADDRESS 236 WEST EAST AVENUE STE 263 CHICO CA 95926 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 252.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS 3165 WILLOW BEND DR CHICO Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling ee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other POOL 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 NewXO Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SWIMMING POOL MASTER 509-94 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ 35.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service i.. oa mss 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. �1 2 -SI � License Class Lic. No. (( j3� �'_ S3 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. ❑ 1, 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 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 Omply with those provisions. X ____ ___ Date moi- z� — % Signature of Applicant - ❑ Ow®r ig Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. TO Main Service To 46.00 NEW CONST. DWELL EL OCCUCUP. SO OR ADDNS. ( -&-ACC. BLDS. 3.50FT. NON-RESIDT RANCH CIRCUITS ET @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. 20 [gam 1.00 Ex. Occup. OUTLET OR FDRURES SAL p .50 Ex. Occup. ouiLrEOTs REESSIo.oEE 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 1 130.00 POOLPERMIT FEE S 50.00 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee Is Energy Inspection Fee Is occ CONST. TYPE TOTAL FEE $ apr c , D. FEES' IT? FLOODCDF PAB�EL D UE 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. f a By40�ate [ J PERMIT EXPIRES ON -5 1 to ReceiptNo. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 D ?SMI NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARC91. NUMBER ZONING BUILDING PERMIT OWNER, - Q f /4 i� e TELEPHONE SO. FT. OCC. BUILDING VALUATION r O OWNERS MAILING DRESS r QzJ , �d 9v2, CONTRACTOR'S NAME TELEEPHHONE / CD3�� CONSTRUCTION LENDER N Fireplace LENDER'S MAIUNG ADDRESS • Total Valuation $ n 00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 2:5Z ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS \ Energy Plan Checking Fee $ $ CK I cJ GA PERMIT FEE $ LAT NO. SUZ101j E n / / ` (l PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF J91 Duplex ❑ Mobilehome ❑ Other SPECS Each Trap 7.00 Solar or heat*pump water heater 23.00 Water piping 15.00 S Each as water heater or vent 15.00 ' TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other R1�'- Describe Work: (� i % �Z,/,t•Sd`V_A_ ✓ 0n� Gas piping system,1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ _3 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 20°0AL OR LLEESS 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. '8 License Class Llc. NO. 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 TO 46.00 NEW CONST, OWELEL LINO OCCUP. CU OR ADDNS. ( 6 ACC. BLDS. SO 3.50FT. =.C.O NST. MULTI -OUTLET @7,50 POWER APPARATUS SINGLE OUTLET CI0. Ex. Occup. OUTLET OR FIXTURES eu @ 1.w Ex. Occup. ouTiEis(RRD.oEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 12 op ( 30 3 PERMIT FEE $ O 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 (rhe 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. X _ Date 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. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE p p HAZ. o. PEES IMP FLOOD COF PARCEL PD HD ISSUE This permit is hereby Issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON provisions to do work paid. _ ro ReceiptNo. WHITE •D.D.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: G w 0 /'/� rJ FR gip' iASSESSOR PARCEL NUMBER: y 2 ' ,�97 0 Proposed Building Use: noo 1 3,0q, 9 `'i Building Inspector: 1�Date: r�t L / ` C1 At time of permit application, I was advised the following data must be submitted prior to permit p essmg 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. ----------------------------------------------------- ❑4. Engineered plans, 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. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- El8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ ❑ 10. Fees of $------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ------- ❑ 12. California Department of Forestry plan approval/fees.-----------------=--------------- ❑ 1 . Flood elevation certificate.---------------------------------------------------------------. 914. Sanitation and plot plan approval 1Health Department. ------------------ ❑ 15. City of Chico plumbing permit.----------------------------------------------------------. ❑ 16. Plot plan and business license approva;Z7 the Cityof Biggs. ---------------------- be 7. Planning approval for (A) Use: 0 (B) Parking: _. ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- 020. Pre -inspection for required Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). ----------------------------- 0 22. Workers' Compensation carrier and policy number. ------------------------ 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). --- 024. Letter of signature authorization. ---------------------------------------------. ❑25. Recorded copy of Agricultural Acknowledgment Statement. --------------- 026. Letter of intent on building use. ------------------------------------------------ ❑ 27. Manufactured Home utility clearance. ----------------------------------------. ❑28. Existing violations and/or expired permits. ----------------------------------- 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. other: —:I IN- - L�— ,;nyou issue the permit, process as follows 11Mail to owner, ❑Mail to contractor. Telephone 3 rL ' s and hold for pickup at (- office. Deliver with inspector. Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, o Fire Department, o Air Pollution Date: By: Copy of plans sent ❑ Health Department, o Fire Department, o Other: Date: By: Index permit application for the above items numbered: 2. Additional items required • u� _ (Date) 40-zvo -95' ❑ Plan Check List Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by o phone, o mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by o phone, ❑ mail, ❑ Building Divisio unter, by Date: Plans reviewed by: Date: Plans approved by: C7' Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Vallrnv 0—, - _,rTlo..et--- Tl n___IA_-- rte' - TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance r :Y E.H. USE ONLY Plot Plan Attached Floor Plan Attc /�� Sent to B. D. / /4I6 -77261 -ea/; 3/65 42--69'0-057 Owner Location AP# Plan Approved for: Sewage Disposal x Water Supply: Public Private Well �9 Clearance for Wig. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date • RE D NTIAL _ 042-590-057 PERMIT#97-0663 DENNEY, Rick & Rochelle 3165 Willow Bend Dr., Chico !/ Cont: Denney Const. ` New Single Family j� - f O ds t i RC( - s - +C tOFFICE COPY - -• - Address p GAS Meter`ByRIC at. J ELECT lC l _Meter Bys_ OFFICE COPY Address c7�D"l7 C�T�Lc�zV-Q i GAS Meter By Date�'� ELECTRIC Meter By Date JOB FINALED (Date) i O — Signature V=OK O = Not OK *=NottRepady MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/O -Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / /"L'ft. / /Nat. or/ /"L°ft./ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance -GR 5. - 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/3 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 N. -_ Na OK RESIDENTIAL = Not Applicable = Not Ready Date SJNDERFLOOR (Plans) OK except #'s UPRZ l,00Zone Setbacks-Easments-Flood-Slope 2e11t_g.,jkWn; Soils-Elec. Gmd.-/ P Ftg. Depth �r 4. Garage; Soils-Steel-Elec. Grnd/ P Ftg. Depth Ftg. Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. St ails, Main; Steel-Blockouts-Wrapped Stemwalls, Garage; Steel-Blockouts-Wrapped old Downs and Special Anchors 8. lab, Steel -Wrapped Piers- ' eplace Ftg.-Steel 10. 11. V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pienums & Ducts; Clearance-Mater:al-Support-Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card E-1 Date P14i 21NG (Permit) OK except #'s ater�l- tr.; Vent -Access -Combustion Air Baffle 1&.ater Pi W Test & Anchor -Nail Protection Test Fittings & Anchor -Nail Protection . Shower Pan; Test, First Floor -Tub Access est & Shower, Second Floor -Tub Access as Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s a1 _Yture ransformer Clearance -Ins. Protection 2 ec eptacles Spacing -Lights & Switches at Doors Size Bo o. of Conductors Stapled omex Installed Close to f Studs & C.J. t, -Equip -Ground made u w/Mec stners-Bon r 28. 2 AppliApce Circuts in Kit Conductor Size GFI eed Wire Siz._�/ ga. Cu or AI-A.C. Wire Siz / ga Cu cokl 0. Range Circ. / / gaCu or -Oven Circ. / Cu o AI Insulated Neutral es 0 No -=-a'--8ervice-Riser Conductors & Ground -Main Disconect _ Equip. Clearances Panels-Motors-Mech. Epuip. hes Closet Light-Sho er Light -Spa Light 3 Smoke Detector Date .j Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date __NFEC'HANICAL (Permit) OK except #'s A. ucts Insulation & Support Ve n, Exhaust above insulation ondensate Drain & Overflow, Size & Grade 38. Furna - ent Access -Comb. Air -Return Air Vent 115 outlet 3 ttic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date _fj3AeMING (Plans) OK except #'s 40o09 -its Proper Materials & Anchors Muds -Nailing Spacing & Braces -Plates -Sound Bea ing Walls over Girders & Floor Nailing daft op in Walls (rat proof) Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 41,Miraders & Beams -Size & Bearing (S.ingle & Duplex) Date 4��Js-Post Caps -Anchors -Connectors Clir�t-Rfr.. Ties-Purlin-roff Brac.-Truss-Shting.-Rfng. 4a. Firepl!sejwor Type A Flue -Fireplace Throat clearance is Ac ss; Size & Romex Protection -Draft Stop -Ins. Baffles indows or Exiting Doors -Sill Hgt. & Dimensions Garage Fire Protection Framing --Stt fnperty Line Firewall & Openings Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits --Sit. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection od on Roof Overhang -Attic Vents -Rafter Outriggers -6e.-Sidino-Nailina Veneer 59,o3f-ucco Mesh -Drip Screed -Fd. Vents-Underflc Access 59. Shear s; Nailing -Bolts �(j n 60. _ace Wall Panels W� Iii in rG r/6r Insulation -Walls -Ceilings Ll Date 4Vy1Q Card B-1 je Date Card B-1 Date ZCard B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Ext Steps -Door & Sidelight Protection -Landings C 4. Amoke Detector e5. Fu%�ace; Vents -Clearance -Comb, Air-Conector- A Garage; Above Floor-Ducts-Mech. Protection Bedroom Exiting 't7. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Vec. Trim & Subpanel, Breaker Sizes & Labels 69�/�Wi-rs & Rails W.,/Fireplace or Stove, Clearance -Hearth lec.„Outlets at Wood Panel, Int. & Ext. K' ixt. & Appliance; Ground. -Air Gap -Cooking Clearance OQ&ec. Outlets & Rece ticales at Kit. Counter ,Garage Fire Door; Swina-Landing-Closure M. A.C. Duct in Garage -Damper i76. Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. I gra e; Above Floor-Mech. Protection 7. -'Py.' Elec. & Mech. Equip. Listed for Location . Receptacles in Garage G.F.I. -Romex Protection Irysulation-Foam-Looked in Attic 19"Gyard rails & Deck Construction -Post Caps tieldn VBents & Crawl Hole Door Drainage & Wood -Earth earance Looked under FI or Yes Ilowing Instld./Drive UXs o/Walks Ves,0 No/Planters 0 Yes 0 No V. Stucco Brown -Finish 84. AZ. Unit Disconnect, Electrical -Plumbing 6AAents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings ter Well, Disconnect, Electrical, Plumbing ter)or Elec. Trim, G.F.I. Receptacle -Underground 98. Ve elation Throught House lass Protection 90. Cq4ction m Previous Inspections eters Tagged, Gas -Electric Q J, ff,& +' Zter & Sewer Connected -C/O to Grade -HD Approval I - 't3; nergy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive,! Oroville, California 95965 - Telephone (916) 538-754MILN '®f EgO• (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 042-39-0-057 ZONING BUILDING PERMIT OWNER RICK AND ROCTIETLE DENNFY TELEPHONE 342-7066 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 11 99 464 CONTRACTOR'S NAME DENNEY CONST TELEPHONE' 186 C CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER , RTITTF COMMUNITY RANK Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS 20 DFICLARATION DR, CHICO 95973 Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ 23.00 PERMIT FEE $ LOT NQ NA, SUBDNISIOVftMLOW BEND PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF LXXDuplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 161 7.00 rTT Solar or heat*pump water heater 23.00 Water piping 15.0o15.00 Each as water heater or vent 15.00 TYPE OF WORK New INX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 4 BEDROOM Gas piping system 1 - 5 outlets 8 15.00 4, 00 Building sewer 15.00 5.00 Mobile Home S I G I W @20.00 PERMIT FEE $ 216.00 ELECTRICAL PERMIT Fling Fee 2 0 Main Service loon oa mss 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.POWER License Class /i– C $ �_ Lic. No. S� 2 �q Z 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 I000A 46.00 NEW CONST. DWEWNG OCCUP. OR ADDNS. ( a ACC. S. SO1. 3.52: NON -RES DT NEW CONS.MULCTI-CUT TS @7,50 APPARATUS 8 SINGLE OUTLET C1 R. Ex. Occup. OUTLET OR FDRUREs 20 @''00 BAQ .00 Ex. Occup. ouT R D.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 208.13 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 2 30.00 Cooling 2 0.00 Hood 6.50 6.50 Ventilation 4 18.00 PERMIT FEE $ 114.50 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 comp with those provisions. X Date ?- 32= Signature of Applicant - IN Owne Contractor ❑ Agent An OSHA permit is required f cavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home installation Fee $ Energy Inspection Fee $ 46.00 R oe� coNs�PE TOTAL FEE $ 2,352.71 HAZ. – D. S IM FL 03r C i� p H X I E This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date 4/30/97 _ 4/30/98 Dela Receipt No. 210146/782:58//221841/1,570.13 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT K� COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 CountyCenter Drive' Oroville, California 95965 - Telephone (916) 538-7541�7 PER IT (Rev. 12/96) . APPLICATION AND PERMIT ! Q ASSESSOR PARCEL NUMS J 041- )O -0.5 ZONING e BUILDING PERMIT - OWNER C � TELEPHONE U JJ� SO. OCC. BUILDING VALUATION /Fr. �+ OWNERSNG ADDRESS l �+ R /G i /Pv c�h,e �-P ! .� f Z Zclk C_ CONTRACTOR'S NAME I 13,!PN - TELEPHONE �- CONTRACTORv MAWNG ADDRESS - CONSTRUCTION LENDER t 13 LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ` 7-& ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee S 5 _! O ARCHITECT OR ENGWEERS MAILING ADDRESS \ >> �i. 957 Plan Checkin Fee $ 58 BULLRING ADDRESS 31 S ' ^ ,I I J v Energy Plan Checking Fee $ e C��AI`w $ PERMIT FEE S %gyp 8-o8 LOT NO. SUBDIVISIONS_W1(AE PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF X Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 1 23.00 Water piping 15.00 l I� Each gas water heater or vent 15.00 O ZO TYPE OF WORK New I Addition ❑ Remodel ❑ Utilities O Installation ❑ Other ❑ Describe Work: F01n fz, g_d _b_ Gas piping stem 1 - 5 outlets 15.00 —Buildingsewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ;2 f 00 ELECTRICAL PERMIT _ Fling Fee 20.00 Main Service noon o .'ss 23.00 2� LICENSED CONTRACTOR'S DECLARATION 1 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, army 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 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.) ❑ 1 certify that in the performance of the work for which this permit is issued, 1 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 - ❑ 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 I000A 46.00 NEW CONST. DwEwNG Occup. so 3.5¢x: ORw . ( Cor MuACC NO.PIESID. 97.50 POWER APPARATUS 6 SINGLE OUTLET CIR. Ex. Occup. OUTLET ORFrxTURES SAL3':So Ex. Occup. our sPR.,6.LNSoEEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ Z!0 8. 13 MECHANICAL PERMIT Fling Fee 20.00 Heating 3a. 00 Cooling�, �tf Ob Hood 6.50 _670 Ventilation 0A0 PERMIT FEE $ -� Mobile Home Installation Fee $ Energy Inspection Fee $ (� OCC C NNSTy TYPE 2 V/Nv T FEE $ HAZ. F MP FLOOD CDF p C pp ND UE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON app icable provisions Resolutions to do work been paid. Date (Date) Receipt No. % 82 58 5-2o,13 a WHITE-D.D.S.-B.D. CANARY -ASS SSOR PINK -INSPECTOR GOL NROD-APPLICANT r COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE -GlC7 PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify 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. 5A i Date a' 6 Inspector REV 1x92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE 7-0 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 notify this office when correction of work is completed. If you have any questions pertaining to this matter, or ne d additional explanation, please contact this office immediately. S o�e.� f�Ylt v� �PrcJu.l�h /4,r /,L o �)P— (;c,,pc){ (z -b Oiq A7- ( BiA<t Zmp his r3) 177ocsr,r V .J Jlcr COUNTY OF BUTTE r BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES , 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 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 notify 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. AWlt rL Lam. O rWI1s 4 o�c. Foot f "A/T -(� rz- (5 L,41,0 w ow io& Colo S'z'UhF ,a,/•c Cd w 0 Date !)+ `14`7 Inspector Ckd REV 10/92 l CERTIFICATION, OF INSULATION ADDRESS OR TRACT �� SACRAMENTO INSULATION CONTRACTORS LOT M -•O• BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 �-�✓ I- r 5� ❑ P.O. BOX 4146, STOCKTON, CA 95204 LIC. #202026 ❑ P.O. BOX 1631, RENO, NV 89505 LIC. #10675 [:1P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 ❑ 6470 B SOUTH PROCYON AVE., LAS VEGAS, NV 89118 LIC. #10675 DATE INSULATION COMPLETED ( SQUARE FEET) ( SQUARE FEET) ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL MATERIAL MATERIAL FIBERGLASS FIBERGLASS FIBERGLASS FORM FORM FORM BATTS BATTS & BLOW BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT LD MANUFACTURER'S PRODUCT I.D. MANUFACTURER MANUFACTURER MANUFACTURER OCF OCF OCF BAGS R - VALUE APPLIED R - VALUE APPLIED MIN. INSTALLED R - VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKNESS WEIGHT PER SQUARE FOOT INSTALLED THICKNESS jl-3B flaw S'/z KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL FORM R VALUE MANUFACTURER FIBERGLASS BATTS OCF AIR INFILTRATION SEALANT MATERIAL MANUFACTURER W R GRACE �;A THIS IS TO CERTIFY THAT INSUL ND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STA ARDS AND GUL IONS. • SI NATUR ULATION CONT OR TITLE DATE MANAGER SIGN URE -G O ACTOR TITLE DATE / REMARKS: ` ` SIC -303' - r � . i • f •.rte t �, BUILDER COPY ,,, COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7COUNTYCENTER DRIVE - OROVILLE,CALIFORNIA95965 -TELEPHONE (916)538-7,c4l PERMIT APPLICATION DATA SHEET OWNER ( V, A. P. No. 0 qf- 5-5k)-057 Proposed Building Use Building Inspector (13 80 -IS Date '(- 7- e7 7 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 preparer of plans. * * * * * * ...... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . .............. 5. Hazardous Material Form . .................................... 6. Energy Design Compliance and supporting documentation . ................... 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check) . .... 9. Mobilehome data and manufacturer's installation instruction s*, 2 sets . ........... a9:2Jlo. Fees of $ ' . ......................................... 1. Impact fed . s as shown on attached schedule . .............................. C4 12. California Department of Forestry plan approval/fees ......................... Flood elevation letter (100 year flood) by California Engineer ................... _N(CO Health Department . ............ 4_1 t5t �14. Sanitation and plot plan approval 0 - 1�. City of Chico plumbing permit . ......................................... -16. Plot plan and business license approval from City of Biggs/Gridley . ............. 17. Planning approval for (A) Use: (B) Parking: A A .18. Contact Land Developmenta bout (A) Improvements (B) Drainage ............ 19. Driveway perrnit (construction approval required prior to occupancy). 20. Pre -inspection fo( i required. to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance ........................... 1A ?1. Owner -Builder Verification (Given to owner , Mail to owner ) ............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 4-1- �__"25. Letter of signature authorization . ........................................ — 26. Copy of recorded deed of. parcel creation and 60 right of way to a public road ...... 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... ; .................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... ,e� 19 Plan check list . .................................... "Z33. :::i4gvr�_ 4 29 :q7 When you issue the permit, process as follows: Mail to owner. Mail to contractor. vl*- Telephone 3 q2- -70S6and hold for pickup at urco 0 ice. Deliver with inspector. 0 Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. _ Air Pollution Date Copy of plans sent Health Dept. _ Fire Dept. Other Date By The following data must be submitte ri rtoplar,mit issu c if (Circle new item not checked above). 1. Index permit for above items No. W. N_ % _Luft / P ,WJ 2. Additional items required: I., tYAN jq g &"t�K dwiractor,'&signer, ownevr, was advised of above required data by Z;hone — mail Counter by — Date Contractor, clesigne advised of above required data by _ phone — m "I Counter by Date Plans checkedjby Date 7PIans approved by — Date_2�_ s on hold in Copy - Department of Public Works File cabinet AP folder •.,,,^........ TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plan Attached w_S .Floor Plan Attache Sent to B.D. W4=1 Owner Location AP# Plan Approved for: Sewage Disposal d Water Supply: Public Private Well Clearance for dwelling. Other 4 6olrn l my Hold final for: � c%,tee �v c�i�d• f�f� (} 0 Final clearance O.K. for: NOTE: EnviraK`menxd Health Specialist Date 8/96 ` MR, I�.���A^'F'1r'V`u'ws+' «^n-•'war+K,^cp,7ew:p•... rr COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER A.P. # 7 2 -S!�J QS PROPOSED BUILDING USE S F -,6 DATE 9 7 REC # DATE REC X-l.'-Balance BUILDING PERMIT FEES Due ................. $ ..1-570-13 -- Additional Fees Due ........... . $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 042- SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) 'Residential ........ x $360.00 = $ 3 jaQ, X ;77l' 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. ECREATION DISTRICT FEES (paid at District Office)-`[ •'� 6. THERMALITO DRAINAGE DISTRICT FEES Zl $425.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (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 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. APPLICANT /� DATE Original -Owner Copy -Building Div. / (Rev. 12/96), :i CERTIFICATE OF COMPL-IANCE: Resident-ial. Page 1. CF -1.R -------------------------------------------------------------------------------- Project. Tit -le: DENNEY 3471s (BASE CASE) t_in: 968 28 -Apr -97 LOTProject. Address: OT i_; WILLOW BEND 3165 /& zd)�"%) 'd DENNEY 3471.s ( BASE CASE C:HICO , CA. 9597:3 �'% ,9.� ��2• s9v-v5"i . Building Tit -le: DENNEY 3471.s BASE CASE) Building Perm't. # Document. Author: BOB METZGER O.D.S. 97 -SCD. Telephone: 865-9688 or 342-9688 Plan Che -. k / Dat.. C.. Comp.l..iance'Met.hod: CAI.._RES2 Version 1..31. Field C eck / Dat -e Cl.i.ma.t.e Zone: 1.1. GENERAL... INFORMATION Condit-ioned Floor Area: 3471 Building Type: SFD BUild.i_ng Front. Or.i_ent.a.t.ion: 180 Number of Dwelling Unit -s: 1.00 Floor Const.rUCt..ion Type: S.l.ab Bl1Il...D_ING SHELL. Component. Type --------------- INSULATION Insul Assembly R -value U -value ft2 Single. Family Detached deg ( Sout-h ) on grade L.oca.t. i.. o n /Comme nt.s Wa1.1. 1.8 0.058 0k.�t.s.ide Floor Ext.e.ri.or Overhang Frame 0 0.722 Grade Floor Shading 0 0. 295 Grade- rad?Ceiling Ceiling ----- 180.0 38 0 .02.5 'A t. t..i c Door ---------- Rig 0 0.330 l_ lncondi.t.i.oned Wall 0.650 13 0.088 Uncondi_t..ioned Slab Per i.met.er 0 0.900 Out -side. Slab Perimet-er 0 0.720 Ou.t.side Slab Per i.met.er 0 0.550 Uncond.i.t.i.oned Slab Perimeter 0 0.500 Unconditioned FENESTRATION Area U- Int.e.ri.or Ext.e.ri.or Overhang Frame Orient.at..ion ( ft.2 ) va..lUe. Panes Shading Sha.d.ing and Fins Type -------- ----------------- Window SOUt.h ----- 180.0 ----- 0.650 ----- 2 ---------- St.d Drape ---------- Rig -------- Screen• Overhang Me.t.a.l_ Window West. 40.0 0.650 2 St -d Drape Bug Screen Overhang Metal. Window North 131.0 0.650 2 St.d Drape Bug Screen Overhang Met -al Window East. 88.3 0.650 2 St -d Drape Bug Screen Overhang Met.a.l. Window South 40.0 0.650 2 St -d Drape Rug Screen Overhang WdDr/D.iv Wi..ndow West. 17.8 0.650 2 St -d Drape Rug Screen Overhang WdDr/Di.v Window North 35.6 0.650 2 St -d Drape Bug Screen Overhang WdDr/Div Window North 1.8.0 0.870 2 St.d Drape None Overhang Wood Window North 24.0 0.650 2 St -d Drape Bug -Screen Overhang Wood THERMAL_. MASS Area. Thick Type Exposed? ( ft.2._) (in) Loca.t.ion/Comment.s WTTu COWNTY --------- F.l.00r -------- ----- ----- Yes 1090 3.5 ---------------------------------------- Grade�+%.'p r: Floor No 2381. 3.5 Grade R 1� CERTIFICATE OF COMPLIANCE: Resi.dent..ia.l Page. 2 CF -1R Project. Title: DENNEY 3471.s (RASE... CASE) Run: 968 2.8 -Apr -97 HVAC SYSTEMS Duct. L.oca.t.i:on Type Efficiency and R-va.l Ue. ------------------------------------------------- Fur nace 0.81 AFUE Attic R-4.2 Air conA. -- central split. 1.0.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Di.st.ri.b Water Water # of Energy Volume Wrap System Name Type -------- Heater Name ------------ Heater Type ----------------- Ht.rs ---- Factor ------ ( gal) ------ R-val ----- ------------ 40GALW/H Standard 40GALW/H Storage gas 1 0.65 40 0 50GAL._W/H Standard 50GALW/H Storage gas 1. 0.60 50 0 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name fraction type boiler? boiler pump? ------------------------------------------------------------ 40GALW/H -- -- No No 50GAL..W/H -- -- No No WATER HEATER/BOILER DETAILS Rated Pi. 1.ot. Water Recovery 'Input. Standby Tank Light. Heater Name Ef f i.ci.ency AFUE ( kRt.uh ) Loss R -value ( Rt.uh ) ---------------------- ------------------------- ------ 40GALW/H 76% -- 35.00 -- -- -- 50GALW/H 76% -- 40.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINAI....S Pipe Pipe Insu1. Insul. System/Name Type Number run (ft.) d.iam (in) t.hck (in) R -value '--------------------------- ------ -------- --------- --------- ------- None SPECIAL... FEATURES, , REMARKS , AND NOTES 1. Zone. 'LVGARF_A' has non-standard internal gain of 51.770 Btu/day. The standard value for this zone. is 43974 Bt-U/day .. 2. Zone 'B/RAREA' has non-standard internal gain of 40295 %kdl - lA�y. Thi standard Value for this zone is 2.8091. Bt.0/day. I a )A � Ty AP,PR0 � CERTIFICATE OF COMPL...IANCE: Resi.dent.i.al. Page 3 CF -1.R Project. Title: DENNEY 3471s (BASE CASE) Run: 968 28 -Apr -97 COMPLIANCE STATEMENT This certificate of compliance lists the bUi..l.di.ng feat -Urex and performance specifications needed to comply with the Energy Standards in Title 24, Parts 1. and 6, of the California Code of Regu.l.a.t.i.ons, and the Administrative regUl.a.t.i.ons to implement. them. This certificate has been signed by the .ind. iv.i_dUa.l with overall. design responsibility. When this certificate of compliance is SUbmi.t.ted for a single bui ld.ing plan to be built. .in MUlt..ip.le orient.a.t.ions, any shading feature that. is varied isindicated in the Special. Feat -Ores, Remarks, and Notes section. DESIGNER OR OWNER RICK & ROCHELLE DENNEY P O BOX 32 CHICO, CA. 95927 342-7056 -97 Signed Date ENFORCEMENT AGENCY Name: Title: Agency: Telephone: Signed Date DOCUMENTATION AUTHOR BOB METZGER O.D.S. BOB METZGER O.D.S. 113 E. WAL-KER ORI ....AND, CA. 95963 865-9688 or 342-9688 Signed Date �•6" COMPUTER METHOD SUMMARY Page 1. C -2R Project. Title: DENNEY 3471s (BASE CASE) Run: 968 28 -Apr -97 Project. Address: LOT _10 , WILLOW REND DENNEY 3471.s (BASE CASE CHICO, CA. 95973 Building Title: DENNEY 3471.s (BASE CASE) Building Permit. # Document. Author: BOB METZGER O .D .S . Telephone: 865-9688 or 342-9688 Plan Check / Date Compliance Method: CAI.._RES2 Version 1.31 Field Check / Date Climate Zone: 1.1. ENERGY USE SUMMARY (kBt.u/f t.2 -yr ) Energy Use Standard Design Space Heating 16.83 Space Cooling 1.0.25 Water Heating 7.53 Total 34.6.1. GENERAL... INFORMATION Proposed Design --------------- 14.23 1.1..73 8.62 -------- complies 34,.58 Yes Conditioned Floor Area: 3471 ft.2 Building Type: . SFD Single Family Detached Building Front. Orientation: 180 deg (South) Number of Dwelling Units: 1..00 Number of Stories: 1 Floor Construction Type: Slab on grade. Number of Conditioned Zones: 2 Rva.l. ---- Total. Conditioned Volume: 401.67 ft.3 Conditioned Foot.pr.int. Area: 3471 ft.2 Ground Floor Area: 3471. ft.2 BUILDING ZONE Zone. Name ------------ B/RAREA LVGAREA INFORMATION Floor Area. Volume (ft.2) (ft.3) 1353 1.3868 2118 26299 OPAQUE SURFACES surface Area U- Insl. Type ---------- (ft.2) ------ Value ----- Rva.l. ---- -_one = R/RARF_A Yes W1.9.EA4 Wall. 451.0 0.058 1.8 wall 174.0 0.058 18 Wall. 1.3.0 0.058 1.8 Wall 32.0 0.058 18 Wall 13.0 0.058 1.8 Wall 323.7 0.058 18 Type ------------- Conditioned Conditioned Thermost.a.t. Type ------------ CEC Standard CEC Stt.andard Vent. Vent. Height. Area. (ft.) (ft.2) 2'0" 23.8 2_'0" 16.7 Tru Slr Construction Azm T1_t. Gns Type Location/Comments --- --- --- ------------ -------------------------- 1.80 90 Yes W1.9.E44 270 90 Yes W1.9.E04 31.5 90 Yes W1.9.EA4 0 90 Yes W19.E44 45 90 Yes W19.EA4 90 90 Yes W1.9.E04 Outside Outside Out -Sid TT. -E GGL4TY outside outside ;r�.D COMPUTER METHOD SUMMARY Page 2 C -2R Project. Title: DENNEY 3471s (BASE CASE) Run: 968 28 -Apr -97 OPAQUE SURFACES continued Surface Area U- Ins_l. Type ---------- (ft.?._) ------ value ----- Rva.l ---- Floor 217.0 -- 0 Floor 11.36.0 -- 0 Ceiling 1353.0 0.025 38 Zone = LVGARF...A 3010" Yes Exposed Door 20.0 0.330 0 Wall 424.0 0.058 18 Wall. 91..2 0.058 18 Wall 417.0 0.088 13 Wall. 71.2 0.058 1.8 wa.l.l. 326.0 0.058 18 Wall 78.2 0.058 1.8 Wall 263.0 0.058 18 Floor 873.0 -- 0 Floor 1245.0 -- 0 Ceiling 2118.0 0.025 38 PERIMETER LOSSES Perimeter Length Type ----------- -------- (ft) --- --- -- 180 Zone = R/RAREA ------------ S.lab140E -------------------------- Grade Exposed 1110" Sl.ab1.40C Covered 121'0" Yes Zone = L._VGAREA Attic 315 Exposed 16'0" W1.9 . E04 Covered 3010" Yes Exposed 5010" 90 Covered 83'0° 90 FENESTRATION SURFACES Tru Slr Construction Azm T.lt. Gns Type Location/Comments --- --- -- 180 --- No ------------ S.lab140E -------------------------- Grade -- 1.80 No Sl.ab1.40C Grade -- 0 Yes R38.2x4.24 Attic 270 90 No 30 -Wood 180 90 Yes W19.EQ4 270 90 Yes W1.9.ER4 270 90 No W13.2x4.16 315 90 Yes W1.9 . E04 0 90 Yes W19.En4 45 90 Yes W19 . F. Q4 90 90 Yes W19.EQ4. -- 1.80 No Slab1.40E -- 180 No Slab140C -- 0 Yes R38.2x4.24 Unconditioned outside Outside Unconditioned Outside Outside outside Grade Grade Attic I nsu 1. F2 Insul Depth Factor R-va.l. (in) Location/Comments ------ ----- ------ ---------------------------------- 0.900 0 0 Out.s.ide 0.72.0 0 0 outside 0.550 0 0 Unconditioned 0.500 0 0 Unconditioned 0.900 0 0 Outside 0.72.0 0 0 Outside Fenestration Area Tru Open Frame Name -------------- Type ---- (ft.2) ----- Azm --- Tlt. --- Type ------- Type -------- Zone = B/RARF...A F11 Wind 1.0.0 180 90 Slider Metal. F12 Wind 10.0 180 90 Slider Metal F51. Wind 1.5.0 1.80 90 Slider Metal. F52 Wind 15.0 180 90 Slider Metal F53 Wind 25.0 180 90 Slider Metal F61 Wind 15.0 180 90 Slider Metal_ F62 Wind 1.5.0 1.80 90 Slider Met.a.l. L11A Wind 15.0 270 90 Slider Metal. L.31 Wind 10.0 270 90 Slider Metal. BL21 Wind 10.0 315 90 Slider Metal_ R?1 Wind .2.5.0 0 90 Fixed Metal Glazing Charact.r Name. Comments ---------------------------- OPER/st.d OPER/std OPER/std OPER/std OPER/st.d WJTTE CC d 'U lY OPER/std OPER/st.dBUfLD OPER/std OPER/st.d OPER/st-d OPFP/std COMPUTER METHOD SUMMARY Page 3 C -2R Project. Tit -le: DE...NNEY 3471.s ( BASE CASE) Run: 968 28 -Apr -97 FE_.NESTRATION SURFACES cont-inued INTER-7_ONE SURFACES Surface Area Insu.l. Const.ru.Ct.i.on Type ( ft.2_ ) U -Value R-va.l Type Comments ----------- ------- ------- ----------------- --------------------------------- R/RAREA/LVGAREA Ceiling 745.0 0.069 1.3 R1.3.2x6.1.6 ,T,M Ca, K"' hn. w..,y�VED -s G.l.azi.ng Fenest.ra.t..ion Area Tru Open Frame Charact.r Name Type ( ft.?_. ) Azm TIt. Type Type -------- Name Comments -------------- BR21. ---- W.i.nd ----- 1.0.0 --- 45 --- 90 ------- Slider Met.a.l. ------------ OPER/st.d ---------------- R11 Wind 10.0 90 90 51 i_der Met.a.l. OPER/st-d R21. Wind 33.3 90 90 S1. i. der Met.a.l. OPER/st-d R22 wind 15.0 90 90 Slider Metal. OPER/st.d R23 Wind 1.5.0 90 90 S1. i. der Metal. OPER/st-d R31 Wind 15.0 90 90 Slider Met.a.l. OPER/st-d Zone = L...VGAREA F21. Wi.nd 1.5.0 1.80 90 S1. i. der Met.a_l. OPER/st-d F22 Wind 15.0 180 90 Slider Met.a.l. OPER/st-d F31.FRTDR Wind 2.0.0 1.80 90. Fixed WdDr/Di.v OPER/st.d F32FRTDR Wind 20.0 180 90 Fixed WdDr/D.i_v OPER/st-d F33 Wind 9.0 180 90 Fixed Metal. OPER/st.d F41 Wind 18.0 180 90 SIi_der Met -al OPER/st-d F42 Wind 1.8.0 1.80 90 Sl.i..der Metal. OPER/st.d L118 Wind 15.0 270 90 Slider Metal OPER/st-d L.21.FRCH Wind 17.8 270 90 Fixed WdDr/Di.v OPER/st-d BL11FRCH Wind 17.8 315 90 Fixed WdDr/D.iv OPER/st-d BI 1.2 Wi. nd 1.8 .0 31.5 90 F i. xed Wood DEFAL...T/st.d B11 Wind 25.0 0 90 Slider Met.a.l OPER/st-d 81.2 Wind 1.2.0 0 90 Fixed Wood OPER/st-d 821 Wind 18.0 0 90 Slider Met -al OPER/st.d 82.2 Wind 12.0 0 90 Fixed Wood OPER/st-d 8.2.3 Wind 18.0 0 90 Slider Met -al OPER/st-d BR11. Wind 25.0 45 90 Slider Metal. OPER/st-d BR11FRCH Wind 17.8 45 90 Fixed WdDr/D.i_v OPER/st.d GL...AZ_ING CHARACTERISTICS Glazing Cha.ra.ct.r Glazing ## of 1-1- SC G1.s Int.eri.or SC Int. E...xt.eri.or SC Ext. Name ------------ Type --------- Panes ----- value ----- Only ------ Shade ---------- Type Shade ------ Shade Type Shade ---------- ------ OPER/st.d Clear 2 0.650 0.880 St -d Drape 0.780 Rug Screen 0.870 DEFALT/st.d Clear 2 0.870 0.880 St -d Drape 0.780 None 1..000 INTER-7_ONE SURFACES Surface Area Insu.l. Const.ru.Ct.i.on Type ( ft.2_ ) U -Value R-va.l Type Comments ----------- ------- ------- ----------------- --------------------------------- R/RAREA/LVGAREA Ceiling 745.0 0.069 1.3 R1.3.2x6.1.6 ,T,M Ca, K"' hn. w..,y�VED -s COMPUTER METHOD SUMMARY Page 4 C -2R Project. -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Title: DENNEY 3471.s ( BASE CASE) Run: 968 28 -Apr -97 INTER-7...ONE VENT_IL...ATION Vent./ High Open Vent. Vent. Type Area Area. ------------------------- ----- ----- B/RAREA/1...VGAREA CEC Nonc.l.osahl.e Opening 40.0 -- OVERHANGS Fenestration Height. Diff Comments ------ ------------------------------ -------------------------- Above. L...e.ft. Right. Name Height. ------ Width ------ Depth G1az _ng Extension Extension ------------ Fll 5'0" 2'"" ------ 1_'1." --------- 10" --------- 84'0" --------- i 3'(x1, F1.2 5,0" 2'0" 1.'1." 1.0" 77,0° 20,0° .50011 F22 5'0" `�'0" 1'1." 7,4" 4'1.0„ 8'2" F31_FRTDR 6'8" '�'0" 6'0" �'4" 5'0" 16'0" F32FRTDR 65811 350" 690" 334" 250" 19,0" F33 l"61' 6'0i1 6'0" 136-1 2'0" 16'0" F41. x,011 0" 1.'1." 10" 44,0" 27,0-1 F42_ 6'0" �'0" 1 '1 " 9n" 40'8" 30'4" F51 51i0l. n,0ll 1.'1." 100. 12'0" 6,0" F52 5,n" 3'0" 9 '9 0.1�" 29,0 9'0" F53 510" 5'0" 1.'1." 1.0" 1.6'4" 1.9181, F61 59 011 3'0" 1'9 " 90" 9'0" 4'6" F62_. 5'0" 35Olt 1'1 V. 10" 5,L"' 7910" L11A 5.0" �'0" 1'1" 10" 63'0". 12'6" L...1.1.8 5'0" '�'0" 1.'1." 1.0" 52'0" 23'6" L2.1FRCH 6'811 298" 1'1" 1110" 9'8" 55'8" 1_31. 5,0" 2'0" 1'1" 10" 2''3" 55,911 BI.._1.1FRCH 6'8" .2_'811 8'8" 1'10" 1.5'0" 78'47" BL..12 6'0" 350" 858" 1.0" 21.'0" 72,0" BL -215,011 2'0" 1_'1." 10" 253 2"3" B11 55011 5,0" 1,111 1.011 50,8" 4'x,4" B12 1,611 8'0" 1'1" 6" 56,0" 35'011 82.1. 6'0" 1'011 9,011 1.0" 28'6" 676" R _ ._ ._22 '�'0" 4'011 9'0" 6" 2'x'0" 72,01' ..23 650" 3$0" 9'0" 1.011 1.9,6" 76,611 B31 5'0" 5,0" 1,1" 101, 23" 2$311 BR 1.1. 5,011 5,011 858.. 1.011 60'0" 290„ BRIIFRCH 6'8" 25811 8081' 111011 55'6'1 8'1.01' BR21 5,01' 2'0" 1.'1.11 1.0'1 2"I" 2,n 11 R1.1 5904, 2,0" 1 ,1 to 1011 4.3'0 2,-31' R2.1. 6'8" 5,011 1.'1." 1.0" 35,01' 'x,01' R2.2 5'0" 3'011 1.'111 1011 16'011 24'01' R23 550.1 8'0" 1.11.11 1o" .5 P oil Z,, 40 E Ty R'39 5,0.. .3,0 to 1,111 1011 390 670 to QR y �! `. UI �pL'Cd...:.� \9O VE D COMPUTER METHOD SUMMARY Page 5 C -2R Project. Tit -le: DENNEY 3471s (RASE CASE) R,..jn: 968 28 -Apr -97 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- FINS L -eft. Fin Right. Fin Fenest.ra.t..i_on Ext -en Dist. Ext.en Dist. -------------------------- Fin F i. n above t.o F i. n F i. n above. t.o Name Height. W.idt.h Depth Height. gl_zng g.lz.i-ng Depth Height. gl-zng g.lz.ing ------------ ------ ------ ------ ------ ----- ------ ------ ------ ----- ------ None THERMAL... MASS SOLAR GAIN DISTRIBUTION Fenest.rat.i_on Name ------------ None. HVAC SYSTEMS System Name -------------- Zone = R/RAREA GasFurn.81. ACspl_.it.10 Zone = 1._VGAREA GasFurn.81 ACsplit.l0 W.int.er Summer Target -t -ed Fra.ct.i.on Fraction Thermal. Mass Comments Duct. L.oc.-at.ion Syst.em Type Efficiency and R -value -------------------------- ---------- ------------- Fur nate 0.81. AFUE At-t-ic R-4.2 Air Gond. -- cent.ral split. 10.00 SEER At.t..ic R-4.2 Furnace 0.81 AFUE At-t-ic R-4.2 Air Gond. -- cent.ra.l split. 10.00 SEER At.t.ic R-4.2 WATER HEATING SYSTEMS Dist -rib Water Wat-er Vol Cond- Wrap System Name Type -------------------- Hea.t.er Name ------------ Heater Type. Area Thck Heat. (Iuct.- Const-ruct-ion Insd ---- 1 Mass Name -------------- ( ft.2 ) ----- ( in ) ---- Cap ---- i.vit.y ----- Type ------------ Rval ---- L...oca.t.i.on/Comments ------------------------- Zone = R/RAREA Slab-Exp.B 21.7.0 3.5 28 0.98 Slabl.40E 0„92 Grade Slab-Cvd .B 1136 3.5 28 0.98 S1ab140C 2.92 Grade Zone. = L...VGARF...A Slab -Exp .1... 873.0 3.5 28 0.98 Slab1.40E 0.92 Grade Slab-Cvd.I__ 1245 3.5 28 0.98 Slab140C 2.92 Grade SOLAR GAIN DISTRIBUTION Fenest.rat.i_on Name ------------ None. HVAC SYSTEMS System Name -------------- Zone = R/RAREA GasFurn.81. ACspl_.it.10 Zone = 1._VGAREA GasFurn.81 ACsplit.l0 W.int.er Summer Target -t -ed Fra.ct.i.on Fraction Thermal. Mass Comments Duct. L.oc.-at.ion Syst.em Type Efficiency and R -value -------------------------- ---------- ------------- Fur nate 0.81. AFUE At-t-ic R-4.2 Air Gond. -- cent.ral split. 10.00 SEER At.t..ic R-4.2 Furnace 0.81 AFUE At-t-ic R-4.2 Air Gond. -- cent.ra.l split. 10.00 SEER At.t.ic R-4.2 WATER HEATING SYSTEMS Dist -rib Water Wat-er # of Energy Volume Wrap System Name Type -------------------- Hea.t.er Name ------------ Heater Type. Ht.rs Factor (gal) R-val 40GAL._W/H St.andard 40GA1.._W/H ----------------- Storage= gas ---- 1 ------ ------ 0.65 40 ----- 0 50GAL.W/H Standard 50GAL..W/H Storage gas 1 or F90j0 muy COMPUTER METHOD SUMMARY Page 6 C -2R Project. Title: DENNEY 3471.s ( BASE CASE) Run: 968 28 -Apr -97 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stave Wood stove System Name fraction ------------- type boiler? ---------------------- boiler pump? ------------- ------------ 40GALW/H -- -- No No 50GAL._W/H -- -- No No WATER HEATER/BOILER DETAILS Rated Pilot. Water Recovery Input. Standby Tank Light. Heater Name Efficiency AFUE ---------- ---- (kBt.uh) Loss -------------- R -value (Bt.uh ) ------- ------ ------------ 44GAL...W/H 76% -- 35.00 -- -- -- 50GALW/H 76% -- 40.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul. System/Name Type Number run. (ft.) d.iam (in) t.hck (in) R -value -------------- ------------- ----------------------- --------- ------- None SPECIAL... FEATURES, REMARKS, AND NOTES 1. Zone 'LVGAREA' has non-standard internal gain of 51770 Btu/day. The standard value for this zone is 43974 Btu/day. 2. Zone 'B/RAREA' has non-standard internal gain of 402.95 Btu/day. The standard value for this zone is 28091. Btu/day. . BUTTE 0= Chi 110 PROPOSED CONSTRUCTION ASSEMBL-Y: Resident..i_a.l._ Page 1 Form 3R Project. Tit -le: DENNEY 3471s (BASE CASE) 28 -Apr -97 Project. Address: LOT -�—; WILLOW BEND CHICO, CA. 9597:3 Building Permit. # Building Tit.l.e: DENNEY 3471.s (BASE CASE) Document. Author: BOB METZGER O.D.S. Checked By / Da.t.e. Telephone: 865-9688 or 342-9688 Compliance Method: CAI.._RES2 Version 1.31 Assembly Name: Assembly Type: Framing Percentage Framing Type: . W19.EQ4 Wall. Const.ruct.i.on 15% CF_.C_1.6ocW LIST OF CONSTRUCTION COMPONENTS Thickness Resist-ance Material (.inches) at. Ca.v.it.y la FIR2 =3.50 -- 1.b R1.38a.t.t. 3.50 13.00 2 .62STl1CCO 0.62 0.20 3 .5-G8 0.50 0.90 4 R5 -RIB 1.00 5.11 5 Fi.l.mIn_90 -- 0.68 6 Spc .50"_Wal..l 0.50 0.77 Resist-ance at. Framing 0.99 0.20 0.90 5.11 0.68 0.77 ---------- ---------- Total_ Unadjusted Resistance (R): 20.66 8.65 Note: Winter value used for ou.t.side air film: FRAMING ADJUSTMENT CALCULATION Cavit-y Framing Total. ----------------- ----------------- ----------------- t i -value : (1../20.66 x 0.85) + (1./8.65 x 0 .1.5) = 0 .058 Bt.0 h/f t.2 -F Res.i.st.ance: = 17.10 ft.2-F/Bt.uh NOTE The Values shown here. are based on nominal. da.t.a and do not. include surface film adjust.ment.s, crawlspace resistance; or ot.her mod.if.ica.t.ions mandated by the CEC. &jTTE JL4 vTY 1. . 'LONGFELLOW LUMBER CO. INC. ■ Quality Truss Design ■ Roof & Floor Systems 89 Loren Avenue Chico, CA 95928-7434 (916) 893-0112 FAX (916) 893-0140 Customer: tNNy Address: AP#: Job No: Alpine Engineered Products, Inc. Christian Chappel 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 APPROVED• Timber Products Ins ection, Inc. P.O. Box 20455 - '.::.... , Portland, OR 97220 (503) 254-0204 APPROVED PEGGY BACK CAP CONNDCTION DETAIL �I (1) + CONNECT CAP TO ENGINEERED BASE TRUSS WITH EITHER 3X8 TRIILOX n' NAIL PLATES OR 4"xD" 1/2"COX PLYWOOD GUSSETS ON BOTH FACES OF 1 TRUSS. LOCATE GUSSETS ADJACENT TO JOINTS AND HEELS IN CAP TRUSS. (A) SEE DESIGN FOR LUBBER SIZES, GRADES 8 REQUIRED JOINT PLATING. I • 2X4 03 HEM -FIR OR BETTER CQVTINUOUS LATERAL DRACING (PURLINS). ATTACH USING 2-16D NAILS. BRACING (MATERIAL TO BE SUPPLIED 8 ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. (1) REV - 4/22/93 - PLYW;DOD CALLOUT (2) REV - 6/29/94 -STAPLE FASTENERS,yt•.O/ *2X4 PURLINS t 2x4 PLIRL1 (A) OASC TRUSSa2 PI PRE-ENGINEERED CAI( TRUSS (A) "-t -3 PRE-ENGINEERED BASE TRUSS. (A) 3,0.751310 ALTERNATE SHOULDER DETAIL 15/16" PLATETYPE FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR .7-FAILUPE 71® NA'U TRSSCatfVBW m*IMPORTANTN)tALP[1C E161tICU1E0 PIIOOVCIS. 11C. SHALL nal DE rESPwtS1nLE TGA un DEVIAIIOK FROM THIS OESIOt OD TIESE Si1CCtFICATIONS. CA API/ TO 8U[LO IIE 7tU99 IN COIFDPI WICE Y1TII aStCa DY iPt. ALPIDE COICCI00S IRE MAOI OF 246A GILV. S[C[L HEEC7RD ASIA HAAS GA B E)(CEPI AS D01CO. APPLY CUI84ECTOIS TO [ACM FACC Or 1AM, Ano LIO.E53 011EDKISE LOCAItO WI 11115 OEStM POSIVIa11 IT P[AMANltl6f 1j0. 550 C Iaa-t-r. OESItit SIAIOAOOS S/APPLICABLE P1gVIS[OtS OF NCS t IPI. AN EMa11EEA•S jK ONSEIL LY. 7l/D Sri1CLIS t OEIAELES I C0111➢OICIitsttE1//T0 f1E0CMAY.IE� WARNING,""SES /EOU(t1E EX10EIl CMG 111w1001111, ErTCTIO1I MB BnaCItG. SEC HIS -91 Df 1P7. SIC [IIIS OCS[CM \*� W. Cyt: ron ADOITIOIIAL SPCCIAL fERSAHE»t BAACOW PC OU3110%LTS. UWESS OWEldriu 110[CLTED. 7 'O DOM SUTALL 8E LAICPALLT BRACED 11110 P"0PE - r 7�0 LY AT1A01ED PLVIPJOD IUIEAIHI71G. BOTHA[ GID ND. C043B45 BItN PPOPEOIT ATIADEO BICIO CETLIN3 -- SEE 63097 .� ALPInE 1ECI111CAL VIDAIE II/1/O11 fWi P[D [D OESIC IL 10Pi1[CIPUS$ Er Cpl MC10R11IIS .f'Y,`, e` SPECIr1CA7[OII PGA X000 C016101Y'T10H Of CALVE DESIGN CRIT. REF: 12064 TC LL: 50 PSF TC DL: 15 PSF 8C DL: 10 PSF TOT. LD: 75 ME DATE: (/28/93 DWG. 3,045,81 ENG• FiH 'Cc" O/A 1 ENVARH DU R, FAC: }� PITCN:VARIES X15 SPACING 2:0 OC TYPE: DETAIL 4 --TPI - IIISS FLAIL "tST99UIE. 10S • 1909 HIT9011AL OE9[CH li I bAL1L LLLILL DL LAI L ' TYP. NOTCH •;Lronrngback EQ, 6 .lo,l rnut 0 1. .1 -- @ 24" O.C. nail to ledger A HAILS t, Roof II 12" O.C.) \ A35 Mater Ia)\ 3.511 Max. OIITLOOKER Ledger __._ CRITERIA (flail to vert.—113jK) f =--�- w/2 -10d nails)-- if �� Enul nn* Outlooker DETAIL 'A' (C) l 1� 1.5 i Max. SYM A60UT (P1) (B (N) I (S) (S1) 12" 24" .I.-. (G) 16"O.C. Max. I (T) DETAIL 'FJ' Gable (G) Gable end design based on 75 MPI( End wind load, exposure "B" at 0-25 Ft. mean height. (C) 1X4 continuous lateral bracing for brace (strongback) member longer than 72". Attach at midpoint of each brace 14/2-8d common nalls. f (M) (0) Option to well plating: -else (3)-2" 2X4 1 -IF 112 or BTR wire staples (0.072 D1a./15 GA..) toe - t) Strongback brace nailed thru chord Into wet) & thrfl web 1 into chord on one face for a total of n Varies 6 staples. (Pl), (S1.), & (Iii) must If uc fAAatcu. . (T) Refer to Simpson Catalog C-9411-1 roduct aLtachnlent specification Ledger p A35 in F1 directl.on). (M) C �) CONTINIIOIIS SUPPORT (P1) Peak plate to match common trusses. (S1) Splice plate to match common trusses. (111) Ileel plate to match common trusses. Span to match common Lrllsses NOTE: CHORDS TO BE 2X4 FIR -LARCH 112 14114. 0 0 0 o C= o C= C= C= C= C= C= [= C= /moo 00 C=� ALPINE C= p o - TRUSS o 0 G1 [= C= -- 50006 NOTE: This detail may be used for trusses with pitched B.C. also. (K) Spacing for 114 = 56.0" o.c. J 4 PUIE tIG IuEf 1190 PPODUL IS117 ASSES AIEOUIIIE tK111ENCAPEHNIMP0RTANT111 WARNING(IM IIAIAIL I IG. fnECI IBll Aid)OEVIA110l FAUN 11115 OCSIGI ON MESE Y'ECIPICA11011S. 011 A11Y UnACI1G. SEE 1110.01 0Y IP1. SEE 11115 OES 1011 /AILUNf 10 BUIl0 114 TRUSS 111 C01AFOR"AIILE NI In 05100 BY IPI FOR AOOIII018AL 6PECIAI•PEnIIA14111 OnAC1110 nE AtPINC C014fCIOAS ARE NAGE OF 20CA 6ALV. SIECL NEEIIIIC ASIN UUIOENEOIS. to°.ESS OInCONISE IINICAIEO. tuP 1446 GA A [ACtPI AS 110190. APPLY COiutClonS 10 tACll 1ACE Of 1711014) SHALL BE LAIEnAl LY BIIACtU 911111'11111't Il IIM1S5 A10 UII ESS 011.Cn115E IUCAIFO NI 11115 UFSICi, /'USIIIUII LY At1A114U PLYNUUO 611FAI11II9:. OUIIIIN C•144 17LAI1 A[ OnPCA On AN III,1 130. 150 C ISOA-f. OESICII SIA110ArNS WilliPI101'EIILY AIIAC14U IIIGIU C1I1.119: -- SF1EU CO1101 9NPPLIC1Bl1 Pnon FIWIS Of INS C 1111. All tui:llu Fn•5 AIPII,E 11171.11CAL 10-IJAIC 1//1/911 fUl1 PU01•fn 7FAl WI 4116 OnA9 W0 AnIt IFS 10 h1E COnP0uU11 04'117194 I,EgC 01I1NAIL AVI'L (CAI IOII, fU1v115U A CW'r Bf 11115 111 019 Y. 2110 f1,All IA11 be Ral IFO (Full 111 All( 01142 NAY. 0[61011 10 114 101159 ellen lull [1111111 Ae 11111, A --IPF . IPIISS PIA1E_ 11151111111.—NS--11911 IlAIJOIl11-�-0!51[11 91'[Clf ICAIIIIII fon 911110 Cl4KI1111L111111 -- Gable end Max. 1.101) LengL11 1X3* 2-R-0 2X4* Q-1-0 (; 13-6-0 (u) 5.0 PSF CA -ENS FH(t r-1L— No. C043O45 '- * t�' 2X6 1.1,112 )r hotter rAn• 630 ► Detail "A'�(' 111 7-9-0 15-6-0 III & Better 7-9-0 �45\ 2X Ledger Strongback _ (:nt111 1 ! braced at 55" O.C. TRIISSL;S for (attacli BRACING DETAIL PI_ajij Max. 1.101) LengL11 1X3* 2-R-0 2X4* Q-1-0 3X4* 13-6-0 2X4 F.L. lumber grades Max. Length without bracing (11) Max. Lengl.h 11/stronghack brace (S) STANDARD 5-I1-0 II -10-0 nnNG- CD in() (u) 5.0 PSF CA -ENS FH(t r-1L— No. C043O45 '- * `I T.LD. 50 .0 P. -,r o/ -A LEI(, VAIIIE rAn• 630 ► in.FAC.1 .-15 --- 111 7-9-0 15-6-0 III & Better 7-9-0 15-6-0 pRolls to L`.o t .r� nEv 15.6.5 DESIGN CnIT: UnC SCALE - 0.5000 nf1`_-11053c-R427_ (LATE 05/06/92 TC I_L ^ 30 .0 PSF r. nL 15 .0 PSF nnNG- CD in() (u) 5.0 PSF CA -ENS FH(t r-1L— No. C043O45 '- * `I T.LD. 50 .0 P. -,r o/ -A LEI(, VAIIIE rAn• 630 ► in.FAC.1 .-15 --- PITCH vnRl_r:s_'_ — 'r/�lL rY111. GAnI_E cin _511ACING -- - - - - ...., . e .. "�..� 1.. . :iYr ... �; - ... .-'+x.:: c.. ._ - .. .�` :a%33r-. ., '�S'- .65.: �I�:ik:: ,�. ,�'.. _ • r+E;..- i��.'a*s-iy .,. - '�Sli I� ..7. •l� �F' .-.>.�1.K. y.. `err ":'ir=.�iEcv54bj• y\4..q,',1,4 � �+:� a �- �' �YY�F. f I a,VU: TATS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HFA. n TRUSS PROFILE' ni ;w, O.c. ruitium Tl? IISS 111?0It' 11,1' WITII 'Ill" O.C. PURRING 111111.1 -IN I:PIPPLFS fillll I -IN (PII'I'LI:S I'FMA I NC III I'I ANI: - ^I r (11:'MAINS IN PI_AtIF I WIIII IL'III:C) I W I I I I IPI INN) I co (0) IYP. �. �. Il I IIII' WIIII 1:11P PAILY 1116 HIP WORD EXIENSION I -PLY /�%��� ,us TATO WI III r1w I-PL.Y --(I3) TYP. �` NS IIID WLTII FIIR 1-I'LY I -r. _ tel= � NA II11' W1 III FLIP I-PI_Y � 111 IIID CIII.If;O LXIf_N$lI1N I -PLY SEIDACI:-�--"11__11.—��_� 11.I�I\� X113 1111 WITH FLIT; I-PI.Y $EITJhCI:- 113 HIP WI III FLIT, I -PLY 112 HIP WITH FLII? I -PLY r \ 112 HIP CIIUPU EXTENSION I -PLY Ill HIP GIRDER NAY /L_-(0) (D) (B) (D) (D) (D )� 111 HIP GIRDER MAY i01: MI II.11PL[t•(I_MLILP, /�I� �I 11 _1�—�I\ / DE IILILTIPLENEMBER (B) PURLINS SPACED e 2.4'D.C. IYP. \\ PERMANENI OIAGHNAI_ (TRACING ( CUNT I NLIOLIS 2X4) �\ APPLIED f0 IfIPS111E IIF FLAT TOP(D) CPIPPLES SPACED 24' H.C. IYP. 1.19IPB BY Ii:11-CI ION CI:INIRAC ILIQ (D) PUPPING R [:[.AT IC (SEI: 111"At'INf.I LII:IA11.) SAME S17F Atlll SPECIES AS W[SIGt1 NDIE: SEL OPIIiINAL IIESIGN 1-11PI_UMHER, 111_Al INC. ANTI 1.11111.1' 1:PI IEPIA NUT SIIIIWN III:RE JACK RAFTER RIGID NI HIP I MAY BE I T. TYP.- (0) I'LIRI_INS SPACED e 24'O.C. TYP. \\ PERMANENT DIAGONAL BP.ACIIIG (CON] TNI IDIJS 2X4 ) v APPLIED lO TLIPS I UE OF FLAT till, (Il) CPIPPI.C-•S SI'ACI:I3 40' I.I.C. TYP. oaro OY ERECTION C1.11J1RACRIP (II) FLIPPING & FLAT TC (SEF- BRACING OF_fAIL) SANE SUE ANII SPECIES AS DGS1f,N, ,.141111:: SLC_ III'IGINAL DESIGN FOR LUMBER, PLATING ANO DIITLP CRITERIA NOF SHOWN HERE. CONNECTION llI?`I'AIL PERMANENT BRACING DETAIL - SECTION A -A START IIF IOP CHORD PLAT TOP CIIOPD PURLINS STAPT OF 111E TOP CHORD EXTENSION (TYPICAL) ) EXTENSION (CONTItJDDUS (SLOPING TO FLAT) Y (SLOPING TO FLAT) SIMPSON 113 TIE SEG SIMPSON CATALOG C-PT95-I FOR NAILING SPECIFICA1intJS. JACK RAFIER NI II111, REFEP TO 14:11 i [NAI DRAWING I LII: Ifl.11a: INFUPMAI I SU BAC. 1__ PI I1 IF SI IEATIIINIS JACK PAFIER L_ PLPMANFNI DTAGIINALS FORM GRACED DAY. REPEAT AT ALL HIP ENOS AND AT APPINIXIMAILLY 2.0' INTERVALS OR LESS TIIGPEAFIER AND AT ENO BAY. ( I )I NIJTF: PEP.MANCNT UTAGHIIAI_ OPACING NAILED TO UNDEP,SIDE CIF- FLAT TOP CHfIRD PPEVENIS LAIL'PAL MUVE1.0,11 OC HIP CHORD. (1F PLYWOOD SHEATHING IS PPESENF ON END'JACKS, ANTI JACKS ARE PRIII'FPLY AITACIIFO [SEG BETAILI 10 111 HIP, THEA DIAGLINAI_ DPACING IS NIII NFCFSSAPY AT Ill ITII', IIIIWI:VLR, PLACEMENT e 20' INTERVALS IS STILL PELIHIRLD. ) Rev 17.3v3 *''(IMPORTANT*�(''LP'NE ENG 'L'EEHE0 IW,°°""5. "TC. WARNING'nTISSEs womnE EXTREME CANE TC LL * PSF REF 8427--35912 p O O O p O O O p p O p O O O p O O L= SHALL 1101 RE IIESPIt"SIDLE FOn ANY DEV1A1ION FROM 71115 DESIGN On IIIESE SPE"F[CAI IONS. OR ANY IAILUPE 10 BUILD 711E IRIISS IN COUFORMAtICE tlltl, 05108 BY 1P1. ALPIIIE C011NECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASIM 111 HA119L TNG. EHEC] ION ATI° BRACING. SEE 1118-91 BY IPI. SFE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT BRACING RE OUIREMENIS. U14.ES5 OTHERWISE 111RICATED, 7nP —17 t� �y � y TC DL C DL * * PSF PSF DATE 04/29/96 DRW COTfOB CA -ENG PBC' PI I1 IF SI IEATIIINIS JACK PAFIER L_ PLPMANFNI DTAGIINALS FORM GRACED DAY. REPEAT AT ALL HIP ENOS AND AT APPINIXIMAILLY 2.0' INTERVALS OR LESS TIIGPEAFIER AND AT ENO BAY. ( I )I NIJTF: PEP.MANCNT UTAGHIIAI_ OPACING NAILED TO UNDEP,SIDE CIF- FLAT TOP CHfIRD PPEVENIS LAIL'PAL MUVE1.0,11 OC HIP CHORD. (1F PLYWOOD SHEATHING IS PPESENF ON END'JACKS, ANTI JACKS ARE PRIII'FPLY AITACIIFO [SEG BETAILI 10 111 HIP, THEA DIAGLINAI_ DPACING IS NIII NFCFSSAPY AT Ill ITII', IIIIWI:VLR, PLACEMENT e 20' INTERVALS IS STILL PELIHIRLD. ) Rev 17.3v3 *''(IMPORTANT*�(''LP'NE ENG 'L'EEHE0 IW,°°""5. "TC. WARNING'nTISSEs womnE EXTREME CANE TC LL * PSF REF 8427--35912 p O O O p O O O p p O p O O O p O O L= SHALL 1101 RE IIESPIt"SIDLE FOn ANY DEV1A1ION FROM 71115 DESIGN On IIIESE SPE"F[CAI IONS. OR ANY IAILUPE 10 BUILD 711E IRIISS IN COUFORMAtICE tlltl, 05108 BY 1P1. ALPIIIE C011NECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASIM 111 HA119L TNG. EHEC] ION ATI° BRACING. SEE 1118-91 BY IPI. SFE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT BRACING RE OUIREMENIS. U14.ES5 OTHERWISE 111RICATED, 7nP oj%ofESS �Q� ' y t� �y � y TC DL C DL * * PSF PSF DATE 04/29/96 DRW COTfOB CA -ENG PBC' p O F= f._J f-�I O -'I ALPINE TRUSS p (:-1 C= 1---1 f_� F•, -_I A446 GR B EXCEPT AS TIDIED. APPLY C@01ECIOnS 10 EACII FACE OF TRUSS AND IUILESS OTHERWISE LOCAIEN UT! 11115 DESIGN. PoStTloU C.Ot11lECI0lIS PER °IIAWIIGS 1:10. 150 6 1GOA-F. IIESIGII SIAt1DAnD5 r.BruanM M/Ar•rl Ir.AmE 1'II)v 1511u15 IIF 1415 C II'I. All FNGIfIFI TI'S ^.f Al. Oil 11115 1111AWIII', AI.1'I.IFS In 114: 1:11/11'DNCIII orviI:IFH 14:IIF III 11111 Y. Atilt ::MATT 11111 Ill. 141 Ill) 10.1111 III Alit 1111411 WAY, CITBnD SHALL BE LAILTIALLY 8nAC1'll Willi PnnPER LY ATIACIIED PLYWOOD 514EAN11"n, BOTTUM CIIUNU Willi PnDrEPLY AIIACIII'O nlGln f.E1LIIIG -- SFE AIPInF IEf.,IHICAI. I4`UA IE 17/1/!tll FII❑ PnUI'F Il DRYMAIL AM9.Ir.Al Wil I'VI411s11 A CUI"! 11f IVIS Hf:.I GII 111 Ilii 1111Y.:s 114,:11141 I:1411IIAI:IIIII. oc No.C43845 r [.n ��9� * * �+Y• r �f/ ` C�`�\. e.1\ � 0 C LLff OT.LD: DLIR.FAC. — SFtACINT,' * " W PSF PSF • 11'1 - I1111•:.I'IAII 111':11II111. 1111'; - 1'1.11 ItAIIIIIIAI III :.ILII':,'I1:11II:AIAIII11Ill WIIIII11.,41•.111111.1AIII - TEG CHORD 2x6 FL 82 :T1 2x4 Ft $I: CHORD 2x8 FL SS :62 2x8 FL 91: WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUKBER PER NDS -91 TABLE 7.3-3. RECOMMERM CONNECTION FOR 20-0-0 COHMOH TRUSSES AT 24" o.c. FRAMING TO THE BOTTOM CHORD: SIMPSON LUS26. SEE CATALOG C-PT95H-1 FOR NAILING SPECIFICATIONS. [UNLESS OTHERWISE SPECIFIED. SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM HELL HEIGHT OF SUPPORTING GIRDER.] THIS GIRDER DESIGNED TO CARRY(FRON LEFT TO RIGHT) 20-0-0 TRUSSES fRAMING TO BOTTOM CRORO FOR 12-0-0. REMAINDER OF GIRDER AND OPPOSITE FACE TO SUPPORT 2-0-0 FRAMING TC/BC SPLIT. 5-8-7 4X40 3X IO M M 8X8s THIS ONG PREPARED FROM COMPUTER INPUT (LOADS A DtKEBSIONS) SUBMITTED BY TRUSS HFR •'"LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR' (A) 1X4 -L' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. CONVECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.D. RESEARCH REPORT #2949. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). WARNING: FURNISH A COPY OF THIS DRAWING TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING. SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING' ROTE BELOW. IN LIEU OF RIGID SHEATHING: TOP CHORD AND FLAT TOP CHORD TO ICE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24" o.c. AND 24' RESPECTIVELY, IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 48" o.c. MUST BE PROPERLY ATTACKED TO THE BOTTOM CHORD. 6X6- UA A` 5X4111 QAo— DL -#ADLvAY — -M 0-4-7 *-0-0 BUTTE, TY I s o 01 14-0-o I is -o -o J gid r °�: 38-0-0 Over 2 Supports R-2848 W-3.5" R-159 PLF W-26-0-0 Note: A11 Plates Are 1.5X4 Except As Shown.���� ti i TPI -95 R Oesi n Criteria: UBC 18.1D2 CA - 1 - - F Sc le -.1875"/Ft. PLT TVP. Al ne Q O Q I� Q Q ALPINE o TR SS �aAc,Ho�;wei w 6,Ttlt9l10lBAW1118 KSTutING le`u "ACING). FMiSPTo MY Tit oovS`s Puie INfn1UTl, $83 U,OW16 DN., S0,T1 too. NAOISQ9. tll $)Ili). FOR SAFETY PRACTICES Film 10 PE 0119th T8139 /WCTIOAS. DRESS OTnNNISE ttDICAIED. TOP CHORD SHALL /AVC PROMIT ATTACM STRICTURE. NARCS. NOTION COW SRAU NATE A PROMLT ATTACHED R1Gt0 gLtI1G. "IllOeIANT•• F1Atlts1 A copy OF ins DESIGI TO THE INSIALUnn COIATRACIat. ALPINE INOILtIN(0 I"ACCIS. trC. SWI, Not n TxSPoNSEHLE FOA ANY OEVtATIONFR01 TATS DESIGN: ANY F►ItO1l TO OURIP TIE ToUSSES 11 COIFNAA7CE VITA TPI-- w FABOKATINO. 1ANOLiNO.:atIPENO, ItlS1AUATt61 G1 SWljG/F TtUESES. lots DESIGN Co/rOAAS MYTH tl►UCUU PRotISIONS of ADS (RATIONAt DESJUN S?ECIr ICATION FURISSEO NT THE AHEHtCA1 FOREST IND PARR ASSOCIATION) AND TPI. ALPINE COTECTOIS ALE NAGE DF FOIA ASIR A6T1 6111 O►lt. SIIEL. L,CEPT AS ACTED. APPLY CONVECTORS 10 LACapt►YINGS`130.OF T IIs ANpN WtlAEF. OIHIAVISt AN tt6l1IERCS SEAL ONAUD OX RIS THISCOAAN,NA AP►LIASCONLYC TO FitTOEUCUM OF INE IU ES 01 PICIED TIRE AND S-1AU Not 9E Hit IED WON I1 ANY 07044 WAY. ��` yFA yc f HO,CA3e4g r g*91 SlOF �.�vt� TC LL TC DL BC DL BC LL TOT.LD. 16.0 PSF 15.0 PSF 5.0 PSF 0.0 PSF 36.0 PSF REF R427--46412 DATE 03/25/97 DRW CAUSR427 97Oe403D CA -ENG PBC CWC SEON - 100244 • 1.25 FROMMC SPACING 24 0 Y-NALK IN RICK DENNY - 12 SP TOP CHORD 2x4 FL #1 BOT CHORD 2X4 FL i1 WEBS 20 FL Standard :1115 2x6 FL $2: CONNECTOR PLATES OESIGWEO FOR GREEN LUMBER PER ROS -91 TABLE 7.3.3. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -6 -SPECIAL LOADS (1994 UBC). CALCULATED HORIZONTAL MOVEMENT OF 0.14 ' DUE TO LIVE LOAD AND 0.18 ' DUE TO DEAD LOAD. NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION — 0.29 '. EXPECTED VERTICAL LIVE LOAD DEFLECTION — 0.23 4X6® TmIS DWG PREPARED FROM COMPUTER INPUT (LOADS 5 DIMENSIONS) SUBMITTED BV TRUSS MFR (A) IX4 03 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d BAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IR ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. IN LIEU OF RIGID SHEATHING: TOP CHORD AHO FLAT TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24' a.C. AND 24' RESPECTIVELY, IN ADDITION, A RIGID CEILING OR 2X4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 3X8 - 4X 44o 12(F1) -0 14P I 4152-5-15 *11-2-9 m 8-0-0 T2 0.9.0 �w- -0- 14-0-0 B-0-0 011 BUTTS M"rixy 8-0-0 3D-0-0 38-0-0 Over 2 Supports y i'1 Via'`= � -. '=r`i i :-vr R-1426 M-3.5" R-1357 r v c PLT TYP. Ai ine TPI -95 R D s Crfterla: UBC 15. D" GA - - - - U O '� A(j%;G. RIF14 TO MIB`91'1E IXTREPJ CARE IN BA"Dl ND INSILk 1 6�ANOATBRK3kC]A.P95LESRED 8T TP:JIM. SHIPPING. Il11RUSS�PIAII 601 D'OLOFEO OR_, SMITE 143. IMOISOA. RI 137191. FOR WEST PAACTICIS PREO! 10 ���' TC LL 16..0 PSF Q INS1l1UlE. fERfOTOINS TRISC F4*CTIOIIS. OALESS ORHSBVI3I 1931CAlED. 10P CNORO Stoll HAIL PAOPIR%Y A114CRID N �C TC DI. 15.0 P S F (� O STRICTURILL PANUS. OOTTOH CHORO SHAII UAFE A PROPERLY AITACHIO RIOCO CI(LIH9. :!E CONTRACTOR. ALPIIIE EROEFIERIO A �^ B G Dl 5.0 J . O PSF ••TNpC;Tk4T•• FURHISR A COPT OF 1NIS OES16R TO IkSTACLATION !AHOY( Z i- T� M O ALPINE A r2001KT5. IHC. SHALL AOT BE RISPOkSERLC JOB ARY DULMOR FAIR THIS OISION: ATY TO 0UL19 Tom[ iROSSEi IN CONFORHARC[ VIf" TPI; OR FAORICATIYR. RANIU NO. SHIPPING. INSTALL1110t OR � C43g45 B C LL 0.0 P S F .r 1./ ERACIIIG DF TN0NSt(S_ THIS OESI(d1 CORFaRs REIN AM [CABLE PlOt1SI0Ri Of "lt (NA3EONH BES10H f>rA 6J4g7 * TOT . L D . 36.0 PSF """ItCAT101 POLISRI0 BY TDt AH3lttil FOREsr AND PAPER ASSOCtATIDq sio tpr. ALPIH¢ • TRUSS (ONNECTOTS ARI JIM OF MA ASTIf 4152 OWI OARI. SAM. EXCEPT AS NOTED. APPIT CARNIC14Rs TO R UntSS OAt WDEHIER'SISE TSIAL COL(166 E13o. C11 �'PTf SPACING 24?0" © ORAi1FNo ,160SANO3390 AA -FF. ON THIS DRRUM APPLIES 4RLPC10 ICEICRS OF rot "US! 0[PtUtO HERS Aso STLU HOT OY RECIED UPOR 10 AVT OTHER WV. OFCI�� Scale -.1875"/Ft. REF R421--46379 GATE 03/25/97 OR W CAUSR427 97084008 CAANG PBC/CWC SEAN - 99734 FROM 14C y -WALK TOP CHORD 2X4 FL J1 BOT CHORD 2x4 FL 01 WEBS 2x4 FL Standard :916 20 FL fl: :W17 2x6 FL #2: :Lt Wedge 2x4 Ft Standard: CONNECTOR PLATES DESIGNED FOR GREER LUMBER PER MOS -91 TABLE 7.3.3. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REOUIRE14EUTS OF I.C.B.O. RESEARCH REPORT #2949. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16 -0 -SPECIAL LOADS (1994 UBC). 5X61• 3X8= 4X6 181b UNG rKCrAKtV rKUM LUMMILK IT(rUI (LUAUS & u1PILIT�1Ul93) amarII1ICU D. IHU3J rca CALCULATED HORIZONTAL DEFLECTION OF 0.22' DUE TO LIVE LOAD AND 0.27' DUE TO DEAD LOAD. (A) 1X4 g3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) Dd NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. IN LIEU OF RIGID SHEATHING: TOP CHORD AND FLAT TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24' o.c. AND 24' RESPECTIVELY, IN ADDITION. A RIGID CEILING OR 2x4 13 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 3X8(F7) 0 :A 1.5X411 3Xi0e _ 41W17 4-7 9-8-0 411 -0-0 0-9-0 0-9-0 8-0-0 160-0 -1- - 14-0-0 _1— 12-0-0 —1 30-0-0 2-0-0 Over 2 Supports R-1569 b-3.5' R-1548 W-3.5' w3 �� J t .1• rr.,�,n• As OVED PLT TYP. Al ine Hi h Stren th TPI -9 R Desi r teria: UBC 8.1b6 CAI -111 -1 -1 -IF Scale -.125"/Ft. O 0 O O O o �p 0 ^ T4�..V ED 1-1 Q 0 "Ac . MIKE TToo141e l") 1U.�Eric uST iu19 AID W i I). PUBIL3SHIG IT IPIlEs OSS PLATE IDNTIf UTE. S11 O'ONOPIO OR.. SUITE too. RAISON. 111 $3119), fOR SAFETY PIACEICCS PH IOD TO PCRT w11NG IRESI rUKTIONS. 1u(S1 OTHIAVISE INDICATED- TOP CAORO SHALL HAI( PROPCALY ATTACNCO STDOCfOIt. ►DCIS, eOTTOR CHORD SNAIL HAVE A PROP(RLY AITACNCD REG1D C1EE114. -•1ftn&TANT-- FOJr1S9 A COPY OF CRSS 0($101 TO TU( INSTAL(A1109 CONTRACTOR. AL►1NC ENGINC(AEO PSMXTS. INC. SNAL1 HOE BC RESIONS19LE FOA ANY OE11AT10R MON SHIS OCSIOY: ARY FAMINE 10 1U110 IN( MUM EN COSPtiMic1 INCH TPI: IN PADRICATING. RAIOLENG. SHIPPIDC. IrS141ATt09 0% 1run: of uuus, tars Dale corFaua RNTr rPVLIUBIE P1DIEslers aF Nos Ir+utru R[str+ vtCtPJCAt10r PUNLtSHED ST 11C AN[R1CAR FO(ESF Aro PAPER Ass/c1ATROr) to M. AAPINI EL�I`F`:a o�r05S. MO URISS OTURINME (OCAIED ON i:i:Eo'i`ucla MOM P1 AS MO. A(om�::itrs (o OF THC TRUSS -DEPICT O lit K ANO ISO JIM t" SNACI KOT BT'D(II10 UPONinam OTHEt VAT E, ONA1111 S OILY TO TRI DC:1ON �. �-y, r � 043815 'r * � t�3D91 ,s� C10 '�%f OF C1►�1� TC LL 16.0 PSF TC DL 15.0 PSF p BC DL 5.0 PSF BC LL 0.0 PSF TOT . ! D . 36.0 PSF REF R427--46374 DATE 03/25/97 DRW CAUSR427 97084046 CA -ENG PSC Ci1C SEAN - 283 32 DUR. FAC. 1.25 FROM HC SPACING 24.01 N N 4 T -4 CK DENNY - TOP CHORD 20 FL O1 OT CHORD 2x4 FL #1 :81 2x6 FL /l: REBS 20 FL Standard :116 2x4 FL /1: :1117 2x6 FL #2: �:Lt Wedge 20 FL Standard: CONTRACTORS WARNING: THIS TRUSS 1S DESIGNED TO BEAR MID/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT TIIt$ TRUSS IS ERECTED PROPERLY. CALCULATED HORIZONTAL MOVEMENT OF 0.18 ' DUE TO LIVE LOAD AND 0.22 ' DUE TO DEAD LOAD. WARNING: FURNISH A COPY OF THIS ORAWIHG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING. SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING- NOTE BELOW. MOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE 11TH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). (11) THIS PORTION Of BOTTOM CHORD MAY BE EXPOSED TO WINO PRESSURE. TRUSS DESIGNED IN ACCORDANCE WITH UBC-94ed: FOR 7S MPII, EXPOSURE B. 0 TO IS' ABOVE GROUND HEIGHT. SHIM ALL SUPPORTS SOLID TO BEARING. LD Z: H M m wn •,_,__ Tnr_art n THIS DUG PREPAREO FROM CONFUTER IhVUT (LOADS b DIMENS10 S) SUBMITTED BY.TRUSS MFR CONNECTOR PLATES OESIGNED FOR GREEN LUMOER PER NDS -91 TABLE 7.3.3. (A) 1X4 O3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.S.O. RESEARCH REPORT ¢2949. NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION — 0.28 '. EXPECTED VERTICAL LIVE LOAD DEFLECTION - 0.23 '. [N LIEU OF RIGID SHEATHING: TOP CHORD AND FLAT TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24' o.c. AND 24' RESPECTIVELY. IN ADDITION. A RIGID CEILING OR 2x4 03 H.F. OR BETTER CONTINIOOS LATERAL BRACING SPACED ® 72' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CIIORD. 5X6 4X64. - 3X8® 4X449 3X10% 5X8(Al)J E 5 2X410 (WR -1602 W-3.5' nacirin I v-1tari n • IIRt' 1R 1h2 8-0 -3-9 BUTTE 00".1I TY ii I'�" _rte... .,•`.�'.'� Rm1515 Ws3.V_ Ei ED rA1-111-1-1-1F Crala v 195011:# 0 � � OINSPITO Q 0 PINE D •WRIIIAW'• INUSSIS RT97I1E t1TBfNI WE IN FABRICATION. HAWING. SNIPPING, {NSIALLINR .41 ttAC1NG. OEM TO RIB -OI (/ANOLINB IRSIALIING ANO ouci R). PUHLISHIO BY In MUSS )LATE 16e B�ollaw OIL. SUITE TBD. NADISA>r. NT 53113). foe utOT PR ACT{CLS PRIOR TO STe�V aAALL 1AN[ lat f` 0011ouc1T0[ tl OFSULL RAVI A OPIRLLYY ATIACUO 1161DCIM36-PROPOtiT AI TAC RID ••INPO/TONT•• FINNISH A COPT OF THIS OISIc/ TO f/E INSTALLATION CONTRACTO11. ALPINE Ee01131000 ►NOOOCTS. ILK. SNAIL =1 BE NEi►OI41BLf TOO ANT DEVIATION FROM THIS OESIG2: ANY FAITNIC TO a tX$ TTI LANSSIS IN C41IMIAM /111 TPI: Be FABNCATING. NAROLIND. SHIPPITO. INSTALLATION DN yy�� � '� NO. CO845 '� "' TC LL 16. 0 PSF TC OL 15.0 PSF BC OL 5. 0 PSF BC LL 0.0 PSF REF R427--46421 DATE 03/25/97 ORW CAUSR427 97084039 CA -ENG POC CWC SE Q N - 100225 TRE)S S BeALING Of LL/PSIS. THIS OISIO! COIFORNS RIB AYPLKABIE tallSIONS OF NDS (NATIONAL DESIGN SPECIF[CAT{O/ /BBE SHED BT TNT 41URICAN FOREST AND PAPER ASSOCIATION) AAO T►1. OVINE CUITCTONS ALE NAD( OF POOL ASTM AGM 9231 GALT. STEEL. EXCEPT AS NOTED. APKY COMECTOIS TO onviHUS 130.TM Am 160f4[fs 0117 [H4'BEEN ST(O OX TOTS DESICN. POSITION IAL 011 THIS ONAVIRS AiYPL14SCONLYCIORS TO THEEOISIGT rME fAUts et'1 BERT an sHAu wT BT uufo UPON tN HY OINTR TAY. * I7P' 6�g1 * l'/TfOF`Ct���! T 1 OT • L O • 36.0 S F DUR .FAC. 1.25 FROM MC SP AC F N G 24.0 " CK DENNY TOP CHORD 20 FL 01 BOT CHORD 2x4 FL f1 :01 2x6 FL /2: WEBS 2x4 FL Standard :1116 20 FL #1: :1417 2x6 FL $2: :Lt Slider 2x6 FL #2: BLOCK LENGTH - 3.347' CONNECTOR PLATES DESIGNED FOR GREER LUMBER PER NDS -91 TABLE 7.3.3. NOTE. BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -0 -SPECIAL LOADS (1994 UBC). WARNING: FURNISH A COPY OF THIS DRAWING TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAXEN DURING HANDLING. SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING' NOTE BELOW. (W) THIS PORTION OF BOTTOM CHORD MAY BE EXPOSED TO WIND PRESSURE. TRUSS DESIGNED [N ACCORDANCE WITH UBC-94ed. FOR 75 MPH. EXPOSURE B. 0 TO 15' ABOVE GROUND HEIGHT. 4X40 3X 8X60 8 4X60 3X8- 4X6® - nuc occoeocn cons CAMPtrrFa INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS HFR `A)BEXEQUALLYHEN-FIR SPACED. BATTACHCONTINUOUS BdLATERAL NAILS.BRACING O BRACING MATERIAL TO BE SUPPLIED ANO ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MOST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AAD/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. IN LIEU OF RIGID SHEATHING: TOP CHORD AND FLAT TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24' o.c. AND 24* RESPECTIVELY, IN ADDITION. A RIGID CEILING OR 2x4 $3 U.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72' o.c. MUST DC PROPERLY ATTACHED TO THE COTTON CHORD. 4X4 a Wo 3X14.A,,o_.;P11 18.1bz- +pARaI*..� rRusscS uORIRE ELTREME CARE IN FABRICATION. SAYDl7B6_ SKIP►ANG. I1SFAll[IG A79 TC LL 16.0 P S F IRACIIG_ I1Ft1 to NIS -91 4U10LtXG INSTAMIS AND SIM3161. PUBLISHED BY TPI tmSS P{ATE INSTITUTE. SN7 O'aaF70 OI.. WILL :m. 4ADISIY. I1 s3nR), FOR SAFtTY PRACTICES MON. TO 3X 10® TC DL 15.0 PSF 8X8 3X8 y,� y 3X6 3X8a 2.5X4 (8)6 111 s `'3 H17 1-4-7 .� 9-8-0 l a-1-9 el 4X6(Al) 0 5 Z.SX4112.5X4(R) ■ 1.5X43 4 3X6(C6)0 = � °D "No. CA 5 BC LL 0.0 PSF BRACING OF TRISSES. IVIS OES1U1 C01F01NS 9tTR ATPLICAILE PROSISIONS OF NIS (NATIONAL DESIGN63p97 ( ) 0-9-ZJ•0- TAT . L D . 36.0 PSF L 0-9-0 BUTTS 0OU-47Y -- CRNNECIORS ARE BADE OF :OLA ASTN ASS3 MIT My. SNI[L. tI1CIPt AS NOTED. AMY COM[CTORS TO MW THISPOSITION ONNECIVIS OANENRVU[1[EA -0-0 SPACING 24.0" 8-0-0 2-0-0 30 -0-0 Over 2 Supports 4-0 T"` R-1685 It -3.5' R-1432 11-3.5' � 1• a iJVED 1-95kR Desi n Criteria: UBC 18.1bz- +pARaI*..� rRusscS uORIRE ELTREME CARE IN FABRICATION. SAYDl7B6_ SKIP►ANG. I1SFAll[IG A79 TC LL 16.0 P S F IRACIIG_ I1Ft1 to NIS -91 4U10LtXG INSTAMIS AND SIM3161. PUBLISHED BY TPI tmSS P{ATE INSTITUTE. SN7 O'aaF70 OI.. WILL :m. 4ADISIY. I1 s3nR), FOR SAFtTY PRACTICES MON. TO ( f' TC DL 15.0 PSF ESA L HAVE CIECIN6.PR��7 AItA[8[0 y,� y Sr1AL PANELS. BOTTOM CIWILP SHAL PROPERLLYY AiTACN10 HIM 0CTUN y B C DL 5.0 P S F -INPOITAII-• FURNISH A COPY OF TI If DLSION TO 11L INSTALLATLON CORIRACTat. AL►[IF ENRIILTKO tRCOU[1S. INC. SN►tt NOT NE HIS►olsIRlt FOR ARY DIY[ATIOI 920" THIS 01310: An FAI011 10 BUILD TRE 1AISS[S [1 CONFOBMAICE RITH IPI: OR FARRICATIIO. H►R11110. SNIPPING. INSTALLAT301 Ot = � °D "No. CA 5 BC LL 0.0 PSF BRACING OF TRISSES. IVIS OES1U1 C01F01NS 9tTR ATPLICAILE PROSISIONS OF NIS (NATIONAL DESIGN63p97 * Em, TAT . L D . 36.0 PSF L 5PECIFICA7101 ►O MKO BY INE AMERICAN ICRIST AND'PAPC1 ASSOCIATION) AND TPI. ALPt NI Jr U 1 B U R ,FAC . 1 , 25 CRNNECIORS ARE BADE OF :OLA ASTN ASS3 MIT My. SNI[L. tI1CIPt AS NOTED. AMY COM[CTORS TO MW THISPOSITION ONNECIVIS OANENRVU[1[EA n1 C17 „`fj� SPACING 24.0" STST At4 ONLY IO SUPPER 161 or IISOS. A`FS [1 SEO1A1ITi APKIES %/y OFCA� DRAMAS 160 __ _._ .__...........,rer ... aaui ■m nr artlrO UNI IN Air MEN MAY. Scale REF 8427--46422 DATE 03/25/97 DR W CAUSR427 97084040 CA -ENG PBC/CWC SEQN - 100227 FROM MC -WALK IN RICK DENNY - T4 SPE TOP CHORD 2x4 FL #1 BOT CHORD 2x4 FL 01 WEBS 2x4 FL Standard :4116 2x4 FL #1: :W17 2x6 TL ,#2: :Lt Wedge 2x4 FL Standard: CORTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. WARNING: FURNISH A COPY OF THIS DRAWING TO THE INSTALLATLOR CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING' ROTE BELOW. THIS PORTION OF MO WND (a) PRESSURE. TRUSSBOTTOESIGNEDOIN ACCORDANCE WITHMAY BE EXPOSEUBCI94ed. FOR 75 E4PII. ExPOSURC B. 0 TO 15' ABOVE GROUND HEIGHT. 4X46 3X8= SX4b nuP enco&orn canit rommTTPR HIP11T [I_nAOS A DIMENSIONS) SUBMITTED BY TRUSS 16FR CONNECTOR PLATES DESIGNED FOR GREEK LUMBER PER NDS -91 TABLE 1.3.3. LA L BRACING TO (A)BE%EQUALLYHEM-FIR SPACED. SETTER ATTACH WITH (2)S8d AAILS.�)IA ILS. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SULTABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE PNSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. NOTE: SC CHECKED FOR 10 PST ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -0 -SPECIAL LOADS (1994 UBC). IN LIEU OF RIGID SHEATHING: TOP CHORD AND FLAT TOP CHORD TO RE BRACED BY PROPERLY ATTACHED PORI TNS SPACED @ 24' cl.c. AND 24' RISPfC1IVELY, IN ADDITION. A RIGID CEILING OR 2x4 ¢3 H.F. Olt BLL IER COIITERUOUS LATERAL BRACING SPACED A 72' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 5X8A3) 3X6 (A3� - 5 .., 1.SX40 3X8 0.9-0 (W) 0-9.0 -8 -1-12—aj 6-0-0 4- - 1 8_0.0 30-0-0 4-0 42-0-0 Over 3 Supports -� R-183 W-3.5' R-1701 W-3.5" R-1186 W-3.5' 11-2-9 T 1-4-7 9-8-0 -0-0 BUTTE 0�'gTy 'i AP °'ars .w.c� '' oVED PLT T! -P.- Al ine TPI -95 R Oesi n G.Criteria: UBC IAl,TAILM ANN CARE IN FUNICAIJOS. 'Dvu� M(0 CA/ -/11-/-/-/F TC LL 16.0 PSF Scale -. t. REF R427--46375 I] 0 L 1TIOSS MALI 9�ACI11R�•RII�Ko -10-93 101.1114 IISTALIIM ARD BUMS)IMI IT�T►I IR SIIT1Tr. 181 0•GN0110 ON.. SUITE 190. HAO1sa1. II 6911M- FOa SAPETT PRACTICIS PRIOR 10 E' TC DL 15.0 PSF OATE 03/25197 Q KPUTED. T0► MORD SOMI RAVE PROILtIT MUCKED APIING INCH FUICTCOIS. UIRISS OTICRILSE IPIICA SCRPCTd9Al ►AKIS. 69T10R CHORD SRALL WE 4 PROP(AIT ATTACHED RIGID CICIING. A yA, BC OL 5.0 PSF DRW CAIJSR427 97084004 0 ED rIHPO9TAtr•• FIUIS1 ► WT OP THIS DESIGN TO THE MIALEATION COITRACTOR. A1PEXE CtSIXE000 PRO)OCIS. 112. SWII 101 It RESPONSIBLE FOR ANY DEVIATION FROH 11 TS DESIGN. ART FAtIWX TO SHIPPING, INSTALU110I OR f S BC LL 0.0 PSF CA -ENG P 8 C CWC QBOAS IHL TAUSSIS IN C01101"AICE MITI 1►I: OR PABR1CAJIM. UAIOIIIIS. of 1RISSE9. 1195 Ocilla t_eFon+s IITI &"LIENEE OWISIM aF IIS (NA110RAl OESIw E* 63597 * TOT.LD. 36.0 PSF SEON - 99721 0A%LPKW1NVE_' IIAc1tG VICIPI"TCOROUR, "ITTHEANM1C►P rORESI 4e0 Note ASMU►T90II AID TPI. AIPIRE IT � To 09 MITii. Go"U * QUR. FAC . 1.25 FROM MC TRUSS Eitli iA" OF ToPILK &a WKESS o1MULSSEE ilio TNS ME�EG@, ss P 11ta v 195 OIL' Io lac DFSIoa 000&X1-[1 lus�s i�aE% aw.1Itt, � 11130111!r �Pr g EOF C<•�� SPACING 24.0" O Q CI OS►/CTTi mcA.;~ A, NOT DENNY-WALK IFI RICK DENNY - T5 SPEC THIS UNG PREPARED FROM GUMPUIER 1111101.11 (LOADS a UJMtHJIUNJI >UtlN111tY LST mu" nrR !TOP CHORD 2x4 FL til (A) 1X4 $3 HEtI-FIR OR BETTER CONTINUOUS LATERAL BRACING TO !BOT CHORD 2x4 FL 61 BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING WEBS 2114 FL Standard MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A :Lt Wedge 2x4 FL Standard: SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE 7.3.3. DRW CAUSR427 97084005 CA -ENG PBC cwc REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). axa0 (W) THTS PORTION OF BOIIOH CHORD MAY BE EXPOSED TO WIND PRCSSURE. IRUSS DESIGNED IN ACCORDANCE WITH UBC-94ed. FOR 75 MPH, EXPOSURE B, 3X4# 0 TO 15' ABOVE GROUND HEIGHT. 3x6m/ IN LIEU OF RIGID SHEATHING: TOP CHORD AND FLAT TOP CHORD TO GE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24' o.c. AND 24' RESPECTIVELY. IN ADDITION, A RIGID CEILING OR 20 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 3X8 - 4X4Q 5X8 (A3) 2.5X4(A3) 05A 4X 60 2-5-15 -L *11-2-9 1.5X4 N +8-0-0 IV Ln tD j ko CD 0-9-0 S _ 1-12-�1 1 16-0-0 L 14-0-0 J _ ;-s., 8-0-0 -911 x� B-0-0 30-0-0 FOR38-0-0 Over 3 Supports I I.,r.� 1 *- rte, I «�y s: , 1,-r ro,i.h- ;i y � R-235 N-3.5" R-1496 W-3.5' R-1051j,4f�.45y;K"OV p� PLT T P. AlDine TP1-95 Oesf Criteria: USC II. = CA - 1 - - - Scale—.1875"/Ft." 1_1 I] �T O AL 0�!-�1uV� TRUSS m ••RAIMOMA TROP S 111twif 11MCK C:ANI [. l,O1lCATCOY, NANOI 16. SUPPING. INSTALLJR4 AIID DIAc1Nc. REFER To x11.11 (NANOUNO INSVALLING AND DIALING). PU11LCSRCD IT 1P/ (KOSS PLATE 111111711([. 693 0.0110110 OR.. Sucrt ZOO, MADISON, Ill s17I9). FOR SArCTY PRACTICES PI IOR TO P(RFN(R1CR TREE /UICTtOYS. NO(SS 011(RYISE 1ROLCATTO. IOP CK0 SHALL RAIL UOPLALY ATfAW0 STROETOIAL PARELS. 1101103 CHONO SHALL NAI( A PswiRLY AYTACREO Rim CCLLINO. .-INK 91INC SRARtROI (OPI ME T $ OE316E FOR unTo tNSTA L IlOFROM T�s OIC I)R: API F i INCEURE 00 611140 111( TRDSUS IR C01%ORio= VIVA TP1: OA FADAICATI92. PAROLING. SDIPP1RR. INSTALLATION OR tlA[NNN or TAURSES. INIS DESCOA COOFMM VITH APPLICADLI PROVISIONS OF IRIS INAIIWLL NLSEOR aP(araura ovaLrsRm aT TUE AIORIcu FOREST AW PutR Assoculrolu AMD al. At►u1 CNAR(farS *Al MADE 0r JODA ASTM AM RAW GALY. STCEL. EKCIPT AS NOTEO. APPAT CONNECTORS To [ouakT(1360.iso ilo�iloa AOTN1R91uMGCATts o11a TSA1ifo+wiNcOSAinlaLCQKu�NtOU 1�S.RI1 Or Ila rROSS OCPURO RINE AW SRALL 901 DE RELEEO UPON 11 AM OTH(A RAY. •�(f' N. �C' r �. ��3$6'i � � tsB 63647 'R t ! d}�lfD`�► N�'' TC LL 16.0 PSF TC D L 15.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT. LD. 36.0 PSF REF R427--46376 DATE 03/25/97 DRW CAUSR427 97084005 CA -ENG PBC cwc SEQl1 - 99723 DUR .FAC . 1.25 FROM FTC SPACING 24.0' IV Ln tD j ko CD -WALK IN RICK DENNY - TOP CHORD 2x4 FL #1 BOT CHORO 2x4 FL N WEBS 2x4 FL Standard :Lt Wedge 2x4 FL Standard: COIWECTOR PLATES DESIGNED TOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. NOTE: SC CHECKED FOR 10 PST ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). (W) THIS PORTION OF BOTTOM CHORD MAY BE EXPOSED TO WIND PRESSURE. TRUSS DESIGNED IR ACCORDANCE WITH UBC-94ed. FOR 75 MPI1. EXPOSURE R. 0 TO 15' ABOVE GROUND HEIGHT. THIS UNG PREPARED PROM LUMPUltR *HrUS LLVAU3 h UIR MNIVMJI DUCRIIICV DT muzz nrn (A) IX4 #3 HEN -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT 007H ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. IN LIEU OF RIGID SHEATHING: TOP CHORD AND FLAT TOP CHORD TO OE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24' o.c. AND 24' RESPECTIVELY, IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED ® 72' C.C. KUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 4X4® Mom 7X6 4X 60 5X8 (A3) 1A 2.5X4 (A3) Taj 0-9.0 -1-121-- K4 III LIQ 6- 14-0-0 - 8-0-D 26-0-0 ice 34-0-0 Dyer 3 Supports R-253 W-3.5' R-1334 W-3.5' R-907 W-1.5" ._B -o -o 1 (o BU 7TLZ CITY D PLT TYP. AlDine TP -95 R De i n Criteria: UBC 18.1b2 - Scale -. 7 ' O O 0 O cz]••TP.PORT T T k y � O AALPINE L/A Q ��c= © ;4W114E tUMPE (RAEOLINO 1 r:<il� MD:,�ING].MDMLi�NEo BYN Llai RUSS ttA t IRSYITUTE. 941 016WID OR_. 3911E 2aO. MADISON, VI 637191. FOR LAFCTY PRACTICES DNLDE TO 7(4r09NIRG 70111. FOUTIONS- MUS OINERNM INDICATED• 100 CRCRD SOALI BAWL IL071RLY AIT4Ct10 LUUCIURAI PAaILS. NOTION CHORI SHM IWF A P40PERLY ATUCBIO 41010 CIELINO. wT•• FU4NISN A COPT 0r ITIS DESIGN TO TRI (iSTAELATION CSIT6ACTOR. WINE CSDINECR(D MOO'CTS. INC. SNAIL ROT DE RISP40S(4LE FOR ANY OEWIAYION FROM THIS OLS10N: ANY FAII06C TO 49IL0 TN1 TRUSSES IN COWOANAECC VITM TPI: OR FAMCATLN0. NAMING. 3EIP►1N4. LNSTAILAE104 04 41AC1N0 d 1 85 S. YNIS DIS(CII COWORBS VIIII {PFLICUME PROF1160YS OF WS (NATIONAL KSION SPECIP1CA 10I POT1sRE0 R7 THE AMRLCAN FONCST AND FAM ASSOC(ATTOq AND TPI. ALPINE UMICTOS A4l YO( 9F 2004 ASIR U63 4477 GALT. SIM. 11"PT AS ISM. LPOIT a9N11CY08S 10 OOmNEAI4tlSS OI&I L"0 DER A-F.AND NCS".111 ER'BCMSt TL1 0 ON ORA04 Tits D GRANART IMMI 9�S 03LLYC20 W tois D0148 y y� �A y S r 1�� 45 170. 6 QI ,h � fir'!%f'orc TC LL TC DL BC DL $ C L L TOT. LD. 16.0 15.0 5.0 D , 0 36. 0 PSF PSF PSF PSF PSF REF R427--46377 DATE 03/25/97 DRW CAUSR427 97084006 CA -ENG PBC CwC SEAN - 99726 OUR .FAC . 1.25 FROM hC SPACING 24.04 CX DENNY - TOP CHORD 2x4 FL #1 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard D`):Lt Wedge 2x4 FL Standard: �jCONNECTOR PLATES MUST BE INSTALLED IR ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. CONTRACTORS WARRING: THIS TRUSS IS DESIGNED TO SEAR ANDJOR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULARCARE IS ADVISED DURING M INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. NOTE: SC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -6 -SPECIAL LOADS (1994 UBC). (M) THIS PORTION OF BOTTOM CHORD MAY BE EXPOSED TO WIND PRESSURE. TRUSS DESIGNED IN ACCORDANCE KITH UBC-94ed. FOR 7S MPH, EXPOSURE B, 0 TO 1S- ABOVE GROUND HEIGHT. SnIM ALL SUPPORTS SOLID TO BEARING. THIS ONG PREPAREO FROM COMPUTER INPUT GOADS S 0(MERSIOBS) SUBMITTED BY TRUSS MFR COIMEC70R PLATES DESIGNED FOR GREEN LUMBER PER IDS -91 TABLE 7.3.3. ETTER UOUS LATERAL ACING (A)BEXEQUALLYMSPACED. -FIR OR BATTACH CWITH NJ21 8d MAILS. BRACING O BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 1N LIEU OF RIGID SHEATHING: TOP CHORD AND FLAT TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24" o.c. AND 24" RESPECTIVELY. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 8 72" o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 5X410 3X8- 3X10(F1) 0 -0 vIu I w) 0-9)•01.8 R-1320 W-3.5' 26-0-0 -0 Over 2 Supports - PLT TYP. Al ine TPi-95 R Desi n Criteria: UEC - - F 16.0 PSF 15.0 PSF 5.0 PSF 0.0 PSF 36.0 PSF •RA1RIeO•• uNasts Rcepu t EaREIr WE a FINNICATIor, aANDu®. gllf►irc IRSTAEIrNG ND Q O 9NAC16S. 11r1R TO 119.91 (NANOLUG IWALNENp All 11LAC110- PNNIISHED rr TPI (INUSS K%1[ Q O LISTtTUTC, yes O'OUF10 OR.. STETE IOD. IIAOISON. TI SwL9). too SAFETY PHACTICES Pilon TO apraHINS THESE FRcrtOets. DETSS OTMtRWIS1 IIDICATEO. TOP CM3 SMALL WE AVENLT ATLACNIO © 51N9CIORAE PANELS. ROTTOB CHOnO SMALL NAEt A PRO►IRLT 41"IMM MEGIO CIRI16. '•tXMTAHT6• FURNISH A COOV OF THIS 015168 10 THE INSTALLATION COITNACTOR. AEPIRt [AGIREENEO o o foil TS. INC. SMALL 161 UR NESPIRSINLE FOR ANT IITIATIOII FROR THIS OESWN: Ur FIIlY1[ 10 NNILe Tri TIMMS 1N COMFDAMAKE NITM TfI: 01 FAINICATIffG. WIRING. SHIPPING. INSTAtIATEGM GI ALPINE RMACIRG OF TROSSI1. THIS DISIRI UNFUMS QEni MIXABLE PROVISIONS OF Nps (NATIWIL OESICI s►LC Ill CAfI DN ►UNI (SHED 0Y u/ un ICAR 9aI91 AU PAPER "W3 AT Alm TPI. AI►1NE s CONritiotl[PER s to ien s u OF iAUSS. ANO uRLESirir1(013ISLOLAT10 o E]HIS DEESIGN &S110110. V LJ WlA91M6i IID, 150 ARO "G4•F. AR TMOtfLEA'S " " NN. THIS "AWING APPLIES OMIT To IMF OCSIGI of IMI ipVS3 D[IICT[D HIRE AND S:.L MOf 1[ 1110 NPON Ir ANY T.ER WAY. 7 7X6® 8 4X6 5-1-15 5X8- 2X4 D +a -4 -BUTTE �3X} fl'qy R-1174 N-1�5'T0V `` I .b2 y 10.04345 tm. 63D91 CIy1� 0� tOFCf`t�� CA - 1 TC LL TC OL 8C OL 8C LL TOT. LD. - - F 16.0 PSF 15.0 PSF 5.0 PSF 0.0 PSF 36.0 PSF Scale -.1875-/Ft. REF R427--46423 DATE 03/25/97 DRW CAUSR427 97084041 CA -ENG PBC CWC SEQN = 100231 DUR.FAC. 1.25 FROM MC SPACING 24.0' IN RICK DENNY - Top CHORD 2x4 FL #1 BOT CHORD 2x4 FL #1 WEBS 20 FL Standard :Lt Slider 2x8 FL 01: BLOCK LENGTH — 4.215' CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER MUS -91 TABLE 7.3.3. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. MOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). (W) THIS PORTION OF BOTTOM CHORD MAY BE EXPOSED TO WIND PRESSURE. TRUSS DESIGNED IM ACCORDANCE WITH UBC-94ed. FOR 75 MPH. EXPOSURE B, 0 TO IS' MOVE GROUND HEIGHT. SHIM ALL SUPPORTS SOLID TO BEARING. 3X6(C6) 2.5X4 (A1) PLT u1P. Alpine T c3n C}00 c=1 I] O ZWpmT-"- IDUSS 0 A"""[ SX 6%% 2.5X4 (R) 0 Ti'.IS DWG PREPARED FROM COMPUTER INPUT (LOADS E O(HENSIONS) SUBMITTED BY TRUSS MFR (A)XMEM-FIR BCWITH(2)Od NSA AI S.BRACING BEEQUALLY SPACED. ATTACH BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED OURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. IN LIEU OF RIGID SIIEAT31IiIG: TOP CHORD AMD FLAT TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24' o.c. AND 24' RESPECTIVELY. IA ADDITION, A RIGID CEILING OR Zl14 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72- O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 4X4-0 3X Bs 7X6 -1-7(� 4X 6#4- 5-1-15 11-1-9 1.5X411 +-2-3 -0-0 8-0-0 26-0-0 34-0-0 Over 2 Supports 'I m —3 -1-8'' R-1080 W-1.5' R-1406 W-3.5' er -95 R Oes1 n trita: UBC 18.1b CA - i - - - F wANsla•• noses elaeut EtTREMc cAet 11 cANN1Ui10R. MAIOLIMO. SNI►►[YD. INSAALLIIG AID INKING. Kip To al .*I (NNWIIA/ INSTAWIG W 9RACCA01. ►eILISRID BY TYE (TIOSS FLATt TC LL 16.0 PSF IRSTITOIS. 51) D'INOItD DR.. Sf3Tf t00- IDOISN. f1 531393. FM SAFETY PAICIICIS PRS01 10 PEUOURIR TaEif RPCito". OUIESf /TsMIJE IWICATED. TOP Ce00 SMALL RAVI PI0Pt9lY AIIACCID f yam_ �iC TC DL 15.0 PSF STtItiNNAL PAIRS. BOTTOM CHORD SMALL HAVE A 140KILT ATTACHED RIGID ClIXIN6- ALPINE INGtottifo BC OL 5.0 PSF •IIM01tA11•' SEMI" A C/PY OF THIS 1IStGN TO 30t 315TALUTtOl COITIACTOR. PI//DCtS. INC. SMKt Mot of ttSPITSIOII FOS ANY DEVIATION FEAR tots DESIGN: ANY FAIIOII TI SHIPPING. iNUALUTiON 01 s r � 5 BC L L 0.0 P SF /IRO THL TRUSSES IN COHFOaMAKE V31H TPI; 01 FAINICAIING. HAULING. 340 /1AC1NG or TMOS%S. THIS DfSIGT COUMM gill UPLICAHLE PRIVISIM OF MDS IN+IIONAI "SICM ` GIpgT It TOT. LI) . 36.0 PSF mcirlcATCON Pi/LISHED IT THE AMiITCAN F01[St ANN P+►U ASSOCI+f10NI ARO T/1. ALPINE * CONNECTORS ARC RAtt OF TDOA ASU AS31 U31 GAIL $Tilt- INCEPT AS NOfED. APPLY CCMC101S TO 41TRE193K 10CA110 es THIS DESIGN. POSITION CoeucTcas Pt a Ai'l C11 Q•L•� DUR . FAC. 1.25 IACM F+u Di TevsS. UID UMILSS B1AVINDS 130- 111 AND 160 A -F. ►1 CIMIKIA's SEAL ON IHts DNAeEA/ A"LCIS OMIT i0 IHC DESIGN '�Tf OF CA��1� SP AC I NG 24.0 r IA7Gp REF R427-=46424 DATE 03/25/97 DPW CAUSR427 97084042 CA -ENG PBC/CWC SEAN - 100234 FROM HC (DENNY-BALK IN RICK DENNY TOP CHORD 20 FL 01 SOT CHORD 20 FL #1 11EBS 2x4 FL Standard CONVECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH TIIE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT F2949. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR ARID/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE 1S ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. NOTE: BC CHECKED fOR 10 PSF ADDITIONAL LIVE LOAD ACCOROARCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 USC). (W) THIS PORTION OF BOTTOM CHORD MAY BE EXPOSED TO HIND PRESSURE. TRUSS DESIGNED IM ACCORDANCE WITH UBC-94ed. FOR 75 MPI1- EXPOSURE B. 0 TO 15' ABOVE GROUND HEIGHT. SHIM ALL SUPPORTS SOLID TO BEARING. m m 2.5X4 (A1) 0 4X6 (R) % 2.5X4ss - 15 5X4(8) * 1.5X4 M THIS DUG PREPARED FROM COMPUTER INPUT tL.OIAB, a u1PN[ITa-1ucY-D)-IVuPLLIILV Di .nv4- -- CONNECTOR PLATES DESIGNED FOR GREEN LUBBER PER HOS-91 TABLE 7.3.3. (A)DEXEQUALLYrISPACED. BETTER ATTAC11CWITH (2)S8dLATERAL HAILS. BRACING D BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT GOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. IN LIEU OF RIGID SHEATHING: TOP CHORD AND FLAT TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24' o.c. AND 24' RESPECTIVELY. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED A 72' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 4X4,0 3X8- 7X640 4X64* 1.5X410 17L 16-0- -0-0 4-0-0 BAJTT'E- $.0.0 26-0-0 J Over 2 Supports 8-987 W -1.5I ..:+ • .;�+�¢ O.�,����34-0-0 ' ,. IF AF e -Nu 1 '•ZARYEY• INISSES RI00(R[ IST/1Zt CART IN rABRLCAT EON. NANDtlYO. SB IPP[c/. INSTACIIRG A" e2AC11E0G•NETm TO IIN-91 DIANDLIZI IRSIALLIRO AND SIACIIIDI. PUBL1SM BY IPI (TNUSS RAT( ]N sI ITVTE. 561 0.6TNrto DI.. SUITE 2/O. MADISON. It ISIL91. FOR SAPEII PIACI)CES PRIOR TO PERFRRHIYG THESE FPICTIOYS. MESS ITNERVISE 1NO3C&TED. TOP CYODD SRAM HAVI PROPERLY 4TIAC[E0 STNOCTVIAt PANELS. //TIUH C002D SNALL RAV[ A PROPERtT ASTAOtW RIGID CECLIRG. ••IHPOBTAN I— FURNISH A COAT OF THIS DESIGN 10 lot INSTALLATION CONTRACTOR. WINE ENGINIEN(O nwtCrS. INC. SY1ll NOT /1 R(SPONSIItt FOR ANY DIVIA110N FUR 7195 DISIGN: ANY FAIlAE TO DO ILN THE TRUSSES 1I CORMIARCE YITR TPI. OR FASRICATIUO. HANDLING. SHIPPING. INSTALLATION 01 "Altl+ OF TNUSSES. THIS O1l1GN CONrcaus YITs AMICABLE 91401ISIOIS OF NDS (IATIORtL QESICN SOICIFI[&IION PUILISlto BY THE ANERICAY FORST AND PAPER AS 1030111, AIO TPI. Al►IN1 CONRECTOIS ARI H10t IF TOGA &STN A65S 6231 GALL. SIM. IMUT AS 1611D. APPLY CORRECTORS FO [ACU FACE " SAM. AID YNIESS OTHI(RISC LOCATED ON THIS DESIGN, ►OSLTION CONN[CTODS PI DRAZIs2S In. IRO All 160 A -F. AN [NOIIILR-S SIAL ON THIS PRAYING HILUS ONLY TD THE DESIGN -- --- -__------- ...... ... ..... —T K AFll1N WPON IN ANY OTIER VAT. Scale-.18750/Ft. REF R427--46425 DATE 03/25/97 DR W CAUSR427 97084043 CA -ENG PBC/CWC SEQN - 100236 FROM MC - TC LL 16.0 PSF H �e�yc TC OL 15.0 PSF A� BC DL 5.0 PSF C BC LL 0.0 PSF TOT.LD. 36.0 PSF DUR . FAC . 1.25 CI'OIL �� f Of C*\\�' SPACING 24.0" Scale-.18750/Ft. REF R427--46425 DATE 03/25/97 DR W CAUSR427 97084043 CA -ENG PBC/CWC SEQN - 100236 FROM MC (DENNY-WALK IN RICK DENNY - TOP CHORD 2x4 FL ¢1 BOT CHORD 294 FL #1 WEBS 2x4 FL Standard :Lt Wedge 2x4 FL Standard: .CO"ECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONNECTOR PLATES MUST BE INSTALLED IH ACCORDANCE WITH TUE REQUIREMENTS Of I.C.B.O. RESEARCH REPORT J12949. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 USC). cD 2 N H (If) THIS PORTION OF BOTTOM CHORD HAY BE EXPOSED TO WIND PRESSURE. TRUSS OES(GNEO IN ACCORDANCE WITH TIBC-94ed. FOR 75 MPH. EXPOSURE B. 0 TO IS' ABOVE GROUND HEIGHT. SHIN ALL SUPPORTS SOLID TO BEARING. 2.5X4(A1) =P S 3X 104 1.5X4W THIS ONG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR (A) 1X4 #3 HEH-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTIOIl CONTRACTOR. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE 15 ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. IN LIEU Of RIGID SHEATHING: TOP CHORD AND FLAT TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24' o.c. AND 24" RESPECTIVELY. IN ADDITION. A RIGID CEILING OR 20 03 W.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED O 72' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 4X4® 3X8® 7X6 4X6® 1.5X41 I is -n -n 1 14 -u -D -I _ 4 -U -U _s 0-9I- (R)7-1-8--�) R-1610 N-3.5" -0-0 Over 2 Suppo i"`� R�ji:�' R-885 w-i.5'� FOLT TYP. Alpine TP -95 Design Criteria: UBC 18.02 CAI -111-/-/-/F Stale - S 5` Ft. L� O p tunIOTSSISI l iNMN 1 u`Alul �`a:�wNs► •`� SN EO�tf11,f►I[a[TNUSSHAIALLOO TE TC LL 16.0 PSF REF R427--46426 FIS11191I. slo D,Osorto DN.. se1TC m. mcisi.. 9r S37L9). In SAFM PRACTICE$ PRIOR Ye TC DL 15.0 PSF DATE 03/25197 IfAF 1JkJ%G TNESY FeNCTIOM UNLESS 0MR93SE 1RD1CATiO. TOP CNOIO SNAIL "It PROnI[Y AITACIID yA y� _ sTNscTUAL PARS. ROTION CHORD SMALL RAsI A PAWMY ATTACNW AMID CTEElNO- ` BC DL 5.0 PSF 0RW CAUSR427 97084044 0 fl •]]VCE TANr•• FmisR A ESPY OF THIS DESIGN 10 M UstuLAT1oN CONTRACTOR. ALPOIL INGINEEIID rTRU-SS-�� �PROOICTs. [NC. SHAH NOT e[ RESPOASIsLE FOR ANT IErimm FION IHEs OES1W: ANT iAllU11 TO ROIuTHETCSStSnCONTORNADCEVITN TOO: OR FARNICATIM. RANOLTRA. SHIPPIRG. INSTALLATION/I x t��3a/5 '� BC LL 0.0 PSF CA -ENG PBC CNC iINAC1NG OF RUSSES. THIS DESIGN CorfORNS 97TH UPLICARLE PROVISIONS OF IDS IeATTONAI RESIGN d ISnar1CATION PmmusuD IY THE ANIAICAN FOREST AID PAPER ASSOCTAt1ON1 AND 7#1. AMNE 141`TOT.LD. 36.0 PSF SEON - 100238 Coll[cIORS ARC MADI Or tDGA ASW AALS GLtT GALT. STC1L. CXCEPI AS NOTIO. APPLY COANLC]ONst► ECA PAC 11k IDS IAOO1-ice OAt FIGINIM'S'STfIAl,O HTgSIS CONAVIN& APOMSUM. POSMOX CONLYCTo TH[TORS EOO[s, : Elf Of C��� DUR . FAC. 1.25 FROM iac AF TI[ TRUSS Od1CTfs RING AND Sfl�tl I0T BE R[L Ue NION 1N AMT eTNEA WAY. �C SPACING 24. ~ IN RICK DENNY - T7 SPEC -OP CHORD 2x4 FL ¢1 IOT CHORD 2x4 FL f] WEBS 2x4 FL Standard LL Wedge 2x4 FL Standard: :DNNECTOR PLATES DESIGRED FOR GREEN LUMBER PER HDS-91 TABLE 1.3.3. :ONdECTOR PLATES MUST BE INSTALLED III ACCORDANCE WITH THE 1E4U1REMENTS OF I.C.B.O. RESEARCH REPORT $2949. TOTE: BC CHECKED FOR 10 PSF ADDITIONAL tIVE LOAD ICCOROANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). ;w) THIS PORTION OF BOTTOM CHORD MAY BE EXPOSED TO HIND PRESSURE. TRUSS DESIGNED IN ACCORDANCE WITH UBC-94ed. FOR 75 W11. EXPOSURE. O. 0 T'0 15' ABOVE GROUND HEIGIII. 5X8( 5X8(F7; THIS OMG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR (A) 1X4 03 REM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS, BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CALCULATED HORIZONTAL 14OVEMENT OF 0.12 " DUE TO LIVE LOAD ARD 0.1S " DUE TO DEAD LOAD. IN LIEU OF RIGID SHEATHING: TOP CHORD AND FLAT TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24' o.c. AND 24" RESPECTIVELY. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 4X6,0 3X10- 1.5X411 7XbQ � e 5 X6 I 5-1-15 1-2-9 5X8- 2X411 -0-0 T-7 0-9-0 TTL 6- -0 - 4-0- 34-0-0 Over 2 Supports -1282 II -3.5' R-1212 ,< - 5'R'- 'e.{TA 9 �` w L PLT TVP. Alotne T 1-95%R Desion Criteria* UBC 18.1b2 CA - 1 - - - F Scale -.1675"/Ft. ••VMI VA— TGOSs1S I(aNIIL EFTNEW ME IN FAIRIGAI ION. NANOCIND. SUNPIAG. INSI"LING All IIAUNG. RIM TO I38d1 EIASSLING VISTA11I14 410 M J116). POOUSI IO Of IPI MOSS PLATE E IS). VON SAFETY PRACTICES PRIOR IO IlsltMgt. $N] 0'0X0;10 Di.. SNITC too. SAMOS. NM 'fit` TC LL TC OL 16.0 PSF REF R427--46378 15.D PSF DATE 03125/9 7 O C=) PfefOt NG TNLSI FOARIOIi. NRLISS OTHEINISE IA PICAM. T0701'CHOW SHAL VAI( PROPEAET ATTACREO R7 HAVEnaPERTY uTAN e1R 21610 allttG. /j/�p •iC © stt tiTORa rues. emroX clan sxALL `•IMPOITANT•- TCLNISN A COM OF TIES DESIGN TO TIC INSTALUTIOI COIITRUTOA. ALPINE TNOEREERED .e � BC OL 5. 0 PSF DRW CAUSR427 97084007 o © PtCOKES. IXC. SNAU NOT n tESPONSIRLE FCt ANY MIATIOF FION THIS OESIGT: an FAIUORE TD IOIIO Til TRUSSES EI CORIORMAICf NITS TPI: Ot FABRICATIIO. SATOLISN. SHI?PIVO. INSILLCATIOR OR z r �,,u3845 BC LL 0.0 PSF CA -ENG PBC CWC ALPINE Stwoo OF Usism TNI& FEItON COFGRMS NITS AtFL ME1 PNOTISIONS OF INS 1wf101lA1 IESION 6�� * �` TOT . LD . 36.0 PSF SEQN - 100229 0FACS fPECIFECAtta PVLISAM IT T� t6[IICAN FOIISI AIO PAPSR ASSKIATl04 AIO ill. 4.tIS[ * DUR . FAC . 1.25 FROM MC S TRUSS CPNQCMU AU SAN OF IN). UN WrA My OAIT. SAM. ESCIPS U MOTS). AIPLI COMCIOU To FAA OF TRUSS. Alb NNLLSS OTHIMSE MAIID Cl TM 046969. FOSEUON CONIECTORS M•'`� �' � SPACING 24.0" CRAVINGS U0, i&0 ARD 160 A -F, u INGANCEA's SCA. ON IS)& O mim WLEES ONLY To 101 moan OF INE _1t03S 91PPl_CItO_ ME All SIAL NOT Rt RIl1ED DIOL 16 In OTHER OEM '� OF Cf -WALK IN RICK DENNY - T8 MONO HIP SLI TOP CHORD 2x4 FL 01 BOT CHORD 20 FL #1 WEBS 2x4 FL Standard iCONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. coURECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH 711E REQUIREMENTS OF I.C.B.O. RESEARCH REPORT j2949. #1 HIP DESIGNED TO SUPPORT 06-00-00 JACKS WITH NO WEBS. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. ROTE: REACTIONS R & R3 ARE FOR i1 CALIFORNIA HIP AND #3 CALIFORNIA HIP RESPECTIVELY. IN LIEU OF RIGID SHEATHING: TOP CHORD AND FLAT TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED it 24' c.c. AND 24" RESPECTIVELY. IN ADDITION. A RIGID CEILING OR 2x4 Tk H.F. QR BETTER COIITINllOUS LATERAL BRACING SPACED @ 72' G.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PF914 Um. rnernneu rnvn U-3— m ..r. u. k6..., •-. .....•-•. • • - 2 Complete Trusses Required RAILING SCHEDULE: (10d_box_nalls) TOP CHORD: I ROW 0 8' o.c. BOT CHORD: I ROW @ 12' o.c. WEBS : I ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS 1N EACH ROW TO AVOID SPLITTING. ROTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). USE SAME DESIGN FOR ORE -PLY COMMON HIP TRUSSES 0 24.0*OC. EXTERD SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR #3 OR BETTER @ 24.00'oc. ATTACH WITH 2-16d NAILS b 2x4 DIAGONAL BRACE PER 1116-91 13.2.1 (FIGURE 33), OR MID -91 SUMMARY SHEET (FRAME 3 THRU 6). OR DETAIL CO110. SUPPORT HIP RAFTER WITH CRIPPLES @ EVERY 05-07-14 FT. oc.. 4X60 2.5X4 o SX6— 1.5X4 UI SX4(F1) 0 3X8ft PO k9 TTLE Golu,ti'TY 6-3-0 f 3-6-0 T 6-3-0 16-0-0 Over 2 Supports R-1164 til -3.5" R3-512$ R3-470$ VLNJ PLT TYP 1 ine TPI -95 R i n Crit ia: UBC 8.1b2 CA - - - - cafe Ft. 0 I� O OSTRUC o ALPINE o USS 0 0 -WARC� ING• NG.UTROS ew WRII�IIwraHELIVA CuINS3N FACRICATING. AIH I&G.MPIKO M. 11 TALURBIrSS FIAT[ lrsrJim. SOR 01=10OR.. SURE 100. MARISOR. III S2411I. f02 SAFITT PRACTICES FRIO% FO ►INFOTNIRi Tp SC OuNCTIONi. UNLt$S OTHfOYUE IN0ICAIEO. TOP CHOAD SNALI HAVE PROPERtT A3TACRIO 1URAl PANELS. 001104 CURD SHALL HAVE A PROPERtT AITACNEB UG10 CIILING_ •-IKPORTANTr• rONNISN A CAPT OF THIS OCSICH TO THE ENSTALLATIOI CONTRACTOR. ALPIRE CISIAEERTO P%WECT3. INC. SHALL NOT It IESPONSIRLI FGI ANY UtUAIl0/ FRON TRIS DESIGN: ANY I►EIURE TO P•01LD I i T/t•SSfS IS COAFORM ICIE NIIN TPI: OR FA/RICtTtEi. HANDLING. SNIPPING. INSTAIUTIOR OR OWING ofT/ISS". FNIS OES10 CONFOUS VIIH APPLICAKI PRDOISIONS a Nos (uATIONLL KOM fPWFICATIOI POBITSNED 6T FRE AMERICAN FROM AN PAM ASSM&TION) AN TPI. WIRE CONRICT0n ANL MADE OF 240A ASTK AM GHaT GALLA. STEEL. LICIPT AS 10Tto. APPLY CONVECTORS w 10QI�NllggSt1 o.°i:o:No 11, AA. IJID OILISS "SWIIAEIR fTSEAL ONTHIS /NISORAYING AOPt1ES MY I0 R DESIG+' OF AF 1R K1 O[P1CTC0 N[QC ARO SNAIL NOT B[ /EIIED UION II ANT 01014, NAT. N/A '1C 4 9 T� xAW5 r 4�9T � : ���i�r�C R�c IN t' TC LL 16.0 PSF TC DL 15.0 PSF BC DL 5 .0 PSF BC LL 0.0 PSF TOT. LD. 36.0 PSF REF R427--46387 DATE 03/25/97 DRW CAUSR427 9)084016 CA -ENG PBC CWC SEAN - 99834 DDR.FAC. 1.25 FROM MC SPACING 24.00 I RICK DERNY - T9 MONO HIP TOP CHORD 2x4 FL II :T2 2x4 FL #1313et.: BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard :W3 2x4 FL 0: CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. USE THIS DESIGH FOR COw4QN HIP TRUSSES as 24.0'oc. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS FO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR #3 OR BETTER ® 24.00'oc. ATTACH WITH 2-16d NAILS 1 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 FIGURE 33. OR HIB -91 SUMMARY SHEET (FRAME 3 THAD 6).OR CA -HIPS DETAIL C0110. SUPPORT HIP RAFTER WITH CRIPPLES 19 EVERY 05-07-14 FT. EIC.. ROTE: REACTIONS R A R3 ARL FOR 01 CALIFORNIA HIP AND #3 CALIFORNIA HIP RESPECTIVELY. IN LIEU OF RIGID SIIfATUING: TOP CHORD AND FLAT TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED ® 24' O.C. AND 24' RESPECTIVELY. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 9 12' O.C. MUST BE PROPERLY ATTACKED TO THE BOTTOM CHORD. THIS DWG PREPARED FROM COMPUTER INPUT d DIMENSIONS) SUBMITTED BY TRUSS MFR (A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING MATERIAL.TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. #1 IOP DESIGNED TO SUPPORT 08.00-00 JACKS WITH 110 WEBS. CONVENTIONAL FRAMIRG IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WIT11 TABLE 16 -8 -SPECIAL LOADS (1994 UDC). 7X640 5X121m 1.5X4m 5X8 (Fl) 9 3X8<r 0-9-0 TC\ 5-4-4 -0-0 BUTTS G)OLf',-JTY 8-0-0 1 8-0-0 I6 -0-D Over 2 Supports R-1169 W-3.5' R-9915' R3-512# R3 -47D# PIT T 1 e -95 R i n Crite ia: UBC 8 b6 CA/-11/-/-/-]F-Scale-.25'/Ft. L7 C� ,uiAC�111Ri�•N4FERTO IUl.W1LGIURoLIRRa IR TA tING, AAID SRACLc .-PrniSHioi1 To't (TRUSS #LAI! TC Lt 16.0 PSF REF 8427--46388 --T Q 12111TUTI. 153 0'410110 M.. SUITE 100. IMOISOR. 41 111191. FAR SAFETY PRACTICES nl(n TO PIlFoxmin IRESI F.$tTFo9s. muss OTHENIIIIt ISOICAna. TOP 010111 CULL HAVE PAOTERLY AITAC8111 y�P y� TC DL 15.0 PSF DATE 03/25/97 L TAWS. POTION CRORD �SNALL HAVE A PROPERLY AAC9E0 81010 CIMINO. 11R.CTURAR CONTUCTGR. ALPItf CY614EMIG A �^ p BC DL L 5 .0 PSF DRN CAUSR427 97064045 •[HPOttARI•• FRNIS2 A COPY OF $HIS OESIRN TO IRE INSIALLATIOR IAROVCTS. IRc. SULL 102 a RESfONSIGLE FOR ART DEVIATION FROM THIS OU30: ACV FAttURt TO t►StAAtAIIRs Ft y� r" p ('j5 8C LL 0.0 PSF CA -ENG PBC CNC iT�T�TF O AZ%LT LIED TIO: MOs sls IN COY)ORIIASCC 1119 m: OI FABSICAlIH6. RAFOL110. s1IPPING, NO, I � iJ GRACING OF TtRsus. IRIS MIEN CWOM 91's APnICARt FROVISIO.S GF US (RATIONAL OtslOr �' b T * TOT . LD . 36.0 PSF SEQ(V - 28340 fPTCNTECATip ►PNLISHEA GY INE AR[11RIC" FOREST US PAPER AUMAT10N1 ANO TPI. AL1ERE COMICfOA1 at "St OF IOU ASTII "11 Gil" CLT. S$ttl. CKM AS 1OTID. APIIT COMICTOts To ARD IRIS' OTNRYISE LOCAT40 ON THIS OIStG. POSIIIUH COIRECIORS PER OUR. FAC. 1.25 FROM MC �11►7NJ E4to FLU OF TIM. 0.ANIROS IN. IS. AM WO A4. A11 t9Ol11J$'f Slu a THIS = 1RO RP111AS all TO TGE 011(08 '�!1'p� CA��� SPACING 24.00 O Q O< Ta! TNOSS OIPICIFO RILE ARD SHALL HOT HE NfII EO UPON Uf AHY OTH[R GAT. Y -WALK IH RICK DENNY - T10 G1R TOP CHORD 2x4 FL #1 SOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CORNECTOR PLATES DESIG41ED FOR GREEN LUMBER PER ROS -91 TABLE 17.3.3. RECOMMENDED CONNECTION FOR 8.0.0 COMMON TRUSSES AT 24. O.C. FRAMIRG TO THE BOTTOM CHORD: SIMPSON LU24. SEE CATALOG C-PT95H-1 FOR NAILING SPECIFICATIONS. [UNLESS OTHERWISE SPECIFIED, SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM HEEL HEIGHT OF SUPPORTING GIRDER.] 4X4 (R) THIS ONG PREPARED FROM COHPU1tK IRPUT (LVAU5 d IJJKLX5LVN5) 5UOMI lltLP OT IXUJS nrX THIS GIRDER DESIGNED TO CARRY 06-00-00 TRUSSES FRAMING TO BOTTOM CHORD FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT FROM OTBER SIDE. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.o. RESEARCH REPORT 02949. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' o.c. IN ADDITION, A RIGID CEILING OR 20 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. I< 7-3-0 _1_ 7-3-0 ,1 14-6-0 Over 2 Supports 1 R-1313 W-3.5' R-1313 W-3.5' i to 4.8-0-0 Ru;j PLT TYP. AlDine TP1--95XR uesi n crlLerla: uec its. llDZ c.n - - - _11' O D 0 •smiicrtirli. mt.1..19 Soil NAMING IntAiiliiDQAn`AUACiU]. PrBLISKC Or Ii[IN(TRUSS PLATTE 9[SON. YI 63716[. FOR SAFITT ACTICtS PRIIR TO IIS1nUlE. 661 C,OIIOFFO OR.. SUITE 200. NL71 P[AfORNING TR(SE F16KTIONS. UNLESS OINLRNISC INDICA110. top CHORD SHALL BAR PRO►CNLT ATTACNCO ��el �/ TC LL TC DL 106.0 15. 0 PS PS o INE I Sf%K9UIAt PARELS, 00910" CNON9 SNAIL NAT[ A PROPERLY AITACNID RIGEO C111.196.�A ••EYPORTAml -• FOULS" 4 COPT 9r IRIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINETAED lNODOCIS. INC. S:.4I.L ROT 6E BESPONSIRLE Pot ANT Ot F1AtION FROM THIS OESIGH: ANY FAIIORE LO 661u THE TRUSSES 1N aRFoUtUCE VISA! TPI: a rADREut1t4C. RANOLIRG. SNIPOINy. INSTALIATION OI y s u3B/5 r BC IDL BC L L 5.0 0.0 PS P $ Z=TmTlqV, O tAAcIN6 at to MIS. TRIS OESI6t ansa r1TN AP#IICANIE PROVISIONS Or NRS (NAMRAL 6ISCGN SMOV ICATIOV POWS110 01 10t APERICAN FOREST AND #AMR ASSOCIATION) AND TPE. A01N1 COIUKCIORS ME WIDE OF 20" ASTN US3 0437 640. SEAL. EMPT AS 2070. AMY =11TORS TO 1401 facE a "USS. AM VXCSS WKWISE LKATED ON TRIS DCSJU. POSITION CONA TOxS Ott mI TES ONLT TO TN[ DESIGN0ANI OF r•4�TRISS�MI CO HCRI160 AND 160AAW 10A1.( NOIT GE EL1111*1 I 0 6PONAL ItIt ANY 1 *kSO * ESPN 63Pg1 � ,Pl,��y cIl� _ TOT. LD. 36.0 PS ff DUR . FAC . 1.25 SPACING 24.0" REF 8427--46390 DATE ' 03/25/97 D RW CAUSR427 97084018 CA -ENG PBC/CWC SEQN - 99796 FROM KC Q Y -WALK IN RICK DENNY - 1 TOP CHORD 2x4 FL #1 BOT CHORD 21(6 FL 02 WEBS 2x4 FL Standard CONNECTOR PLATES OESIGRED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. CONVENTIONAL FRAMING IS ROT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ERGINEER REGARDING CONVENTIONAL FRAMING. NOTE: REACTIONS R 8 R3 ARE FOR p7 CALIFORNIA HIP AND 43 CALIFORNIA HIP RESPECTIVELY. 4X40 4X6m B� 4X4 (At) ® 2-7-4 -0-0 4X6- 1.5X4111 0-9.0 sy 3-10-8 1 2-1-8.J —6-0-0 Over 2 Supports ---q R-1466 W-3.5' R-1196 W -1.S' _.._ __–_.__– –..�.. __......–�.. .-.....� .. ....... . w•u�uc •..0 e.• �..e uer en ev V.I.— — -L ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF F.C.B.O. RESEARCH REPORT #2949. #1 HIP DESIGNED TO SUPPORT 3-10-8 JACKS WITH NO WEBS TO ONE FACE. OPPOSITE FACE TO SUPPORT 20-0-0 SPANS FRAMING TO THE BOTTOM CHORD. RECOMMENDED CONNECTION FOR 20-0-0 COMMON TRUSSES AT 24. O.C. FRAMING TO THE BOTTOM CHORD: SIHPSON LUS26. SEE CATALOG C-PT9511-1 FOR NAILING SPECIFICATIONS. [UNLESS OTHERWISE SPECIFIED, SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AHD MINIMUM HEEL HEIGHT OF SUPPORTING GIRDER.] IN LIEU OF RIGID SHEATHING: TOP CHORD AND FLAT TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24' o.c. AND 24' RESPECTIVELY. IN ADDITION. A RIGID CEILING OR 2X4 #3 Ii.f. OR SETIER CONTINUOUS LATERAL BRACING SPACED 0 72' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Q Q Q Q fr YARAIM" N..?it3 LN— L.�... ...ww.aw....... w.a.... ... . ... �. . IRACIIG- ns1R u.1B-PI (OINLERG 1ISIALLING AID Daum. PURIS.Co sr IPF (I10SS Putt 1K/1TO11. SSS I'OBOF10 OR.. SATE 200. MISON. v1 N1,/[I). FOR SAFCTY FA ACT]"$ U106 TO 1tONI PEfRO NILST t�NCTIOIS. OR1SS OTUERVISE I.OICATCO. TOP CROAD SAKI NAVC PIOPtALY ATTACHED rr------�1 STROCTORAL >'AlItS. NOTTCN CHORD SHALL HAIL A KUPERLY ATTACIEO RIWO CICC110. 0 "IHPOITAHI•. FURNISR A COPY OF TRIS DISCOH TO TI1 INSTALLAY101 UA RACT01. ALPINE EAGINECRED 4 r tRDOUT. INC. SHALL INT 9C RESPONSIBLE FOR ANY KIIIA110I FOOS TRIS OETIW': ANT FAILOAE TO A T T�T�T O -A IOCLO INC EA ISSIS IN CM0RHANCF KITH TP1: 06 FAO61CANIM 6110EING. SH10FIES. IHSTAIIATION 01 ; M C43�51 PIN IRACCNG OF MS S. THIS OLS16I COIFORM BITN AFRICAN[ PsollU0NS OF WS 40ANMFAL DISUN 6 97 SP[CFF KA1100 POSLTSHID BY IKL U*RLCAI F04M AIB PAPER ASSKUTFOIp AIS TPI. ACPIAF IT �' USS COMC90" Lit HAOE OF 10H ASM AM 6tlF GAIV. SIM. EICEvt AS .0TC0. APPLY CONVICT®S TO U J EwlFAa OF TIPss. AND Miss 01012HISE LOEA"D Om Tal$ HUG& POSITIOS LVONICTou KtCIVI< NA11Ws U0. uo "0* A -F. A.'UPON 0B IRS 0Rbn=10,APPuts onY To 1H[ GE s1W r£OF CI► OF IRE INBSS OCPI RCO HERE ANI SHALL ROT NE RCLIEO UN ER l.Y OTHER VAI. T\\ f+ Tmc A "'PKK � aie-.si5-irt REF R427--46391 DATE 03/25/97 D R W CAUSR427 97084019 CA -ENG PBC/CWC SEON - 99802 FROM MC 4 1'C LL 16.0 PSF TC DL 15.0 PSF BC DL 5.0 PSF so BC LL 0.0 PSF * TOT.LD. 36.0 PSF OUR.FAC. 1.25 SPACING 24.0w aie-.si5-irt REF R427--46391 DATE 03/25/97 D R W CAUSR427 97084019 CA -ENG PBC/CWC SEON - 99802 FROM MC 4 DENNY-WALK TOP CHORD 2x4 FL #1 BOT CHORD 2x4 FL $1 WEBS 2x4 FL Standard CORNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING ORLY. 00 HOT USE WITH PLASTER CEILING. (A)BExEOUALLYHEM-FIR SPACEOATTACH R BETTER CWIITTHN121 8d LATERAL RAI S.GRACING BRACINGO MATERIAL TO BE SUPPLIED AND SUITABLE SUPPORT BY ERECTION NOTE: BC CHECKED FOR 10 IfSI' ADD ACCORDANCE WITH TABLE JG•B-SPEC THIS DUG PREPARED FROM COMPUTER INPUT (LOADS a ULntnbEUrral JMUMLOIU/ DT mu44 nrn CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 12949. . IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED C 24.00" o.c. IN ADDITION. A RIGID CEILING OR 2x4 ¢3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED ® 72.00' O.C. NUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 2.5X4,0 4X4 (A1) ts v0 2.5X4ft 10-7-9 B-0-0 8-0-0 8-0-0 J 16-0-0 Over 2 Supports R-558 R-635 N-3.5' W-3.5' `T -1Z P TYP. Al ine TPI -95 Dell n Criteria: UBC 18.1b CAI-/11-/-/-/FScale -.250/Ft. C] D E] rI OWING. ttrit iota» �IRta�irD INS AMIE AND Hamm. iwLiSIVED IT VI l�41ROSS r1ATTE TC Ll 16.0 PSF REF R427--46389 0 � vERFoiaiic recSr FLIKI O S. T11LCSS OWAYISI IIDICASIV STOP CMU SRAU3719). FUR T11AIE9AOPIRLY ATTICES TIIACHI0 d TC DL 15.0 PSF DATE 03/25197 O STRSCTURAL ►MELS. BOTTOM C110RD UALt HAVE A PROPERLY AITACHED RIGID CIII.M. COVFtAGI011. AlP111E E11GIREILCD ^ BC OL 5.0 p P$F DRII CAUSR4i7 9708x017 •"IHPORFAVI•• F011VISB A COPT OF TH12 OCT1G0 FY TSE [:STAIIAIlP11 D1TIATERR 11011 nIS DISEGR: AAT FAIL:AE Io II PUODCIS. uC. SrALL ROT FE u SPORSER C FOR ART eDlw IRT TROSSES I11 CORFORFARCE PITH TPI; OR FADREUTpG. 1141101.106. SSIPPIRS. IRSTAIIATIOR 02 �,u3tts BC LL 0.0 PSF CA -ENG PBC CWC ALPINE WACIRi of newts. [cls at$[" CORFOARs 1111 Aoi1 o11AL Deslr.11 t* 6Tp97 �► TOT . LD . 36.0 PSf SEAN - 99792 11KCIi1CAllp ►VRLESTED Of TIQ AWRICAR FOREST AND PAM ASSOCIA1EOVp AN# IPE. ALPINE * TRUSSEAtR CARAt"GIS ARE um Of INA ASTIt A69T GRSI oAL1. SnIL. ALOFT AS AOtCO. A►PLT COretC1R5 TO F4Ct K iLUSS. ARD T16CILE 1: Gt11awISI 1.RUTra a I.Is eE=ED.. PosIT10O tOMEG[ORS PER 011tT 10 T0[ DCSIGA S ! �s Ar (o ��4/f DUR. FAC. 1.25 FROM MIC L c cl � .f Is[ TTROSS�CE/tQCO RCAF A90 SMALL "I HE RCLI 0 OFOR to An Otm RAYa Cl�j $PAC i aG 24.-00 Ln -WALK IN RICK DENNY - T13 TOP CHORD 2x4 FL #1 BOT CHORD 2X4 FL #1 MESS 20 FL Standard CORRECTOR PLATES DESIGNED FOR GREEN LUMBER PER HOS-91 TABLE 7.3.3. CONNECTOR PLATES MUST BE INSTALLED IH ACCORDA14CE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. 4x4 - TRIS OMG PREPARED FROM COMPUTER tHPUT (LOADS A DIMENSIONS) SUSHITTED BY TRUSS MFR NOTE: SC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE KITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). 1N LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.000 o.c. IN ADDITION. A RIGID CEILING OR 20 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. X9-0 L 6-0-0 1 6-0-0 _1 12-0-0 Over 2 Supports R-478 H-3.5' R-479 5-3.5' 1'77\R ■u. uuv WAQNINOA• :ARSSIS RE071RE 111110E CARE 1R fARR[CAT Idi, 11AOt1NG. sll[YP1RO, IMA-LLEID ARD 0RACING. REr[0 10 RID -91 (YAIOLIIG 1111tALI1NG AND OUCINOI, POSL[INID 01 TPI (TROSS PLATF INSI ITO It. SRS O'OROFIO DO.. SUITE 100, NADISO11. 91 61119). FOR SAFETY PRACTICES PRIOR TO PERFstRIOG TNM FORCIIONS. MISS OTRENYISI INOICAIED. TOP CHORD SNAIL NAVE PROPERLY AETACRID STROCTOPIL PANELS. 001T0N CHORD SNAIL NAVE A PROPIRII ATTACT110 RIGID C11t ING. 'IMPORTANT-- FURAISH A COPY OF THIS OE1341 TO IRE INSTAL(ATION CONTRACTCA. ALPINE E00111E9E0 PRCOOCCS. INC. SHALL CDT 01 REIVON11811 FOR ANY O1YIATION FROM 11191 DESIGN: ANY FAILURE 10 SU910 Cur IRUSSIS 14 CONFOUANCE NITS IPI: 01 FABRICATING, RANDIINR. S99FPIN0, INSTALtA.11011 OR DUCING OF TRUSSES. TRIS NSIGN CORFOLNS NITS AOPLICABLE #AOTISIQU OF NDS (NATIONAL OCSIRN S9 EcIrma loo "%3 SRFO Or TILE AKRIUR FOREST AND PAPIR ASSOCIATION) ANG IPE. ALPINE COINECrOts ARE RAD[ Of to" ASTM Aha 4917 Our. 31E1L. CXWT AS 46110. APTLY cORncraas t0 EAcs CAU OF TROTS. All Gnus 011116111( LOUTED De TRIS 0010. POU1108 COIRICIORS PER PUKING$ 330. ISD AND 360 A -r. a IHGMER'S Stu 06 YOU DNANIIG APPLltS GILT TO INE DISCOS M CNF IAUIS DtPICTEO 11ER1 AND SRAIX NOr RE RELIED 1100 IN ur OTHER WAY. "if--o-D T \'3 7TL ry ROVED DZ LAI -111 -1 -1 -Ir TC LL 16.0 PSF 41 OiOyc� TC DL 15.0 PSF BC DL 5.0 PSF 4�g r BC LL 0.0 PSF Em. 60"1 O .i.D. 36.0 PSF cri DUR . FAC. 1.25 ���' of CA � SPACING 24.00 o q7G° REF R427--46385 DATE 03/25/97 DRW CAUSR427 97054014 CA -ENG POC/CWC SEON - 99752 FROM MC -WK IN RICK OE TOP CHORD 2x4 FL #1 DOT CHORD 2x6 FL #2 HESS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER RDS -91 TABLE 7.3.3. RECOMMERDED CONNECTION FOR 16-0-0 COMMON TRUSSES AT 24' O.C. FRAMING TO THE BOTTOM CHORD: SIHPSON LUS26. SEE CATALOG C-PT95H-1 FOR NAILING SPECIFICATIONS. (UNLESS OTHERWISE SPECIFIED. SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIKM HEEL HEIGHT OF SUPPORTING GIRDER.] HE 4X6(R) M THIS DNG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR THIS GIRDER DESIGNED TO CARRY 16-00.00 TRUSSES FRAMING TO BOTTOM CHORD FROM ONE SIOE AND 02-00-00 FRAMING TC/BC SPLIT FROM OTHER SIDE. CORRECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT QZ949. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED (4 24.00' c -c. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 0-9-0 L 6-0-0 0.1_ 6-0-0 -1 12-0-0 Over 2 Supports "9. I R-1959 W-3.5' B3) e R-1959 W-3.5' RRAtIRR. Of/(R TO BIR •Nl (NUKING 1NSIASLINO AND GtACINGI. FO USHEO If TPI (IROSS PLATE USLITOTc. N3 D,OIOF10 NR.. S1IIIt TOO, M4DISON, Vt S1719). FOR SAI(TT ►tACTICIS PRIOR TO KNiORR1AG TRISE FUHCIIORS. UNLESS OTRERVItE IID ICAT10, TOP CUM SULt RACE PAOPIALT ATIACBtO SIROCf/UA PAIIti. 110110H CHORD SHAU DATE A PROPER(Y ATf4CHIC RIGID CIILIRO. •IHPORfAMT-- FURBISH A COPY OF HITS O(StOt 10 RE LISTAILATION CONTRACTOR. ALPINC INGINEEIEO PRODUCTS. INC. SHALL NOT Of RESPOYSIBI( FOR ANY OtffATTOR FUN THIS OISIGN: AIf FAILOU 10 RlIlO Tot TRUSSES IN CONFORIaBCC VIte TPI: 00 FAGtICATIAG. MANNING. SVJPPIIW. I41TAL4ATION QI tb.C4W5 YAtIIS OF towns. Ibis out" CONFORMS PITO 4001 ECAOU M03SIONS OF In IRIu1"AL OESt" S►ECIFIC4TION ►DBLISBIN OT for AIERtCAR FORST AIBP 04M ASSOCIATION) AND TPE. PSPIRt * tip.G" ASA6 CONNECTOR$ ARI KIM OF TOI AOS] GW OAU. OA. StIrL. (ICTPT AS BUYER. APPgT CONNECTORS TO CALK FAC( 011"s - INKS- ACR %moss OtUENI RSC LOCATED 41 TRE$ OESIGO. POSITION COWICIOAS 9ER �r OR4RIOGS NTD. TSO 4110 IN. IT A/ w"W'S SEA, OR TONS DRYIENR APPt1Et Doti TO Tot DESIGN �f of Ca� 7)\A BUTT t +'�, �►`4'' V APjD ,D GAf-ILI-1-I-Ir TC LL 16.0 PSF TC DL 15.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LO. 36.0 PSF DUR.FAC. 1.25 SPACING 24.0" REF R427--46386 DATE 03/25/97 D RW CAUSR427 97084015 CA -ENG PBC/CWC SEQN' - 99756 FROM MC w, U LD -WALK IN RICK DENNY - T15 TERM H TOP CHORD 2x4 FL #1 BOT CHORD 2x4 FL 01 WEBS 2X6 FL #2 CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER RDS -91 TABLE 7.3.3. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF 1.C.8.0. RESEARCH REPORT #2949. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVEHTIORAL FRAMING. 1 298 4,1Xjrf 4 - 0-9.0 POID 1 4-0-0 1_ 4-0-0 I ��---8-0-0 Over 2 Supports----� R-523 M-3.5" 0 0 0 C O 0 0 o ALPINE TRuss 0 o = o R-524 W-3.5" THIS D114 PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS HER **"LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR"* THIS TERMINAL GIRDER WITH 4-0-0 SETBACK IS DESIGNED TO SUPPORT TWO CONVENT10KALLY FRAMED HIP RAFTERS FRAMING TO THE TOP CHORD AND 4-0-0 CONVENTIONAL FRAMING TO THE BOTTOM CHORD. IN ADDITION THE OPPOSITE FACE SUPPORTS (FROM LEFT TO RIGHT) 2-0-0 Of LOAD SPLIT T.C./B.C. THE DESIGN Of ALL CORNECTIONS IS THE RESPONSIBILITY OF THE BUILDING DESIGNER EXCEPT AS NOTED. CONCENTRATED LOAD FROM EACH HIP RAFTER IS 149,#. IR LIEU Of RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00' O.C. IN ADDITION, A RIGID CEILING OR 20 63 N.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED ® 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. -e-0-0 ' NURIV. lavisES REO9IAE t%TKK CARE 11 FAPRIC►t101: IANDLIIO:. SHInU3. IHSIALI INS AND namG. REFER TO NIP. 9t (HASOLIRG EYSTAU IAG NO RRACIr)./001,1291/) ST IPt (TRUSS PLATE IR ifITUIC. S03 WONOFIO OH.. 301TE 71)0. HADISON. 91 631191. FOIL SAFETY POACIICEs 1NI0R TN ttR1 CBII106 THISL FUNCTIONS. UNLISS OTNIANISE INDICATIO. 70P took* SHALL HAVI PROPERLT 1,T TACH% SIROCILaAt ►AXILS. P0310N CHORD SNAIL HAVE A PROP1tLY ATTACNEO RIGID CICt1NG. .[WORTANT�" FUR]1SN A C079 OF THIS DISIGN TO THE INSTALLATION CONTRACTOR. AL11It LKGIN[ERID PRODUCTS. INC. SVU L COT 91 RESIONSIOU FCLt ANT OEVIATEON FROM TRIS DESIGN: ANY FAILUOI TO IMP THE MUSSES IN (ONFOIHAICI NITS TPE: OR (AOPICAEIHG. RAMIRO. SHIPPING. INSTALLATION 00 MACIM. d IMUS. THIS "$in CN3FORPIS RITN APPLICADLE 9AITISIDR2 CF NO2 INAIJONAL DESIGN "ECEPJCA#lN POI LISXE9 HV TK AEQICAN FOKSV AAO PAPER ASSOCIAIIINI AA0 T►I. ALPINE CONNECTORS In NMI OF tOGA ASIS Ais10R31 FJ1,1V. STEXL. EtCE9T AS MORD. APPLY COOICTOGS TO IAL• FACE OF IANSS. AND UBIESS OTNtARISE Ws to OI T133 K540. PWTION COMOM MR IRptt'S tID. 350 AND 360 A -F. AN FNG1EEtR'S SEN ON THIS MAYEM MPLITS DELT TO IN DtSIN TIS Qq r'-- [_�LQT �" "W7 IZ GA - 1 - - TC LL 16.0 PSF TC DL 15.0 PSF BC DL 5.0 PSF e.0 S BC LL 0.0 PSF 6�9T TOT.LD. 36.0 PSF DUR.FAC. 1.25 glyri. or 01 SPACING 24.0" ._375• REF 8427--46383 DATE 03/25/97 DR W CAUSR427 97084012 CA -ENG PBC/CWC SEON - 99748 FROM MC t -WALK IN RICK DENNY - T16 TOP CHORD 2x4 FL #1 OOT CHORD 2x4 FL #1 WEBS 20 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER HOS-92 TABLE 7.3.3. RECOMMENDED CONNECTION FOR 6-0-0 COMMON TRUSSES AT 24' O.C. FRAMING TO THE BOTTOM CHORD: SIMPSDH LU24. SEE CATALOG C-PT95H-1 FOR NAILIRG SPECIFICATIONS. [UNLESS OTHERWISE SPECIFIED. SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND HININU14 HEEL HEIGHT OF SUPPORTING GIROER.] 4X4 - THIS ONG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR THIS GIRDER DESIGNED TD CARRY 06-00-00 TRUSSES FRAMING TO BOTTOM CHORD FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT FROM OTHER SIDE. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF 1.C.B.O. RESEARCH REPORT 12949. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00" o.c. IN ADDITION. A RIGID CEILING OR 2x4 $3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. +8-0-0 T�t,o 0 9 0 RAID moo' 4-0-0 1 4-0-0 ----8-0-0 Over 2 Supports-----� R-601 W-3.5' R-601 W-3.5' LT T P Alpine TPI -95 D n Cr t iaffii: U8C 8 CA/ -/11-/-/-/F ] —.375"/Ft. O 0 O Alm.1b2 Nucr s. stro To aleEitt (IAMIKO laatuuRa AlAO NRACiRRN1. PPUBIit�e by "I 0203s�PLAtt FOR urclr FRAtunts PRIOR To p�� T(�` - -46364 TC LL 16.0 PSF REF R4203/25/97 03 2 5 97 0 IASTIIOTC. 6a7 D•OSOFIO M. SUIIt zoo. MAOTIOR, v1 6mN). PERTOallso I"m h4K11645. Onus O1StaaISE 710tCATCO, TOP CAmRO SDRLL HA11I PBOPERLT LTTALM "iAA� TC DL 15.0 PSF DATE O STauclon t netts, aOTTRM CRORO SRLLL RAST A noslatr ATIACRIO RIGID tICLING• Tot LRSTA4EAIION CONTRACLOR. ALPINE 1110INEEaED BC DL 5.0 PSF DRW CAUSR427 97084013 ^ -1tfostyaT'• FURNISH A COPT Or TA35 DESIGN TO pRODUCIS. INC. SNAIL 1FOI 1E RLSPORSINIE FOR ART DEVIATION FROM THIS DISIGN: ANY FAILURE TO SNIPPIRO. IRSFALL4TION 04 a St r A BC LL 0.0 PSF CA -ERG PBC CWC lJ /� T� /(-�� • RIILD Tat TRUSSES 1N CDRFORNARCE VITO 7PI: GR FABRICATING. RAI®lIRO. WRAC IRa OF tRGSSE.s. IRIS Dtl161 COrcaxs NIIR APP41CAalE FROVIS10R5 OF 605 IIIAIIOM DISIOR 697 * �' TOT. LD. 36.0 PSF SEON - 99196 IKCIFiGVION NK1SNCC IT TQ M449CM FOREST ARD PAKR ASSOCIATIoIEI AID TPI. ALPINE COwCI4tS ARE 001 IF tACA ASTIR AM COW aur. SUlt- 19x►T AS "Olta- "My t"=' To To * � D[Jjt, FAC . 1.25 FROM MC TRUSS 1 lJ Dona i ot; '�1NnIi` �N �1wi�` i�.mTati`sDRAYIRR VPLt., ONLY TO TIRE Otsm �� O � C O Lam. OF lNi TRUSS OSPICIFO aLat ARO Sitlll NOT aL RFLIW UPON /f ART O1R[R 9AY. "C (IF SPAC I NG 24.0" 0) to Y -'WALK IN RICK DENNY - T17 COFF TOP CHORD 2x4 Fl #1 SOT CHORD 20 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREER LUMBER PER MOS -91 TABLE 7.3.3. 4X 4- THIS DUG PREPARED FROM COMPUTER IRPUT (LUAUS a UIntRJIARbJ auDviIIILu a 1nu— nrn CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE KITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. NOTE: SC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). IN LIEU OF RIGID SHEATUING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00' O.C. IN ADDITION, A RIGID CEILING OR 2x4 03 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 3-0-7 X4 M +8-0.0 4�91° 7-0-0 7-0- 4-0-0 6-0-0 4-0-0 �I 14-0-0 Over 2 Supports I R-550 M-3.5' R-550 w-3.5• - ••YLLORG•• 1NOSSCI AtOatE 111AIRI GNI: 10 FAII(C47100. $101(100. MPOIRG. INSTALLING 00 Q DIACID, Auto To NIO.OI (HANDLING 1N3TAU NIG ANO ORAt1OCI. FUL(SICO Of TPI 0AISS PLATE 0 O "1NSIIIFI(. 501 D'0VOF10 11I.. Wilt ICO. RAOISOR. NI 11110). rat Sam tRKTIC[S FRIOR To HOINIAi TNISE FOKIISSS. UTUSS OU(OYES[ INDICAlts. TOF CHUD $rat RAR IAORMT ATUCHIO wl. O 511;KIna IANW. notion CRORO SHALL RATE A PROPERii MIAMI) R10IO CIMINO. ••]R►ORTAtT•• FORN(SN A COPT OF 11113 4111SIU TO TIM INSIALLAFIOR CONIAACTON. AIPINf EIGIACILIO P16OFcrS. INC. SNUL FST Nr RtSPONi(OLC TOR An DITI1lTI0Y IRON THIS DESIGN: ALIT FAIMAE 10 A D"INE" O0[l0 iii Ilan" 11 WFoLOAM YRN TIT: OR FAROSCATINO. GAMING, SOMING. InSTA"ATION OR x *, 4384S Z(- SW:n of TRDSStS. Tac Ru[a CONFORMS NIi11 AtntCAKC MMIS[005 OF IDS (NAIMILL ot3tb0ww 9tC IF[CATIIt MLIS0f0 NT TNA A ICAA TUEST ANO TAPIR ASSOCEAT1001 AND TP1. AIFtAf * �' pTacro" ARI RAGE OF IKA ASi11 IOSl OWl OKI. tuft. ECCAPT AS ROT10. AMY 4MltttaS TocICN FAC[ OF ROSS. AA7 GUESS OIRERVESE LOCATED OR TOS 01110. POSI1101 COINEL. N1 PCN I----1 DNWIRGS 110. 130 LRD TGo I -F. An Oal0EC0'S All ON IRIS ORWINU 01LtE5 OAII TO III DISIGN 0 1...__ -'A! QFL•1L�^' O O I oa tt LOSS otPKTEO HER[ A.0 Am Rot Of K4,110 UPON TA Mir OTRII NAT. T i1 Ty AP r CD �e CAI-11.I.I-1-/r TC LL 16.0 PSF TC OL 15.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 36.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale-.3750/Ft.-- REF R427--46405 DATE 03/25/97 DRW CAUSR427 97084027 CA -ENG PBC/CWC SEAN - 99918 FROM MC Ln Q� I]1 Y -WALK IN RICK DEN—NY - TOP CHORD 2x4 FL B1 BOT CHORD 2x4 FL 91 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER HOS-91 TABLE 7.3-3. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDAKCE BITE TABLE 16.8 -SPECIAL LOADS (1994 UBC). (K) 214 FL BLOCK TO THE TOP CHORD WITH! 2X41BLOCK. FULL ALPINEPLI ATES 0 24C0c. THROUGHOUT PLUS PEEL PLATES AS SHOWN. NOTE: THIS GABLE TRUSS IS DESIGNED TO BE -USED ON AN ENCLOSED BUILDING AND HAS 24' OUTLODKERS. GABLE FACE TO SUPPORT FILL LOAD NOT TO EXCEED 10 PSF (STUCCO). WHO 3X6(R) N 6X4m (K) 4X44 (A) 8 r (A) (A) 2.5X4 (A) 5X1292 T 1-0-4 —) 4.64 i 3X4- 6 8E 1.5X4 D 2X3= eorn.nrn tuna rnvoirrFH INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR (A) 1X4 #3 HEi1-FIR OR BETTER CONT114UOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IH ACCORDANCE BITE THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/Olt SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED a 24.00' o.c. IN ADDITION. A RIGID CEILING OR 2x4 /3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED iS 72.00` o.c. HOST BE PROPERLY ATTACHED TO IIIE B0170H CHORD. (K) 1.5X4 m 3X4 5x14®�\ [� ]0.39 L_ 1.5X412 8-1-12---� _ _ 9-1 8-0-0 1 4-0-0 6-0-0 4-0-0 22-0-0 over -3 Supports J R-293 W-3.5' R-2445 W-3.5' R-461 N-3.5' T�.LO-8-0 2� 4 +9-0-0 �} t;jam PLT TYP. AlDine TPI -95 R Des9 n Cr4ter a: USC TRISus KOBU! (nlltlE CAN( IR FAEIRIGIIOI. HAIOLINN. so I1S1ul1IG Am 8.1b2 CA - 1 TC TC LL - - - 16.0 PSF Scale -.260/Ft. REF R427--46411 E� YARIIItG•• IRACIIG. 1EFIR "09.91 (HAIOLIFI t"TALL06 AND 1124 11110. AustlsFlo LTT IPI (auss PtlT( IRSI1r1TE. $RI) O'aNOF1/ Co.. SUITE LOM. K1011014. Y1 53119), FOR SAFEII FNACIICCS PRIOR TO N"l F y� TC DL I5.0 PSF DATE 03 25 97 Q Q NtuatN1N0 tUEst AOAUT(ONS. ONLISS OTNftHISI I1OIC47(9. TOP C11O19 SNAIL HAII POMILT ATFACH10 Bot ION CUM SMALL HAZE A PRO;tLY ATTAUEO ItItI0 CULISO. H �A y BC DL 5.0 PSF DRUJ CJIUSR427 97084047 0 STRUCTUlAI fARCES. N)UPONTARI•• FURNISH A CONI OF THIS 0ES161 To THE IRSIALLATf01 CONTNACt9t. "?IPA EIG1NIKEO HOTIS. I1C. SHALL NOF 9/ RESPOISIIIL FOR ANY YCIIATEON FRON THIS RESEW ARY FAILCIE tO Olt r � e" g g C L L 0.0 PSF CA -ENG PBC CWC Q �iiT%TT� rM suit IRE n9SSES t1 COEFORMUCE WITH ENE: OI FAIWATIRG, H"XIRG. SNIPPING. INSTAtl A7LOR THIS DESIGR (ols�+ls WITH APP(1F� tt PHonslOHS or s;s (UIIML OESIGN 63Dg1 !t �' TOTAD. 36.0 PSF SEAN - 99932 9RAC1>a IF TRUSSES. 9ICIfIGFtRN 111W51 I NY THI "MR [CAN FdtsT A[► NAM ASSOCIATIII) ARO IPI. AIPfil CGIHCT0,11 VA NAGE OF 19" ASTM Aou 9211 "Ll. Stott. (KEPI AS IOTE9. 1DPtY COgtlrttmf t0 * C11 Q' D UR . fAC . 1.25 y FROM MC TRUSS �tAGS ISO ORRttooA� oTANISC AR EIRIIIIEa*E; SEAL as THIsoOnVifc iPPLICSMy TOOUEd Orates �T�l�'0Ft61�4��� SPACING 24.0" ED 0 O 130. OF TIt TRUSS Otf ICT(& 1LtC AND SNAIL YOT OE 0. LEI OION 10 AIR OTHER WAY. (n(n 41 _(DENNY-WALK IN RICK DENNY - T19 SPEC COM TOP CHORD 2x4 FL #1 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR ANDIOR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED OURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CDIINECTOR PLATES 0£SIGHED FOR GREEN LUMBER PER ROS -91 TABLE 7.3.3. 4X4,0 s 2.5X40 T 1--4--7 _4 1.5X4 U 3X4 - 4X4 (A) THIS ONS PREPARED FROM COMPUTER INPUI (LUAUS i UltltHSIUIIS) SU0nL+ftU Of muga nrn (Al 1x4 03 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d BAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ERDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES 14UST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 36 -6 -SPECIAL LOADS (1994 UBC). IN LIEU OF RIGID SHEATHING: 4X4® TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 8 24.00" o.c. IN ADDITION. A RIGID CEILING OR 2x4 $3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00" o.C. MUST at PROPERLY ATTACHED TO T11E BOTTOM CHORD. _1 4.64 6X8vs 5X8m 2X3- 8 4X4® 2.6X4® 5X6NL_ V 1 1. SX4 N -0-0 8-0-0 4-0-0 1 6-0-0 4-0-0 22-0-0 Over 3 Supports R-216 41-3.5" R-988 W-3.5' R-473 W-3.5" i°\ 3-0-7 �_0_0 T TYP. Al ine TPI -95 R e n Cr ria: UBC 8.1b2 CA - 1 - - - f Scale-. 5" Ft. Q 0 o ALPMo �j il TRUSS 0 0 © c •wadXjSHs Tnas(s 2(OYIR[ IMISE Cu[ n FAptunal. HA+9LIq. SBI►PINNS. 11112110111.190 10 BRACT/C. Nita TO 11/•91 Wold P. tNSTAll1HG AND "ACING). NQUIRIP BY 1P1 LT/DSS PLATE lust IME. 903 D'OSOFIO OR.. SUIT( t/0. NAOIS0l. Nl 93119). F41 SAF[TY PRACTICES PRIOR 10 P[RFeamIN6 THESE F9/CTIO/S. MISS OTRIR&ISE INDICATEO. TOP 00020 $NALL SAYE PROPLRLY ATTACHED STRrCTUALL PWtS. 60,1109 CHM SHELL WAVE A FROP/RLT ATTACIKO 21911 CIELIH6�A -•1MPCNITANT•• FMISH A COPY OF THIS Ot9106 TO THE )ASIALLATION CONT/1CTOl. WERE 1NOIN[IRlD PRO04T. 1Nc. SRAlt NOT /E 2Is►oislelt roR ART OETIl1&ON FROM THIS DtSIGI: MT FAllu2! TO Boll/ LRE It2ISIS 11 CON►ORNARU VITO 1►1: 02 FAR/1CATIND. NANDA/D. SHIPPINn. 1/SIALLATION RR 9RUING OF TRUSUS. Tu: &Esta C/+FOI+a NIT/ APPIICA/LE FROIISLORS OF RDs (RATIOM DISH SPKIFICA/10s 1u/t3fNCO NY TRE M UICAN FOUJI ARD PAPER AMIATI" ARD TPI. Atll/C CNKCIRNS A&t x"I of :SGA RUN An% CAN DUO. snn. WENT At NOTED. APPLY unaXIORS TO ,licalm.�isnsi/2A1iav� Da/EN;11Rti S SEAtlp �O/�IHIf02Wlq A)Pri11STAN COINYtT& TRCTORS EO(S7O11 '0 OF INC T225S 0!P[C1U HERE ARD 11LL ROT at RII IEo OPOR // ART oTRE1 /M. y y� y = * � 61 1 * �',I� OF CtL`,to��! TC LL 16.0 PSF TC DL 15.0 PSF BC DL 5 U PSF . BC LL 0.0 PSF TOT. LD . 36.0 PSF REF 8427--46408 DATE 03/25/97 DRW CAUSR421 97084028 CA -ENG POC/CWC SEON - 99915 FROM MC SPACING. MON -WALK IN RICK DENNY - T20 70P CHORD 2x4 FL 01 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard (CONNECTOR PLATES DESIGNED FOR GREER LUMBER PER NOS -41 TABLE 7.3.3. LEFT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. B-4-7 31 1. 4X4 (R) M 0-9.0 1 3-0-0 _I_ 11-0-0 101 1 4-0-0 '1 6-0-0 �1 4-0-0 �--- 14-0-0 Over 2 Supports ---1 R-503 W-3.5' R-552 W-3.5' 1.114 v"u rncrnncv rnvn OVfIfYIC.. I—. Ll... •+, (A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH }KITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIRE14ENTS OF I.C.B.O. RESEARCH REPORT #2949. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00" o.c. IR ADDITION, A RIGID CEILING OR 20 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. �w T 3-0-7 9-0-0 �T`�'� ��'► w ��TY PLT TVP. Al Ine TPI -95 R Desi n Criteria: UBC 8.11)CA =T" 1 -° A i� V ..'.. " Q O O O O O ED ALPIl�IE o �u1CC Tl\��T—.7-1J( •�pu�a1EE'a ro aEo Olil{YWL[I!p IRfTCal ALl[If0 1E11DCBTtK1p6j.P0al[SpCO BY�iPllp(1tUSStPIAiE IASTLrvTL. S/s a oKOFEo DR.. SUITE top. 6ADISON. VI 1o1LP). FOR SAF(IT #AACTIUS IRIOa TO P(RFORMiNG TI(SE FOKCf10N$. IRLLSS OTKERVSSC INDICATED, TIP CHORD SIAL( HAFI PROPERLY Af1ACmm SIRIKTIOAL PULLS. VOTIOR CHORD SHALL HATI A PAO►(RAY ATTACIED RIM CI(LIER. ••FKPBRTAHT•• FDRRISH A COPT OF THIS DESIGN TO TRE IRSTALLAIIOH CONTRACTOR. Will CAOINIEREO PAODUC I$. INC. SHALL ROT BI IESPONSIOU FOR ANT DINIATION FRCM THIS 0151011: A1Y FALIPRE TO IDILD THE T VSSES IN OONSDmjNCE ntM TPI. CO FASRICATIRO. IAIID0141. SKIPPIIG. IASTI(LAf101 011 MACFAC OF TRUSSES- 7115 MINE CONFORMS •ITR APPLICAM Pt011SIORS OF ADS MAII094 DEMO WECIFTcaTSM ►0!115610 PT TR( AMERICAN FORIST AND PAPER ASSOCEAUM Aa TPI. ASPSR CoESSICIen ARA HAD( OF IOU AS16 AG= CWT "LT. "CIL nCIPT AS NOTED. APPET COK/(CTO(S TO uulFNfi lu iu aE� ,Eoat ±� I �tLEROC•`sTnu opHialE o5iwi uP1119sON 'It'(10 � -MG11 ERE 1Rp Sf •P (P[CT(II NLA( ll N; SHAH ED, BI P[LEIO NPOR 11 An OiH(p KAT. H��E• SpA x .W.C43M5 r * tsA 6091 � 7f OF Cb �� TC LL 16.0 PSF TC DL 15.0 PSF BC DL 5 .0 PSF BC LL 0.0 PSF TOT. LD. 36.0 PSF REF R427--46410 DATE 03125/97 DRW CAUSR{27 91094029 CA -ENG PBC CWC SEAN - 99924 • FROM MC SPAC I N6 24?0 ° r� L0 -WALK IN RICK DENNY - T2 TOP CHORD 2x4 FL #1 BOT CHORD 2x10 FL SS WEBS 2x4 FL Standard :WI 2x6 FL 02: ;Rt Slider 2x6 FL #2: BLOCK LENGTH - 2.789' CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. ADDITIONAL LOADING (PER TRUSS MANUFACTURER) ----------------------------------------------------- SC - From 454 PLF at 0.00 to 454 PLF at 4.00 SC - From 607 PLF at 4.00 to 607 PLF at 14.00 RECOMMENDED CONNECTION FOR TRUSS #97084006 t #97084001 TRUSSES AT 24. O.C. FRAMING 70 THE BOTTOM CHORD: SIMPSON HUS26. SEE CATALOG C-PT9511-1 FOR NAILING SPECIFICATIONS. [UNLESS OTHERWISE SPECIFIED. SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM HEEL HEIGHT OF SUPPORTING GIRDER.) V 4X4(R) 11 THIS DVG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR 2 Complete Trusses Required RAILING SCHEDULE: (I0d_box_Tlails) TOP CHORD: 1 ROW 8 12' O.C. BOT CHORD: 1 ROW @ 3' O.C. WEBS : I ROW 0 4' o.c- USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REOUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. (2) SCABS RIGHT END. 2XIOX05-10-1S' FL SS ATTACH ONE SCAB TO EACH OUTER FACE OF CHORD WITH: 10d_box-falls 41 8' O.C., PLUS ADDITIONAL NAIL CLUSTERS AT: . BRG.: (6). HEEL: (11). Ist T.C. PANEL: (S). NOTE: DC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 OBC). 1N LIEU OF RIGID SHEATHING: TOP CIIORO TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00' o.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED ® 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MO. OAO— WAv— 5X141U - 3X4 I 3-0-0 1 11-0-0 _I 14-0-0 Over 2 Supports-----� R-4225 W-3.5' 0 9-4 + 2-2-9 R-4596 W-3.5' "T'2—\ BUTTE 00LIMPt APPROVED Obi PLT TYP. Alpine TPI -95 R Desi n Crtterta: UBC 18.1b2 CA - 1 - - - F Scale —.25q/Ft. -YANIING•• t1OssEs ttnO11I E9TNEM1 CAU I8 rABAICATION. NAMING, SN]Pr]NR. 1Rsutt180 AND TC LL 16.0 PSF REF R427--46414 99aao. REFtR TO °19.91 IRA10tIFIC INs1uuR9 AIm eNAa1RT. wslcs9co DY TPI 11901S PUTE t9ST TUTE. 60 VOW" DR.. SDUE zoo. MkOISON. V1 sans. FOR SUITT PRACTIC[S PRI01 To (V RM ED PIRYCIND TNISE FINCIIOOS. RINLISS OTBERYISE IROICATCO. TAP CHORD SNAL( DAVE FMIRLY AT TACHEO 47 SUKIUTAt rkmS. BOTTOM CRoto PUL RAF[ A PLUIRLY ASutN[0 91010 CIEt(NG. 0iO �� 7C DL 15 .0 PSF DATE 03/25/97 BC DL 5.0 PSF ORW CAUSR427 97084032 •-MMTAFT•• FRiISR A COPY or IBIS DESIGN TO T1[ L1STAt1ATIO1 CONIRACT09. ►tFINI ENG]IIItB[N VRDOUCTS. INC. SNAIL Not BE RESPONSIBLE pot ANY OMA1146 FROM THIS DESIGN: All FAILONE TO BC LL 0.0 PSF CA -ENG PBC CWC �TRZL L°RETNISSES IN COAFOIMANCI 9110 Trl: CA FABRICATING.1ANol]N0.1.]PSIND. 11STAWInor 09B9ACtN9OF T1DSS(S. IRIS DEUCH CGNFOLNs VITH APPLICABLE P10TIS[ONS AF NDS (UATIONAL OISIa9 t61D9T TOT.LD. 36.0 PSF SEQN - 99964 SKC;gFICATUN PUBLISNID BY THE AMERICAN JOKE St ARD PIPER ASSOC UT[OT) ANO TP{. AtPIN[ COM(CTO9S AR( KWE OF 20CA ASTM "13 CRIY CLLY. ST[TL. GSC(PT AS NOTED. APPLY CO°MCTC2S TDDUR.FAC. 1.25 FROM 1IC tan FAC[ AF 11951. AND O°U SS OTHERYISI LOCATED ON IRIS DESIGN. POSITION CONNECIORS VER 1 5 rl r.i Q L CRANITSS BIN. 160 AND ](o A•F. AN [9Gtli[A'S SEAL O° TRIS DURING APPLIES ONLY 90 THE DESIGN -. �%E Of C �U•�O� SPACING 24.0" ns ur TA95t OTPICTEo HERE AMD SHAIt_No, Of NELIIO UtDN 11 ANY OTHER NAT. -MALK IN RICK DENNY - T22 HIP TOP CHORD 20 FL 01 :T2 2x6 FL #2: BOT CHORD 2X6 FL SS WEBS 20 FL Standard :I?I. W9 2x4 FL 01: :Lt kedge 2X4 FL Standard::Rt Wedge 2x4 FL Standard: CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER HOS-91 TABLE 7.3.3. RECOMMENDED CAMBER 3/8- AT MIDSPAR BETWEEN BEARINGS. IN LIEU OF RIGID SHEA71HING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 1 24.00. O.C. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED a 72.00' o.C. MUST BE PROPERLY ATTACHED TO THE BDTTOM CHORD. RECOMMENDED CORNECIION FOR 24-0.0 COMMON TRUSSES AT 24' O.C. FRAMING TO ]HE II011-014 CHORD: SIMPSON LUS26. SEE CATALOG C-PY9511.1 FOR NAILING SPECIFICATIONS. (UNLESS OTHERWISE SPECIFIED. SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM HEEL HEIGHT OF SUPPORTING GIRDER.] 6X6 (C2) 4X6 (C2) 8X8® 7xssm 6x8- 1 7X8= HS514-6X4(R) Ib 3H THIS DUG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 2 Complete Trusses Required HAILING SCHEDULE: (10d—box—Rails) TOP CHORD: 1 ROW 8 12' O.C. BOT CHORD: 1 NOW a 4' O.C. REBS : 1 ROW 8 4' o.C. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH RON TO AVOID SPLITTING. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT ¢2949. NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION — 0.28 '. EXPECTED VERTICAL LIVE LOAD DEFLECTION - 0.27 01 HIP DESIGNED TO SUPPORT 3-9-0 JACKS WITH NO WEBS TO ONE FACE OPPOSITE FACE 1'0 24-0-0 SPANS FRAMING TO, THE BOTTOM CHORD. CORVEHTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE KANUFACTURER. NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. 7XRt3 8X8#0 6x6 (C2) 4X6(C2) �8-0-0 -T zi- 0-9.0 v0 I 3-9-0 I 16-6-0 _I_ 3-9-0 _I auTT-fE OCKTy 24-0-0 Over 2 Supports !owl� Gufu m: =.r`" p 9-r; -r 9-6424 W-3.5' R-6424 >a-3.5' ARV PLT TY i the H1 Stren th TP - 11esf Criteria: UBC 18.1b2 CA - 1 - - - Sc -. t. is .- 'A IK � •RCF Ii Two K1e�i[B)B►a1 1t3Y1UlIM AMDAT04AC1KRAfOI ; SOPBYIMG110` pA�lrl�luuu� ot.. IBJ, maisoB. ,f $1119), FOR SAFITY rust CCS PRIOR t0 �F TC LL 16.0 PSF REF 8427--46380 03125/97 0 It5ntor[, tel s'o,oF,o IGITI r[LrOWtwG IrtSC FRSCT[ORS. ORl1$I OlgfldrlA )BDICAi[D. T01 fA01D SHAH NA,L 1lOP[RLY 4TTAtetO A •fC' TC DL 15.0 PSF DATE r O STRUCTURAL 8 UtS. BOTfOY CLOto SHAH HAIL A PRGPERtf ATTACKB RIGID CIELPIG. to INE INSTALLA[IDT COVTUCTOR. AUIU INGINCIRCD A BC DL 5.0 PSF DRW CAUSR427 97084009 `—•� .IHPCRFJLNT.' FURNISH A Car of TRIS DESIGN Q C K U trORi[BLE FOR 0V OIVLAT10f FROM TRIS OFSIGB: AAT FAUVAC TO tAOUMTS. [CL. SHALL 001RRAK GUILD TAD! fRO9493101N COtrGI NtIN TPI: 08 FASRICAT1N6. NAROLLRG. 3110#114. I4STAtt41I011 OR ?b.C4*4s BC LL 0.0 PSF CA -EKG PBC CWC ALPINE BLACING a haus. lR[S KStw oGlao= wits AFRICAKI FROfr110BT of 0S (MIIORAL OFUGN 67091 * TOT. LD. 36.0 PSF SEQK - 99737 SPCCIFKATIOB F>! 990 BT TBE AKRICAR FOUST ARD KNO ASSOCIATIOM AID! TPI. AMR, DtIR. FAC. 1.25 FROM MC R TRUSS S CORAICiou AAE mm or mA no "i1 60.71 QALY. Sim. OCLPf AS tOt1E0. APR, Co"11085 f0 141 OF TIM. so antis OTKOVIU LOCAT[B OB TNI$ 015108. 108CEIOB COSAI'0013 OIB �� r.�:� SPACING 24.0° 140 tlAGING$ 110. Ito Aro! 160 A.F. AR IntMIR'5 SELL 00 TRIS ORAVING WE It% OUT 10 IBI "SIGN �C QT cp, Q � Q Cf tR FIBS$ Btt1Cf[0 wFRE ABB SOAtt NOT RE MITI) VM IN ANY OTRIA+ NAY. 4 N RICK DENNY - T23 14 TOP CHORD 2x4 FL #1 BOT CHORD 2x4 FL #1 HESS 2x4 FL Standard :Lt Wedge 2x4 FL Standard: :Rt Hedge 2x4 FL Standard: CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER MUS -91 TABLE 7.3.3. USE THIS DESIGN FOR COM210N HIP TRUSSES @ 24.01oc. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEN -FIR #3 OR BETTER @ 24.00'oc. ATTACH WITH 2-16d HAILS & 2x4 DIAGONAL BRACE PER MID -91 13.2.1 FIGURE 33. OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6).OR CA -HIPS DETAIL CD1IO. SUPPORT HIP RAFTER KITH CRIPPLES 0 EVERY 05-07-14 FT. oc.. NOTE: REACTIONS R a 113 ARE FOR #1 CALIFORNIA HIP AND #3 CALIFORNIA HIP RESPECTIVELY. THIS Df:G PREPARED FROM COMPUTER INPUT (LOADS R DIMERSIONS) SUBMITTED EY TRUSS MFR CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949: NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). 01 HIP DESIGNED TO SUPPORT 06-00-00 JACKS WITH NO NESS. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. III LIEU OF RIGID. SHEATHING: TOP CHORD AND FLAT TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24' D.C. AND 24' RESPECTIVELY. IN ADDITION. A RIGID CEILING OR 2x4 #3 m.r. OR BETTER CONTINUOUS LATERAL ISRACING SPACED 0 72' D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 6X60 3X10- 4X4- 6X64* 7X6 (CS) 4X4 (C8) 7x6 (C8) 1m 4X4 (C8) -0- 0-0 0 9-0 0-9-0 4 4 I_ 6-0-0 _1_ 12-0-0 _I_ 6-0-0 _1 24-0-0 Over 2 Supports 10.1 R-1806 W-3.5' R3-743# 8-1806 W-3.5' R3-743# 23 1`. %m-f CO—LWT), fp }, LI 1711. AID111V ICit K C, 11 l.r-ltc 14: Vol. 10.LUC to - - - - r 0a4C:IG,.Rtsta 10 !IE 911 nIHAYDtIrY 111STEIn ALL[K Ata ORAOCIM. PU9 1fR110 Or IPI1R(TRUSS PLA10E IRITIFp11. 193 WOW[* DR.. 11011E 200. KULS011. Y] 531101, rrH SAFETY P94CIlCKS F91OR 13 Pt1FORMIR6 IISs1 rORCTFORs. vacs OT1[RRisr IRDICATEO, TOP CURD SRAM 141E POOPEALT ATTACHED I �/ �y CCy TC LL TC DL 16.0 15.0 PSF PSF O �� O SIIRCT01AL ►ANUS. 90T10R CHORD SMALL HAII A UOPKRLT ATTACHED RIGID CIEl1HG. ••IMPORTARr•• FL:NISO A Call OF THIS OrSIGN TO THC INSTALLATION CONTRACTOR. AL91RE ER6IREER[O PROOOCIS. INC. SHA(( TOT a1 RKSPNSUIE FOR ART OCTIATIOR FROM rats DESIGN; ARY FAILUR4 TO 9:ILR INE Titus S[S IR COWCONAICE RITZ TPI: OR •FABOUL11N6. HAOOLIN6. SHIPPIRO, INSTALIATIOR OR "'i0A r 't �,G36ts 8C DL BC LL 5.0 a.0 PSF PSF C� {T�� USS Tl\V �A7 S�Itc ttt�Tloll 0a8liSM IV' Tel AMA[CO FFOORKST' W PWHO ANU LAMMA110s s� � +BVMM I �np COgKC10Ri AMC A401 6 fOGI 1TTtl AAS3 6827 OAtf. STttI. CSCiP'T AS RAiE D. APPLY CORHEGTo" TO CRITCTanot 029111RU LTAU M. Tons. TR[EMIEB SSO AIM 160 A[Ar Sor CN KE�7E� 5 181$ AW * E* 6*� * 'rrq p� TOT. LD. 36.0 PSF DIfR . fAC . 1.25 SPACING 24.0° Scale-.25"/ft. REF 8427--46381 DATE 03/25197 ORVICAUSR427 97084010 CA -ENG PBC/CWC SEAN - 99740 FROM SIC _U (DENNY-WALK IN RICK DENNY - T24 COMN) TOP CHORD 2x4 FL #1 BOT CHORD 2x4 FL $1 WEDS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. 4X4- IIIES ONG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS HFR CORRECTOR PLATES MST BE INSTALLED IN ACCORDARCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 12949. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). IH LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00' O.C. IN ADDITION, A RIGID CEILING OR 20 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 0-9.0 0-99--0 v I 12-0-0 I_ 12-0-0 J 24-0-0 Over 2 Supports � R-910 Y-1.5' E= O O C3 [� E� O DRW CAUSR427 97084011 �TR� n��TrI � SEON - 99950 DUR.FAC. 1.25 E-1 C:1 = m R-910 N-1.5- P +, , 1 ED 1-95\R uesl n cri a la: uuc [pit FRUSSIS N14I0 EITB CARE tt IAGRICATLOIL NArW JM SNIp110. INSTIAtING AAD ItACINa. 0EIE0 TO x1O.9] tVAVPLtU INSTALLING AND OLACINGJ. PCRLISNEG BY TPI (TNOSS PLATE INSTITvyt, [R3 D•ON0: 10 St.. $OJT[ 200. 0101309. VI 63119). FOR $AFETY PRKTICIS PRIOR 10 P[RFOAMItG THESE FWICTIONS. DNIESS 41181181SE IIMIGTSD. TOP CUM SNAG NAME PAOPULT ATrACN10cm STDOCTCAAL PANELS. 801TOE CHORD SMALL HAZE A Pt07ERLT ATFACRIO PIGIO CIELENO. "IMPORTANT•• TOa81SN ACOYOF JIM 01310E TO TOE tiSTAILAIION CONUACTU. ALPINE ENGINEERED pR03UCSS. INC. SIUER 004 PE AESPONSI6RL FOE ANY DEVIATION FROM THIS OESEGH: ANY FAILCIE 10 91110 Ta IAOSSIS U COFIORDARCt NITI TPE: 08 fAORICATIRO. NANO ML SNIPPING. 1NstALIATION 02HNACIas NF TRUSSES. INE[ OC81GN C"#" KITH APPI ICANLE PROF1SIOU OF W$ JNAN INIAL 011011(CIF1tAr1ON FUDLtSDEO RT THC &MICAH FOREST AND PAM USOCUTE01) AIM IPI. JUINI C00R[CtOt1 AN rMOE OF !ODA ASW AESS GM GALV. �51CTL. StC9PT AS NOTED. APPtT CON PECTUS TOEACH FACE OF TROD. AIM NREIS OTHEANISE LOCATED 00 lets OC33GO. POSITION CONSICTOU tIRDRA/IRGS L30, ([3 AAO 163 A•V. AN ENGIr[EA'S SM ON THIS COMING APKICS OKI TO TNt DISlw CA/ -/11-/-/-/F TC LL TC DL BC DL BC LL TOT.LD. 16.0 15.0 5.0 0.0 36.0 PSF PSF PSF PSF PSF L Sc -.250IFt. REF R427--46382 DATE 03/25/97 DRW CAUSR427 97084011 CA -ENG PBC CWC SEON - 99950 DUR.FAC. 1.25 FROM MC SPACING 24.0° DENNY-BALK IN RICK DENNY - IZ4 LUMN TOP CHORD 2x4 FL /1 BOT CHORD 2x4 FL 11 WEBS 2x4 FL Standard V t` CONNECTOR PLATES DESIGR'ED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. 4X4 - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). IN LIEU OF RIGID SHEATHING: TOP CIIORO.TO BE BRACED BY PROPERLY ATTACHED PURLIAS SPACED 24.00' o.c. Iii ADDITION. A RIGID CEILING OR 20 E3 H.F. Oft BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 0-5-9 12-�A ...B-0-0 v0 BUTTE� -kTy 12-0-0 I 11-10-6 J 2 Supports 23-10-6 Over R-907 W-1.5' R=858 $4=1 .5' p PLT T P. Al ine TJ'I-95 R Des Criteria: U8C 8.1b2 CA/ -/11-/-/-/F Scale —.25n/Ft. • 0 Q 0 •VAUNIIV- llumsAEOD1NI EMIAM CAF IM FABMfCA11OM. MAMDUNa, sH1PPINO. IYSTLLl1YG AND BMACIMG. 01fto TO 010 -Yl (W411TUNO INSCALLIMB AND 884[190). PCILISM DT TPS CRD35 PIAT[ W1 137I9). FOR SAFETT IAUTIC95 PRION TD TC LL 16.0 PSF REF 8427--46413 N Q lostITwt /Bs 0•DTDr10 DB.. SYCTE 200. MADISON. P[IFOM lg Mil FT111Cn=&- ORLCSS OTU M 351 IMDICATIO. Up CBONO SULA SIT[ PaOPC50.Y All"NED y� TC D L 1 5.0 PSF DATE 03/25/97 STNOLtCa PAWS. BUTON IMP SYALM WE A PMOIERLT ATIACNIO NIBLD CIILINS. --IMPONTABI-- FURAISR 4 COPY -0r THIS DESIGN 10 TM! ENSTULATIOM CAIfYACtOB. ALPINE [MOINEWD FAUUnI To P � z BC DL �J. D PSF DRW CAUSR427 970840Ji o o nOOUCTS. IRC. SIUL NOT 04 YESPONSIBLE FOR IMT DMATON FAO" 1915 DIMN: AMY RCILD M NMB3SE5 IM CDW44MUC WIN TPI; CA FARUCATIMG. HANOIIMG. SHIPPIIS. INSTALLATION o0 Np,C43845 BC LL 0.0 PSF—CA-ENG PBC JCWC ALPINE a:ACTIG Or TRUSS[s TN1S DESIGN CONFOUS VITN APPUCAME PMOMTSLONS Or ns [NA110SAL DI51w GD. 6]041 T 0 T . L D . 36.0 PSF SEO N - 100247 S►CCIFICATION 109tlSMIO BY 14L ANENlCAN PORIST ►ND PAPER ASSOCIATION) AND IPL. "FIA! * TRUSS CoxYIt=$ AM[ AAOI OF tOGA ASTM 4553 037 "LT. STCIL. [NCdT AS NOTED. APPLY CONNECTO2MS TO ACE DESIGN. OAYEE/BUI[M'SLOCATED •• �.'y,•L O�� sI�TE DUR .FAC . 1.25 FROM MC O p,T�6p51Mp,15UNLESS p��yl�{ L 1 iS S[AL .1 THISDNAYINS APKIE3 ONLYCTOTTHIIOESLOM YF THE TM1KS DE►IC ILD HLP[ IND SNAIL MOT VL NLLl/0 UPON N 1Nt DINER VAN. QF CT SPACING 24.0" IN RICK DENNY -.T25 SPEC HIP GIRD 6 P1 TOP CHORD 20 FL #1 BOT CHORD 2x6 FL SS :82 20 FL 02: WEBS 2x4 FL Standard :Lt Wedge 2x4 FL Standard: CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER OS -91 TABLE 7.3.3. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0'oC. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONIS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHDRD WITH 20 HEN -FIR #3 OR BETTER @ 24.00'oc. ATTACH WITH 2-164 HAILS 6 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 FIGURE 33. OR HIB -91 SUMMARY SHEET (FRAME 3 TIIRU 6).OR CA -HIPS OETAIE CD110. SUPPORT HIP RAFTER WITIi CRIPPLES @ EVERY 05-07-14 FT. oc.. NOTE: REACTIONS R A R3 ARE FOR #3 CALIFORNIA HIP AND 13 CALIFORNIA HIP RESPECTIVELY. SX6 4X6 (C3) e.n►.n enourTTrA OV TOucc UCo rni� vwv rncrnncu a�—^-- CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UDC). $1 HIP DESIGNED TO SUPPORT 06-00-00 JACKS WI" NO WEBS. CONVENTIONAL FRAMING IS NOT TUE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. IN LIEU OF RIGID SHEATHING: TOP CHORD AND FLAT TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24' O.C. AND 24' RESPECTIVELY. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL URACING SPACED @ 72' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 6MO 4X4- 3X4- 3X8= 06- 1 4-0-4 -0-0 1 Z'S 11 4A0I1t) 0 JA'tm -1AV_ JAW-- ......- 2X 4 II o� 0 6-0 -0 I 17-10-6 J 23-10-6 Over 2 Support ���� --1 1197 � b�'4��' � "o�,�'•�' R-2475 W-3.5' R-1474 W -1 .a 75 R3 706# ri- R3-7481 � PL T P Al TPI -95 R est r teria: UBC 1 b CA/ -111-/-/-/F Scale m. Ft. Cl D wm mG-Rua/0Mt8=f11PIM4M0tIM0IRSTSiIIFABRICAT ARD11M�tIMB LMI8l13kt0Mfftj�TPI jR(iRKS�►L:it TO TC LL 16.0 PSF REF 8427--464061 ED 'Nsrt,U,E, s" D•ONOFIo o:.. SUITE 200. B43 r. M1 611191. FGR SAFETY PRACTICES PREOA Pf"HIA0 71tsf FUIKT MRS. UNMI OTBERRESI JoICAtED. Tot CHORD SMALL RAZE PROPERiT AITACKED MID MUM- �0 TC D L 15.0 PSF c n DATE 03/25/97 O STRUCTURAt PAAELS. 80710HCROtD SHALL MATE A PROPERTY ATTACHED COPT OF TM OESM1 TO IBE INSTALLATION CONTRALTOI. ALPIKE IMRtAEtR1O .O T^ BC DL 5.0 PSF DRI' CAUSR427 97084025 IRPO2rwT-- ruews-c A PP.®BC,S. I1L SA4LL NO; BE AESPOMSiBL4 FOR AVY DEVIATION FRON THIS DESI6F, ANY TAMPA To 1NS114"110 OR = r '�° BC LL 0.0 PSF CA -ENG PBC CWC BUno TNf InsSES IN cotsonn.NCE Milo trt: DR FURtcutaD, HAMINH. 111fPtAG. ALPINE t11AC.IRR or r/ussts. ISIS =Ito CGORiMS OUR ASPL1CAKI PtNlltsioss 1s 1as tWTioeul otsla �' 83D4? tk TOT, L0.PSF SEQN - I00251 "TV%.V, SPEC1fICATIOA PORLISUW ITT IME AMSCA1 MUST AM PAPM ASSOC1A11O11 ANO r11. ALOINE * I�u+tcTws ut IqD[ aT AocA Asan Aess 61st atr. sttEl. CSC[PI As NortD. uPlt talNEctoRs TDt' �tABR1e� MERNIff 92 THIS f cl OUR. FAC. 1.25FRO�MI MC 0 t;;h`Mo;`t 0 O O SE/L ON 103TIC, e.'�o : M ERO1RIil 108HILUSHILUS ONLYCIO`RIREEDESIGN ILO MIA[ AIR 58At1 AOT BE REEL D MY 11 ANY OTHER WAT. ..'��tl�r �t SPACING 24.0" OT t IR OSS OEDPC (DENNY-WALK IN RICK DEI TOP CHORD 2x4 FL #1 BOT CHORD 2x4 FL 91 WEBS 2x4 Fl Standard - T26 SPEC HIP 8-P CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 1.3.3. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0'OC. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FIAT 70P CHORD WITH 2x4 HEM -FIR ¢3 OR BETTER ® 24.00'OC. ATTACH WITH 2-16d NAILS 6 2x4 OIAGONAL BRACE PER HIS -91 13.2.1 FIGURE 33, OR HIB -91 SUMMARV SHEET (FRAME 3 THRU 6) OR CA -HIPS DETAIL CD1I0. SUPPORT HIP RAFTER WITH CRIPPLES ® EVERY 05-07-14 FT. cc.. THIS "1G PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS HFR CONVECTOR PLATES MUST BE INSTALLED IN ACCORDAfItE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT $2949. ROTE: SC CHECKED FOR 10 PSF ADDIT10RAL LIVE LOAD ACCORDANCE WITH TABLE 16 -6 -SPECIAL LOADS (1994 UBC). CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00' O.C. IN ADDITION. A RIGID CEILING OR 2X4 ¢3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 3X610 4X4- 2.5X4- 4X4(R) 11 6X6 -, A 8� T 4-0-4 -0-0 4X4- 2.5X4(R) U1 3X6m 4X4- 6X6 2.5X4 3X10(63) es BUTTE cx)�f a-0-0 1 15-10-6 -1 23-10-6 Over 2 Supports—,�. R-1241 W-3.5' R-1474 11-1.875' "Q'%i it, L: ...A 011_0_i_Ic C...Ts _ 0jC"/Ct O IS0 ss1 VI1Tt A UNo1. By TC LL 16.0 PSF - REF R427 --464D2' C7 C� M O IN I� IALLIROAU GA PUBUSKo YPI FACITI. AEFts To 11111.55 ("W LWSTIIITE. S83 D•oNOF10 IA.. SUITE 180. NADESON. 1t 1119). FOR SAFITY PRACTICES PA16R TO � TC OL 15.0 PSF DATE 03125197 Q ED PIVCAl1IG TRISE FDKTIOAS. 000:SS 01RERTISI I16KAM. TOP CHORD SHALL HAK PAOPIILT ATIACHLO STIKIVIAl PATILS. 1OTTON CHOOD SH4l RAPE A PROPERLY AITACM NIDIH CIFLIRO. AI►tet ETs ulERm A � BC DL 5.0 PSF DRW CAUS1t427 91084026 CA -ERG PBC/CWC ••[NgRTART•• Fuls1SH A Con 1n of T1DESIGN to WE EnSTAELATIOW C611IACTUR. ARDDO:TS, INC. suu p1 K IESPONSIGLE FOR AIIT DIYIATTOI FM 7111 OESICAI: MY FATLu►C TO RAWLIHO. SHIPIIRO. IRSTAl LAT 10U a x � 9O BC LL 0:0 PSF SEQN - 100253 Q T�T7_. 0 u�(.LJ OUILD iK TIOSSE3 IH COIFOIMUK9 WITZ TI1: OI FA9EICATIIO. 9AK1F0 Of ow 1IIS DLSEW COI►OLHs YE/i MPLICAILE PROYISIWL OF RDS (NATIONAL Dill" "0. l� �D91 1t TOT.LD. 36.0 PSF . SKC:F ICATI01 "at Ism 9Y EEOC AMERICAN 10I1ST A16 (APER ASSOCIATI�) AM WE. AIPINE * DUR . FAC . 1.25 FROM KC T RV :iia : afoFNfaD�si AMWt I ool IttliaAToo Vollieis�oisilrsulo 91308 Ca SECTO iIIM S 80 ,pj ca 'TTFOFCty� r ►71J oaAltlrs ISD, 16O AND 140 A -F. AN EMNIER S 1114 os TRIS DRAWING, APILECS MEET To n0. 01s1op TN OTHER NIT. SPACING 24.0 Q Q TIt (ROSS OIP [CT[0 MME AID SHALL NOT 8I MIN MN AWT - T30 SCISS H TOP CHORD 2x4 FL ¢1 BOT CHORD 2x4 FL 11 WEBS 2x4 FL Standard :416 2x4 FL #I: CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT J2949. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -0 -SPECIAL LOADS (1994 UBC). #1 HIP DESIGNED TO SUPPORT 06-00-00 JACKS WITH NO WEBS. USE SAME DESIGN FOR ONE -PLY COMMON HIP TRUSSES 0 24.0'ot. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEN -FIR f3 OR BETTER ® 24.00'oc. ATTACH WITH 2-16[1 NAILS E 2X4 DIAGONAL DRACE PER 1118-91 13.2.1(FIGURE 33). ON 11I8-91 SUMMARY SHEET (FRAME 3 TURU 6). OR DETAIL CD1I0. SUPPORT HIP RAFTER .WITH CRIPPLES ® EVERY 02-09-15 FT. oc.. CONVENTIONAL FRAMING IS NOT TILE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. THIS ONG PREPARED FROM COMPUTER INPUT (LOAD5 6 D1MtNb IDt191 41JOnL11ty OT ewz%a Mrn 2 Complete Trusses Required CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER UDS -91 TABLE 7.3.3. HAILING SCHEDULE: (IOd-boy_nalls) TOP CHORD: 1 ROW a 10. O.C. BOT CHORD: 1 ROW 0 12' O.C. WEBS : 1 ROW ® 4' o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR ANDJOR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. NOTE: REACTIONS R 6 R3 ARE FOR 11 CALIFORNIA IIIP AND #3 CALIFORNIA HIP RESPECTIVELY. IN LIEU OF RIGID SHEATHING: TOP CHORD AND FLAT TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24- o.c. AND 24' RESPECTIVELY. IN ADDITION. A RIGID CEILING OR 2X4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 24' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 7 30 3X40 4X4gm 5X14 -Ma 3X10a 2.5X4- 3X4- 5X6* 6 T B 10-5-13 8r 5 X6*& 3X10- 2.5X41; 5 . M_:== 3X10m 8 3X4- 6X8 -j 5 5 `+8_0-0 2.5X4(A1) � 3X'.6�(Al)'aCGWgTy D-9 0 14-4-4 -0- 26-0-0 - - �w -IT 6-3-0 25-6-0 6-3:=0 . � 38-0-0 Over 3 Supports 1 �. �E R-488 U-3.5' R-3430 W-3.5' R-1339 W-3.5' R3-269# R3-1431# R3-625$ TYP. AI ine TPI -95 R Des Criteria: U8C 18-M CA - 1 - - - F SCa -,1875"/Ft. •NARREIIG`- f.osSES RTDNIAE IIIRERE cut 18 NRR1U[101. R.IGILINO..011hA. INS MIF% AND Q © BRKING_ RItCR TO MD•9! [NANDLINS INSTILL [YR AVG WACItD1. PtlDIISIIED DT TPI (lltllS #41'r TC LL 16.0 PSF REF R427--46392 INSTITUTE. Ies o•D.alo D... Snu no. NLouON. n "IlLP). FON 311111 PA►CTIC1S 9.Ica to Q PERF ORHIRG TNC lE FY RCT SONS. IRIESS OINIIHISC INDIUTW. TOP CHORD SPALL NATt PROPEILT ATTACHED �{/� �'C TC DL 15.0 PSF DATE 03/25197 STRU[TIIYAL ►AICIS. DOTSON CNGRD SIALL HAIL A s[GPrILY ATTACHIO RIGID C111.182. I3--1HPORTIUII-' FrINIfH A CWY OF TRIS OESEGN To THE 1NS[GL%kTION CONIR/CSOR. AMU ERGINIIACO A y 4 BC DL 5.0 PSF DRW CAUSR427 97084020 PROXICIS. IAC. 51111.1. NOT RE ICSFO951OtE Fol ANY DEVIATION FROM THIS DISIGN: ANT FAIIU.E 90 BUILD tilt TAOSSSS TV CORFCG:HCE N1T11 TPt: W fbINUCAUNG. RANRLIN6. SNIPPING. INST►ET►1103 OR, X 45 �' BC LL 0.0 PSF CA -ENG PBC CWC BRACING DF It"SES. 1NE5 NESIR1 CUFOwu N[n APMICARu 910n5[ONS a AOS runt." D[sEGI6p91 TOT. LD. 36.0 PSF SEQN - 100208 WICIFKATION F19LISRID ITT Tu &NAICAN FOIUT uO PAIIA AiSOCtutON) AID 1Pt. AEPttt*E* C0111CMA, 1K HARE Or to" ASIA AM all GAIT. VM. EICUF AL NOTED. A►PLY CONNSCTDRS TO �TRI pUR .FAC. 1.25 FROM MC OR1v11WfEACH [UD.OF TItiSA» [60WLA•t�. OIUEEEGIFREEA'SRNISE TSC" ail :NIfCII ON MS �ORAYIAPVl1Ei ONLY To iairoDtslw •� �rdJ�rOF C Ad4�� SPACING 24.0" Q Q © -GF--TUE TIUSS, DEIICT[D PERI AND SHALL WT DE RELE[O UPON it ANY OFKR NAT. _(DENNY-WALK IN RICK DENNY - T31 50155 TDP CHORD Zx4 FL 11 BOT CHORD 2x4 FL 11 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONTRACTORS WARNING: THIS TRUSS I5 DESIGNED TO BEAR AMD/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. NOTE: SC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). CONVENTIONAL FRm ar, IS NOT III[ RESPONSIBILITY OF THE TRUSS DESIGNER, PLAIE HASUFACTURER. NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUITONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. NOTE: REACTIONS R d R3 ARE FOR #1 CALIFORNIA HIP AND #3 CALIFORNIA HIP RESPECTIVELY. 00 Rag - 2 am - . 5 1.5X4 N 3)(10.X6- 3X8- NnN� vnU rncrnncv rave ..vnrv.cn u.rv. Nw. w va•.uvay.wl .�.. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #Z949. f1 H1P DESIGNED TO SUPPORT 06-00-00 JACKS WITH NO WEBS. USE THIS DESIGN FOR COMMON HIP TRUSSES 0 24.0'00. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR #3 OR BETTER 0 24.00'oc. ATTACH WITH 2-16d HAILS & 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 FIGURE 33, OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6),OR CA -HIPS DETAIL CDI10. SUPPORT HIP RAFTER WITH CRIPPLES 0 EVERY 02-09-15 FT. oc.. 111 LIEU OF RIGID SHEATHING: TOP CHORD AND FLAT TOP CHORD TO HE BRACED BY PROPERLY ATTACHED PURLINS SPACED ® 24' o.c. AND 24' RESPECTIVELY, IN ADDITION• A REGIO CEILING OR 2x4 03 H.F. OR 11ElIER CONTINUOUS LATERAL BRACING SPACED 0 48' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. n 3X10- 336- 3X6 - 1.5X4 M 2.5X4® 8X8 44, 3X14- 0.9-014-4-4 I_ 8-0-0 � 22-0-0 f 8-1-8 21-9-0 38-0-0 Over 3 Support R-313 W-3.5' R-1801 413.5' R3-2121 R3-1533$ 1 -� �f 4X 11-3-3 5 � 1.5X4 Um +a-0-0 3X6(A1) a BUTTE C Ty & R-4 �- R3=581�k'�4s� �� � ' PLT TYP. Alpine T 1-95%R Bes4 n Criteria: UBC 18. b CA - Scale 0 0 N---� 0 1� O O 0 2A"T4�v. 0 0 0 O "MINING' • IR sits 2100110C EIDENt CAN[ L1 FARRICAIM Iuuot11G. Sm"It6. usTAttinG Ata p1C1AG. Nf FER TO Nle -It (IMMINO INS ALLin An NIACIROI. PURLISRE0 IIT TPI (T1RSS PLtT[ Itsnwtt. ca O*OKOF1t DA.. SUITT m0. IUDLSON. VI 11I19). FOR SAFItT PRACTICES (AICA TO /tsi CANI is TNISE PUNCTIOIF. LWASS OTltRT1SE 1NDECATCO. TOP CHORD SNALt NAti IROJIRLT ATIACItO SIAUCIT. PANELS. NOTION CtOND SRALt UANI A PtUIRLY ATTACHED R1G10 ClILE116. •IMPORTANT— FURU91 A C4PT Ol IRIS DESIGN TO TNI INSTALLATIOA CORIRACTOR. AtTIAf ES6IQIRCD PMUCIS. INC- SHALL ROI St RISOOYSE9tE FOR ANY DIFIAIJOI FROM TI1S DESIGN; ALT FLILULE ID IauP ut uuss[s a aTFotlliRa nn m; CS FABRICATItO. 118NOUNR. S11PPlNw. IYSTAIIITIot ORCIyB45 p/tf tG OF TIM -%MS. INIs OCSLGN CONTORIIS NITR APPI ICAOU MVI%IMS Of NIS (NATIOM OESTH SIIC010110I PUSkIsaD NT THE MI RICu FOREST AND PAPCO ASSOCIATION) AHD TPI_ Will. ER CONaCTS" AR[ Im aT "" ASn ASU al? GAIT. STEEL. Elcm As "Ta. A Ll CMECFCIS TOwt� i� t1 .r 10 AIM irO [60�F_ AN um 11 i�VALONa iiia SCRIAAVViNG OWES ilCt40 IN[ DIVOT CF TRI TRO SR Of PCC1[O ttAC ARD SHALL fOt NE RELICO UPON It A" OfY[t RAT. �F AyC� A Ra * Ile• 63097 c1l 'Tlf OF Ch TC LL TC DL BC DL BC LL TOT. LD. 16.0 PSF 15.0 PSF 5 .0 PSF 0.0 ASF 36 .0 PSF REF R427--46394 DATE 03/25/97 OR41 cAU5Ra27 97 84021 CA -ENG POC/CWC SEON - 100206 FROM NC SPACING' 24250' 3 - T32 SCISS HIP) THIS O1fG PREPARED FROM COMPUTER INPUT (LOADS i OINENSIONS) SUBMITTED BY TRUSS MFR ITOP CUM 2x4 FL #I BOT CNORO 2x4 FL #1 WEBS 2x4 FL Standard TONVENTIORAL FRAMING IS HOT TOE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AID/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICOLAR CARE IS ADVISED OURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). CORRECTOR PLATES DESIGNED FOR GREEN LUMBER PER MOS -91 TABLE 7.3.3. z L° 6X60 4X12w 3X80 CONNECTOR PLATES MOST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF 1.C.8.0. RESEARCH REPORT #2949. USE THIS DESIGN FOR COMMON HIP TRUSSES 0 24.0'oc. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEN -FIR #3 OR BETTER B 24.0010c. ATTACH WITH 2-16d RAILS 6 2x4 DIAGONAL BRACE PER HIS -91 13.2.1 FIGURE 33, OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6),OR CA -HIPS DETAIL CD1IO. SUPPORT HIP RAFTER WITH CRIPPLES D EVERY 02-09-15 FT. oc.. IN LIEU OF RIGID SHEATHING: TOP CHORD AND FLAT TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED & 24' o.c. AND 24' RESPECTIVELY, IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED O1 72' o.c. MUST BE PROPERLY ATTACHED TO TILE BOTTOM CHORD. 2.5X4- 00 NOT TURN TRUSS END FOR END. •■ 7X6® 2.5X4(A1) 0 4X4(Al) e 4-8-0-0 0-9.0 _1 14-4-4 10-0-0 8-0-0P Ids 0- - SU7T 10-1-8 17-9-0 10-1-8 de 38-0-0 Over 3 Supports ISA.,_; J•.;;�I^,i g R-306 W-3.5' R-1822 11-3.5' R-758 k-3.5' APP. {.:g ; �; PLT TYP. AIDIne TPI -951R Design Criteria: UBC 18_]172 FA1_11 s-1- — 107GD Ir. �0 • --� "E`J © Lll�r 11V �Q T 1 R SS ISMING".`�itsti TO 811-91 X011=1 CARE AND 61AZin"POKis�o IT' TVI ` TIV S"iUT[ INSIMIt. SN3 O-GW10 U.. solti M. MINN. it N3T1I). FOR SHUT PRACTICES MOR To PERFORMING TRISE FiWMS. taus OTUWIU INDICATIO. TOP aos0 SMSA SAVE 110FIRtr .TTA"m STRDCIOIAI PAWLS. WIND CIO* SNAIL RAIL ► PAWENET ATFACNIO RIGID CIELINO. '1MPOlTME•• Fon 90 A COLT OF TNIS DES90 10 TRE tMA&LATNR cannActDG. ttPINI EtGntttto roio;xi CARS= IU 0011=91 V3TMR IFI;n FMIu/u0. "ON Naa`i THIS DESIGN: Tiiuiurioi a 811cm of "ISSIS. TRIS 111101 CONFORMS NITN APPEICARLI IROVISIONS OF SDS Ix1E1oAA1 DESIGN SPECIFICATION PUAngMM IT TIC ANI14CAN FORM AND PAPER ASSOCIA1301) ATD TPt. AEPINI EAACH FACE a niSS An all ii oTHIMAIS3I %OCATLo *I IIis`DU[GV. CUT AS0311903 COONAICioaIS III 1 TO OOFF TK 40s iii ICT 0 RINIAA► MIL 10101 98 1111ED tramINN BRAVING ll oT N WAY. onT To TRE resTGr fE I,. , (.V � � !� �f r * [i�' 6J091 , * s} r1y1tK ��l' 'rf pf Cl�tso� TC LL 16.0 PSF!REF TC DL 15.0 PSF BC DL 5. 0 PSF BC LL 0.0 PSF TOT . L0 . 36.0 PSF R427--47387 DATE 03/26/97 DRW CAUSR427 9708SD18 CA -ENG PBC cwc S E QR - 100210 OUR. FAC. 1.25 FROM MC SPAC I NG 24.00 W11 DENNY- TOP CHORD 2x4 FL 91 BOT CHORD 2x4 FL 01 WEBS 2x4 Fl Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AMIOR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. ROTE: BC CHECKED FOR'IO PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -11 -SPECIAL LOADS (1994 UBC). CONVEN110NAL FRAMING IS NOT TIIE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER, BOR TRUSS FAORICATOR. PERSONS £RECTIHG TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. 2.! 7X6! 3Y6fR1 III ,naa Vao racrnncV rMUn W .r V, la ,Pru, %LVnua 6 V I r LNa,VNaJ 4vuna, — of rnuaa on CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIRE14ENTS OF I.C.B.O. RESEARCH REPORT J2949. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0'oc. EXTEBD SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 20 HEM -FIR #3 OR BETTER 0 24.00'oc. ATTACH WITH 2-16d HAILS A 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 FIGURE 33. OR HIB -91 SUMIARY SHEET (FRAME 3 THRU 6),OR CA-IIIPS DETAIL CDI10. SUPPORT HIP RAFTER WITH CRIPPLES IN EVERY 02-09-1S FT. oc.. IN LIEU Of RIGID SHEATHING: TOP CHORD AND FLAT TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24' o.c. AND 24' RESPECTIVELY. IN ADDITION. A RIGID CEILING OR 2x4 #3 N.F. OR BETTER CONTINUOUS LATERAL URACIN6 SPACED 0 40' o.c. MUST BE PROPERLY ATTACHED TO THE BOITON CHORD. 7x60 SYRW 2_S14fR1 D 1 33 0-9-0 14-4-4 — 8.'0. -D- 1 -��, 12-1-8 13-9-0 12-1-8 ~ 38-0-0 Over 3 Supports R-282 W -3-S' R-1873 W-3.5' 732 :f� 2-11-3 42-0-0 a, o-9--6 PLT TYP. Al ine TPI- 5 R D Crlter a: i18C 8.1b2 CA - - F Scale —.187S"/Ft. O O D O O _ 0 ZA��LIPIIINN. T 0 0 0 •YOIICrTS. 2EFia To:,i >ii Nro►RDiii I�TIAL�INGR;r 11;ui I. PPUBLISHEDP97 TPI IRsTMING An (i US$ PLATTE O. SUITE I00. Mat SON. V) SWIM]. FOR SATCTT VAACIICCS P0102 10 t+STITOtE. ses * 01OF100 . PlUrOANING TKS{ rUdLTIOUS. UNLESS ITPIRNESE INDICATE*. TOP CHORD SSALL HAY[ PASPCALT ATIACHEO SERUCtORAt PAOELS. BOTTOM CHORD SPALL HAVE A PROPERLY ATTACHED RIGID CIELISS. ••1NPORTACT— FUIUIS9 A COPY OF THIS DESIGN TO THE INSTALLATION CONIRACFOR. MINE LIGIRELRIO PRO CT IRC. fNAlt Not DE RESPOISIILE FOR ANY DEVIATION FROM THIS DESIGN; ART FAILURE TO Buu/ THE T1uss[s rY COVFURAIAYXE VITA IPS; 0R FAavCATING. HU1Dl1NG. SRIPPIHO, lN%FALLAT(OR OR RRAEIX& OF TRUSSES. THIS DISION COWFORra VIIH 4"WABLE PADVISIONS Or »S IWTIONu GISICASPICIFICACION FODE[SIMP BT THE AIIfuCAN FOREST AID PAPER ASSOCIATIOrI ANDrot. ALPINE COPRECTORS AAE BADE or TOGA ASIN Abu tall Dur. Mit. EXCEPT AS NOTED. AMY COYNECIORS 100UR EACHO139SS In.T160;TO L40 LESS DAX EMKISE RIS SCAL 0 THI15 SESlIW110 APPLIESGMTCTO THEOSIS (DESNA OF THE Ems DIPICirD vin Am SUALL WE BE RELK0 UPON It ABER Y OTHER MAT. f y y� �A y 4 r CA3845 ce.TOT.LD. Af�'M ��� �f C� TC LL 16.0 PSF TC DL i 5.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF 36.0 PSF REF R427--46395 DATE 03/25197 OR4! CAUSR42T 97084022 CA -ENG P8C CWC SEAN - 100212 .FAC. 1.25 FROM MC SPACING 24.0' Y-WALX IN RICK DENNY - T34 SCIS TOP CHORD Zx4 FL #1 OOT CHORD 2x4 FL #1 :82 2x6 FL #2: WEBS 20 FL Standard :H4 2x6 FL j2: CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER RDS -91 TABLE 7.3.3. CONNECTOR PLATES MUST BE INSTALLED 111 ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED 10 SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. 2.5X4 THIS DNC PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED Of TRUSS MFR CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR ANDIOR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE 1S ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. USE THIS DESIGN FOR COMMON HIP TRUSSES 0 24.0'oc. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEN -FIR #3 OR BETTER 0 24.00'oc. ATTACH WITH 2-16d HAILS & 2x4 DIAGONAL BRACE PER RIB -91 13.2.1 FIGURE 33, OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6),OR CA -HIPS DETAIL CD110. SUPPORT HIP RAFTER WITH CRIPPLES 0 EVERY 02-09-15 FT. oc.. 1N LIEU OF RIGID SHEATHING: TOP CHORD AND FLAT TOP CHORD TO OF. BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24' o.c. AND 24" RESPECTIVELY. 10 ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 48' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 7X60 3X14= 7X6'k► 0-94 12-10-8 -o 13-10-8 :I 1.}a-s;:ate; ;F 14-0-0 10-0-0 14-0-0 e >w • 38-0-0 Over 3 Supports R-750b1r"L3J`S'� ' R-244 W-3.5 R-1893 V-3.5' � T nP. Alolne T I-95 s riteria: UBC 18.1b2 CA/ -111-/-1-1F Scale-. 7 t. 0 0 0 ,WACf'1,%. 1U.n tolale-91 OuAim ENG Ntate �siuilMI A" ORKiN) fUMSN110 erntPtl8clAuu�PLATTE am IEST tlotc. 683 D•avlo OR.. SUIT[ 200. PIADIs00. T1 SN"). FOR SMIT AAACMICIS PRIOR 10 Pluc"116 TIMSE FONCTIONS. UXL %S 01NERVISE IIDICATIO. IOP 000 St'KL HACE 110fttLT ATTALHt6 f' yc TC LL 16.0 PSF TC DL 15.0 PSF RAF 8427--46396 DATE 03/25197 ORW CAUSR427 97084023 �r-�----11 !— LPINE o �iTRUS� i� © ItIcCTURAI PAAIRIELS. 10n CHORD SNUG Miff A PICKILY AtTUXIC RlatO CIEL1/9. "[PPORrAmI FNISR A COPT Or TO 11DESIGN 10 TNI INSTALLATION COIIMRACIOR. AIPINt ENGINIIRED falacts. INc. SmAu RUT BE ITSPONSIBLE FOR AIR DMA11011 fROM TRIS DESIGN: ANY FATLURL 10zc NPILP TRE TRUSSES 11 CONFOWIRCE film TPJ: OR DRRICAHND. NumuNG. SHIPPING. trsrwAttol «t gLACIN OF 1l9sftS. Tm3S DESISN COMM 1,7Tm Anttcau PRorlStou Or Nos INAUCUL stsm SncIrlCAt10] M11SAD NP Tru AMERICAN FOREST ARP PAPER ANNCIATION) Alm IPI. AIorRI COUCTPNSAME UK m :ASA ASTM ARTS ORSI "M STILL. [=FT AS 16TED. AP tT =CT09s toDDR.FAC. OR IFASS 128.ACC OF 7164 Ito eUSS. Avg dA -F. OAs tjwj/IEDVJSC LR*S SCAL ON Tm1SS 9AAYIRD APPLIES OUTCOMT OTYE OES161 Pill�l�l a nI TIM DIPICTM REN[ u0 SRALI mgt BE rnllO OI0/ ■ ART OTNER RAY. A � r N° T * QR� BC OL 5 .O PSF BC LL 0.0 PSF TOT. LO . 36.0 PSF CA -ENG Pe C CwC SEOR - 100215 1.25 FROl7 %4C SPACING 24 . Vp Y-NALK IN KICK DENNY - TOP CHORD 2x4 FL #1 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 1.3.3. USE THIS DESIGN FOR COMMON HIP TRUSSES 0 24.0.0C, EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR $3 OR BETTER ® 24.OD'oc. ATTACH WITH 2-16d RAILS & 2x4 DIAGONAL BRACE PER IIIB-91 13.2.1 FIGURE 33, OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6).OR CA -HIPS DETAIL CO110. SUPPORT HIP RAFTER WITH CRIPPLES @ EVERY 02-09-15 FT. oc.. CORYENTIONAL FRAMING IS 1101 111L- RESPONSIBILITY OF THC TRUSS UESIGNER. PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE 8Y A LOCAL PROFESSIONAL ENGINEER REGARDING CONVEATIONAL FRAMING. CnIJ uav rnrrn Lu rave uunrumn .nr-v. L••vnua n Y•nuN•vaJ7 ..wn• .aVJJ nr. (A) 1X4 #3 HEM -FIR OR BETTER CORTIRUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCOROARCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT $2949. NOTE: BC CHECKED FOR 10 PSF ADDITIORAL LIVE LOAD ACCORDANCE WITH TABLE 16 -6 -SPECIAL LOADS (1994 UBC). RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. 4X441 4X441 4x48 IN LIEU OF RIGID SHEATHING: TOP CHORD AND FLAT TOP CHORD TO BE GRACED BY PROPERLY ATTACHED 3X4 41 PURLINS SPACED 0 24. 0.c. AND 24' RESPECTIVELY. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL 8 BRACING SPACED (4 72' O.C. MUST BE PROPERLY ATTACHED TO THE 1.5X 4* (A) (A) BOTTOM CHORD. 4X4 (A2) - 2.SX4(R) 0 (A) sxs® 1.5x4 a �?s 10-8-4 -0-0 t_ 16-0-0 � j- 3-10-6 .I ,� _rx,-�, y 0 19-1D-6 Over 2 Supportsr�s R-777 Wa3.5' R-708 W-1 . S' .� . PLT TYP. AlDine TP1- 5 R Design Criterfa: UBC 18,1b2 CA - 1 - - - F scale Ft. •RAIIIIa-- TRUSStS REO01R( (TRACH{ Cal[ IN FABRICATION. MIMING. SNIPPING, INSTAMILD AND C1 C� D BRACE". NEFER To FM -91 (NAMING 3NSTALLIN6 AND GRACING), PCILISH(O IT TPI (316sS PLOT( TC LL 16.0 PSF REF R427--46398 INSTIIUTI. 183 0'0110F10 OA.. SUITE MO. Ktorsoe. NE $3719). FBA SAFETY PRACTICES P61M TO ��• TC D L 15.0 P S F DATA 03/25/97 0 P(RF PINI to tNLSL FUNCTI0I S. ONl[SS Or SERNISE 1ND1G1E0. TOP CHORD SNAII RATE IADP PITT l/TA[NEG p -p 4,- S EP UCIURAI fANII S. BOTTOR MOO SHAH HATi A PROPERIT MIAMI! 61610 CIELING. �•�`ll A BC DL 5. 0 PSF DRIB CAUSRa27 97084024 ••IRP4RTAATA." F9A NISN A COPY or /NIS D(SICN TO THE INSTALLATION CONTRACTOR. ALPIRE ERGIAIERIO PROOOCtS. EAC. SHAH NOT BE RLIPONSIBIE rot ANY .11MATION FROM THIS DESIGN; ANY FAILM TO 4 r O 80118 THE TRUSSES p CONFORNANCE VITN TPI: w rA96IUTiN6. NAImuNG. sBIPPLNO, INSTA(1AT10( 06 mo.C43845 r BC LL 0.0 PSF CA -ENG PBC CWC BRACEIIO Of talus. TUT RESIGN COOGIIIS N1TB APPLI"Ki PNOFJSFONS u NRS, (RAIioIU DESIGN TOT -LD. 36.0 PSF SEQA) - 100249 SP(COICATEON PMESNED IT TFL ANEAM0,1 4REST AND PAP13 ASSKUTEoN) AN TPI. Atoo( * (Ilp. 63D9T Bt C06WCTM5 ARE W.CE OF 20" ASTON ABU 031 GAtf. SIM. EXCIPT AS BOT(0. APPLY CONN(CToRS to DUR .FAC . 1.25 FROM MC TRUSS 09"Im" (1XGNa,TOM. AND ISO AeO 360F4 FS a MUUuca slS[ALBON IBIS C MMIN611. POSITION A"&IEEs OUTCTO 1111 DCSLG1I �� © D O D of Bu olPTttm NINE AA0 $SUL 201 BL RILIID CPU 15 ANY OTHER RAT. 07 CA SPACING 24.0° F N to -0 T3 - HI HA TOP CHORD 2x4 FL ¢1 BOT CHORD 20 FL #1 WEBS 2x4 Fl Standard m - v 0- CONVECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. 2.5X4(Al 4X4- THIS DN& PREPARED FROM COMPUTER INPUT (LOAOS 5 01MENSIONS) SUBMITTED BY TRUSS 11FR CONNECTOR PLATES RUST BE IRSTALLEO IN ACCORDANCE WITH THE REOUIREMEIITS OF I.C.B.O. RESEARCH REPORT #2949. VOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -0 -SPECIAL LOADS (1994 UBC). IN LIEU OF RIGID SHEATHING, TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00' o.c. IN ADDITION, A RIGID CEILIOG OR Zx4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' P.C. MUST BE PROPERLY ATTACHED TO THE 80TTDH CHORD. 2.5X4(A1) s +-0-0 0 X11 0-2-11 6-9-5 J 13-6-9 Over 2 Support R-502 W-3.5' R-502 t-3.5' L -volm IACD I 11 {.1 A {.GI I U. UUV 1V. AYL &%ARAIBW' KISSES AEOUIRE [IIDM CARL It FALLICATLOY. BANKING. SYIFOIRO. WALLING 00 PACING, OEM TO NEN•PL CUID3.I211 INSIALLEIP AND BRACING). PUBLISHED BY TPI MUSS PLATE IISTITIFTE. 6P3 O'OROFEO Co.. SHITE 200. K4015QR. VI S33I9). VON SAFM PRACTICES PRIOR TO yd PERFONMI RG TIKSI FONCIIOBL UNLESS DTSIRBIS[ 1NOICATID. TOP CHORD SHALL But PlullLY ATIACB(0 STRNCTCAAL PANELS. SOITON CHORD SHALL BATE A PRO)ERLT ASTCH[0 RIGID CICLEBD. '•IMPORTANT" FURNISH A COPY OF TRLS VISION TO TBE INSTALLATION COXTRCTOR. AAPINI EIGINEENEO 4 PROPICIS. 1R. SNAIL AOT ON RESPONSIBLE FOR ANY SIRATION VAOH IVIS DESIGN; ATY FAILAIE 10 NOW IME IAUSSES 11 CONFOLNANCE MITI TPI: OR FASAICATEBO. HARDLUHIPPI P. SWUNG. INSTALLATION 0; 110.Ci'I384YJ BRACING OF TRUSS[S. THIS DISICS W002PIS WITH A►PLICABLS PROVISIONS OF NDS (NATIONAL DESIGN 63097 S ICL ICATIOA PUBtISHIO BT THE ANIR1CA1 FOREST AND PAPER ASSOCIATION) AND TPI. AIPIRL * L1ar. CONREQORS ARE MADI OF 20GA ASTB AAS% ON3T CAIV. STEEL. EXCEPT AS NOTEO. APPIT COHRECTCNS TOEACS n1 CRAVINGS [ OF L30.T LSOSA D021 360AAISFS. PARI ENGINEER $TStAI 403 THIS OR 141S2ClAW1N6 APPLJ[SCONLY TOtS PER Tor 0E316R sl�rE•A 1eA`�� 14 LA/ -ill PLT TYP. Al lne 1 TC LL 16.0 0 TC OL 15.0 PS BC OL Cl PS BC LL 0 0 TOT.LD. L' rTRptZ-- PS OUR.FAC. 1.25 SPACING = [-=] = O R-502 t-3.5' L -volm IACD I 11 {.1 A {.GI I U. UUV 1V. AYL &%ARAIBW' KISSES AEOUIRE [IIDM CARL It FALLICATLOY. BANKING. SYIFOIRO. WALLING 00 PACING, OEM TO NEN•PL CUID3.I211 INSIALLEIP AND BRACING). PUBLISHED BY TPI MUSS PLATE IISTITIFTE. 6P3 O'OROFEO Co.. SHITE 200. K4015QR. VI S33I9). VON SAFM PRACTICES PRIOR TO yd PERFONMI RG TIKSI FONCIIOBL UNLESS DTSIRBIS[ 1NOICATID. TOP CHORD SHALL But PlullLY ATIACB(0 STRNCTCAAL PANELS. SOITON CHORD SHALL BATE A PRO)ERLT ASTCH[0 RIGID CICLEBD. '•IMPORTANT" FURNISH A COPY OF TRLS VISION TO TBE INSTALLATION COXTRCTOR. AAPINI EIGINEENEO 4 PROPICIS. 1R. SNAIL AOT ON RESPONSIBLE FOR ANY SIRATION VAOH IVIS DESIGN; ATY FAILAIE 10 NOW IME IAUSSES 11 CONFOLNANCE MITI TPI: OR FASAICATEBO. HARDLUHIPPI P. SWUNG. INSTALLATION 0; 110.Ci'I384YJ BRACING OF TRUSS[S. THIS DISICS W002PIS WITH A►PLICABLS PROVISIONS OF NDS (NATIONAL DESIGN 63097 S ICL ICATIOA PUBtISHIO BT THE ANIR1CA1 FOREST AND PAPER ASSOCIATION) AND TPI. AIPIRL * L1ar. CONREQORS ARE MADI OF 20GA ASTB AAS% ON3T CAIV. STEEL. EXCEPT AS NOTEO. APPIT COHRECTCNS TOEACS n1 CRAVINGS [ OF L30.T LSOSA D021 360AAISFS. PARI ENGINEER $TStAI 403 THIS OR 141S2ClAW1N6 APPLJ[SCONLY TOtS PER Tor 0E316R sl�rE•A 1eA`�� 14 LA/ -ill -1 -1 -Ir - TC LL 16.0 PS TC OL 15.0 PS BC OL 5.0 PS BC LL 0.0 PS TOT.LD. 36.0 PS OUR.FAC. 1.25 SPACING 24.0' Sca a .375"/Ft. REF R427--46415 DATE 03/25/91 DRW CAUSR427 97084033 CA -ENG PBC/CWC SEQN - 100027 FROM MC a -WALK IN RICK DENNY • H2 IIA TOP CHORD 2x4 FL $) BOT CHORD ?x4 FL §1 NESS 20 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMOER PER NDS -91 TABLE 7.3.3. FOR PIGGYBACK DETAILS, REFER TO DRAPINGS 634,016. A625,376. OR 847.D45. 2.5X4(Al) 1 4X40 sx1(I= CONInCTOR PLATES RUST BE INSTALLED IN ACCORDANCE KITH THE REQUIREPIENTS OF I.C.B.O. RESEARCH REPORT #2949. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WIT11 TABLE 16 -8 -SPECIAL LOADS (1994 UBC). IN LIEU OF RIGED SHEATHING: TOP CHORD AND FLAT TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24' o.C. AND 24' RESPECTIVELY. IN ADDITION. A RIGID CEILING OR 2x4 #3 N.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED ® 72' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 4X4® 2.5X4(A1) - -0-0 TRUSS. BELOW o.�il o-�Ll 1 I-9-5 I 10-0-0 13-6-9 Over 2 Supports R-502 W-3-5' R-502 W-3.5' WZ r C, PLT TYP. AIDine T 1-9SNR Design Criteria: UBC 18. IbZCA - 1 - - - F Scale =.375" Ft. Q Q I] o SPINE o TRUSS 0 O ,"A ttRO~tuENDto sto 91ICS �JBAND111C INSTALLING AID,DRACIAM. F O ISM Of IF]SNSTALL IMUSSNFiAII G AND nsTIT011. S3I D'ODOFto DR.. SUITE 100. FADISOR. NI 63PID). "I SAFETY FRAtTTUS FAIOR to F12FONMIND 1NEst TOICTLONS. UNEtIS OTHERWISE IROICATED. TOP CNOID SNAIL DAVE PROPERLY ATTACHED T ATTACHED i1G1O CIEt1MG. SIADCIbM FANCNS. NOTIOII CONSBALL HAVE A PRDPERLAC •(11M ANT•- FWOHISN A COPY OF THIS OESICI! 10 TNC IISTALLATICN <ONTRACTOA. ALPIII ENGENLERIO PNNDICTS. IRE. SIALt NOT RE 4111"NSIKE FON ANY DEVIATION FOUR THIS DESIGN: ANY FAILURE TO BOILS tie TNOSSES IN COFYONIIANCE 1910 TPI: 00 FJONICAT1NG. HAIDUM1. SNLFPIIG. tNSTAILATIDR aN BNACIND OF SAUSSES. FBIS DESIGN COMBOS VAIN APPLIUMI FROTISIONS OF RDS (NATMAL OLSIGN SPECIFICATION PUBLISHED 0Y ENE ANENICAN FOREST All Miff ASSOCIATION) ANO TPI. uP[AF CONNC<iOAS A9C 11ADC Of IODA ASIM AGN QR37 OAIY, S1[EL. [KE►T AS 101[0.. APItT <ONNECTORS f0 CAER FICC OF TRUSS, AND 1D1LISs OTNLNVJSt LOCATED ON THIS DTSIGN. POS91JU COME 101,PER OfTOOTR339. ISO USS DEPICTED RCREAAN; Mt(NNOTEBE' REI tCO t►O1N 10 ANY OTRIi WAY. 5 DTIV TO TNt DESIGN yip y� 4 r = Na � 3 '^ '° * ETR Oil ,rl CIV1t t ��� 'I, 'IE Of CA```D TC LL 16.0 PSF T C DL 15.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT . LD . 36.0 PSF REF R427--46416 DATE 03/25/97 ORW CAUSR427 97084034 CA -ENG PRICK S EQN - 100031 D U R .FAC . 1.25 FROM HC SPACING 24.01 I (DENNY-WALK IN RICK DENNY - 113 TOP CHORD 2x4 FL /1 BOT CUORD 2x4 FL /1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUBBER PER NDS -91 TABLE 7.3.3. IFOR PIGGYBACK DETAILS, REFER TO DRAWINGS 634,016. A62S,376, IOR 847.045. 2. SM (Al AV A,a 7KIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUERETIERTS OF I.C,B.O. RESEARCH REPORT #2949. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). IN LIEU OF RIGID SHEATHING: TOP CHORD AND FLAT TOP CHORD TO BE BRACED BY PROPERLY ATTACUED PURLINS SPACED @ 24' o.c. AND 24' RESPECTIVELY. IN ADDITION, A RIGID CEILING OR 2X4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. !.5X4(Al) -0-0 1 �"RUSS I_ 3-9-S J, 6-0-0 _I_ 3-9-5 _I R-502 W-3.5' 13-6-9 Over 2 Supports R=502 W=3.5' BELOW p M PLT TYP. Alpine TPI -9S R Dei C iteria: UBC 18.1b2 CA/-111-/-I-/F Scale —.375"/Ft. ��1 LJ O O 0 Rj C� 0 CY C3 o � ALPINE T TRUSS 1 RV SS 0 1 CI "WHINGA TaMSES R QUIRE LZUEHt CABL to FABNICATIDN. RIMING. SIIPP]NS- IWALLIAc AAD BRKEUR. REFCA TO "to -9t (NANDLINO INSFALUNS AND OAACINOI. PUBLISHED BY TPI (INUSS PLATE [N SitTUTE. SI3 O'ONOf SO BR,. SUITE WO. MADISON. ME 537191. FON SAFITT tlACTICES JAICA TO Pt9F09R[NG TIESt FLOKTIOIS- ULESS GUERV12C INU7CA1tD, TOP CII0110 SRALI SAYE P10)IRLY AtTACHEO SRRUCIORAL PATELS. BOLTON CASCO Sk" RATE A PROPERLY ATTACHED RIGtO CIELItS. •t"QRr"7.. SMRTISH A COPY OF TRIS DESIGN It THE IYSTAILATION COATRAC"A. ALPIR! ISSIBIREV PRODUCTS. INC. SWILL 201 NE RISPONSIBLE FOR ANY 9MATION FIOM TRIS DtSM: AIT FAItUIE EO BUILD INE IRYSSES 1N CONFORMANCE WITS TPI: 00• FABRKATIIO. NAMING. SKIP%N0. LISTAIIAIION OA /RACING Of TRUSSES. IVIS OLS[SN CONFORMS VITA APPLICABLE PAOFISIONS Of NDS CHATIORAL DES9GR SPEC IIIUTIOJ OUBLISVID BT TIE AlRNICAN fOI(ST AND JAPER ASSOCIATION) ANO TP[. ALPINE CONACCIORS AN Mbt OF IDEA ASTM At33 6937 QALY. STElL, !tC[►T AS SOT[D. APPLY CCMNICTORS TO UNLESSVEOIANINO POSITION ONanCIOR1 PER O �OINCLR ATED O OTHIS O�IM61I]OF I150SANAAND D[S16! OF TV[ TRUSS OIPICTEO NtRt ASD SNAIL LOT G[ RELIED UPON EN ANY OTHER MAT. A� F �r'A y6A i0 = r N, C43845 * 159• 61pyT slidt CE�,•��40Q�� r OF C n1' TC Li. TC DL BC DL BC LL TOT . L 0 . 16.0 PSF 15.0 PSF 5.0 PSF 0.0 PSF 36.0 PSF REF 9427 - - 46417 DATE 03/25/97 DRW CAUSR427 97084D35 CA -ENG PBC CWC S EQN - 100033 DUR .FAC . 1.25 FROM �'iC SPACING 24.0" K IN RICK DE TOP CHORD 2x4 FL #1 BOT CHORD 2X4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER IIDS-91 TABLE 7.3.3. CONNECTOR PLATES MST BE INSTALLED IN ACCORDANCE WITH TUE REQUIREMENTS OF I.C.8.O. RESEARCH REPORT #2949. FOR PIGGYBACK DETAILS. REFER TO DRAWINGS 634,016, A625.376. DR 847,045. 2X4 (Al 4X46 7X6'* rnun..-ern .A.a..T it nAnc t nIA,rmctnwe♦ cm3mTTTrn ckv TOAIcC mco 2 Complete Trusses Required MAILING SCHEDULE: (IOEI—box_natls) TOP CHORD: 1 ROW @ 12. O.C. 001' CHORD: I ROW @ 12" 0.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). IN LIEU OF RIGID SHEATHING: TOP CHORD AND FLAT TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24. O.C. AND 24- RESPECTIVELY, IN ADDITION, A RIGID CEILING OR 2x4 03 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED ® 72" o.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. -0-0 TRUSS BELOW 0 2 11 0.2-11 rl 3-4-13 1 6-9-0 1_ 3-4-13__ _1 R-502 W-3.5" 13-6-9 Over 2 Supports— -1 R-502 W-3.5" AQP.: �.� PLT TYP. Alpine TPI -95 R gesign crlceria: unc 1g. I oz - rfl 0 •,EFW 9305 038-91IpiNUmuIQ IusT u[� AIM 914ixw D UD[[S,IO Br TO11JMUSS Pl4T( TC LL 105.0 PSF Q loft,TItt. $63 D'ONOPID at.. SUIT[ 100. MADISON. it 131L9). FAN SAFETY PRACTICES $RICO TO KOPURlN0 T1E3E OVICTIONS. IWISS OT[EDYISE INDICATED. TOP CAOLO SMALL 144E PAOPI*LV ATIA4ID !� TC D L 5 . 0 I P S C 0 19RUCT@AI PAILS. 6o"CH Gulp SDAu NAFE A PROPERLY ATTACHED RIGIO aEC1M6. THE% DESIGN TO TRE INSTALLATION CONTRACTOU. ALPINE ENGINEERED ".o y ��,. 8C DL 5.0 PSF •LRFORTAOT•• FURNESH A COPY OF FON AIRY D1VI►n0N FROM m%DESIGN*. All FAILCAE TO 4 A T Q PRODUCTS. IrC $VALE Rol 6E AES►oVsltl[ NOILD TSE 1,1153[11 lA COMIGIoA,C[ 09TI TPIR Do FADNECATING. HANDLERS. SMror'IW— ENSTWATION ON s C4 BC LL 0.0 PSF L P J BNACEiR OF TNUSSti. FMES OESINN CONFORMS VITR AP1LtCAOLC PROVISIONS OF MOS IMATIOF[L OESIG, 6 91 TOT . l D . 36.0 P S f Z�TR 31 EC IFICAIJON PUBLIS111 of THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP[. ALPINE DUR . FAC. 11 1.25 �ry CORRECTI,S ARE RADE or IOU ASIN AM 0431 Dur. Stl[l. EXCEPT 4S 14TC0. APPIV COMNECTOOS 10I• [ACR FAC: OF TRUSS. 4r, UMLES$ OTM1111SE LOCATED 01 TIES DCSIGV. POSITEOY CORNEROIS YEN J'j C�y • ��! SPACING 24.0 24. 0 a OWING OMIT TO T,[ OF S10V 01 RIN of C��CL� 0 O Alli OTHERIS OFAiH:NTNUSf•0E1 ICT10 rI'DCAEAAND SNALI� .1E1111 [EOSEAL O OrVAT. REF 8427--46418 DATE 03/25/97 DRW CAUS11427 97084036 CA -ENG PBC/CWC SEAN - 100041 FROM MC 1 rDEtI11Y-WALK IN RICK DEI CHORD 2x4 FL $1 CHORD 2x4 FL 01 WEBS Zx4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER LIDS -91 TABLE 7.3.3. FOR PIGGYBACK DETAILS. REFER TO DRMINGS 634.017. 625.376. �i 1.5X4m a l—' T 2-8-8 2X4 (Al) -0-0 1.5X411 0.2.12 TRUSS BELOW r. 3.6-1 Over 2 SupPortS R-153 M-3.5' R-113 N=3.5" THIS CVG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUMITTED BY TRUSS MFR CORflECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED G• 24.00" o.c. IN ADDITION. A RIGID CEILING OR 2X4 /3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00" o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PLT TYP. Alpine T1-9SIR Desi n Criteria: UBC lRulio�•�ii ,0 819.SSIS 02 [x4 4 410 11 00 JOS[CAH 4LLING AHD DiACINGI.oie�iSH o &T IP1lY(TRUSSNPLATI INSTi IOTE. SIP D•OW 10 ON.. SOME ZOO. PICISON, tl $3119). TOO SAFCTT PR&CIICES PRIOR 60 0 0 Pl1F0aN[YR TBISE FUCTIOIS. UNLESS DIHER43SC 1101CATt0. TOP CHOED SHAH RATI PNOPERIT ATTACHED Q STtOCTURAL PAMS. 80Tr0.Y cgo2D S8AL1 RALE A PROPENLT A[IACHIO AMID CItLIBG. '•11TP03i&YT•• MYISN A COPT OT THIS OESI91 TO TAI IASTALLAT101 conuCIOR. ALPINC (103NEEREO 6tONOCTS- LRC- SUL1 107 BC IESIONSEBLE FOR 60Y DttIAN10A INCH 1.11 DESIGN: ANT I.LURA 10 ALPINE '� 00110 IN. TROSSES 19 COVroQNANC1 TITM TPI: OR FABRICATING. AAADL[30. SYIPPI90. INS14LLATM OR ee&a1D or IA sit THIS otSit l Co1rORMf WITH &PPLluUu Paonslols OF Nos laulolAt VISIGN SPECIFICATION PUOLISHCD BY IRE ANINTC4I FOUST Ata PAPCR ASSOCIATION) AND Tp. Al1INE OTRUSS CONNICTOOS AAT INCE OF to" A31"&652.RR3T GAIT. STCIL LECIPI AS NOTED. APPLY CONNECTOR$ TO (AtR IAC) Q< iNUSf. AND Ullt lfi OTN[NT)SC to"TEO ON THIS DESIGe. POfli[ON COYNtCTONS PtR CRANINOs 330. ISO At' 160 A•F. &N [1011111'3 SIAL OY III: ORAYTIG APPL6[S ONLY TO THE DESIGN IJ Q O Or iN1 TRUSS O[OIC I10 NII[ ANO SNAIL [9T B[ OIL". U.. iANY OT1[A NIT, b2- �g pµi�gg g TT G I Y �l�- DOM& Id f { ' A CA - 1 - - �cTeE5'p Ft . 5 EP;. 63097 C14 . EOfC��\E� TC LL TC DL BC DL BC LL TOT. LD. 16.0 PSF 15.0 PSF 5.0 PSF 0.0 PSF 36.0 PSFJ REF R427--46419 DATE 03125/9 DRW CAUSR427 97084037 CA -ENG PBC CWC SEON - 100043 DUR . FAC . 1.25 JIE21_MC tPACING 24.0" TOP CHORD 2x4 FL #1 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES OESIGNEO FOR GREEN LUMBER PER HOS-91 TABLE 7.3.3. FOR PIGGYBACK DETAILS. REFER TO DRAWINGS 634,016. A625,376. OR 847,045. 4X4- s 1.5X4 B 2X4(Al) Emt-BI-13 7 -0-0 1.5X40 4TTTT 1.5X49 0-X2--11 [_ 2-9-5 -72 3-6 1 Over 2 Supports TRUSS BELOW R-153 U-31Frt113 W -3.S' 1111) UIEb rKtrAKCU rKVPI L•LWIrUItK 11NYU1 (LVi1U3 b UI Mr N31Ud J) QUO PILI ttU OT I1EWQ MV CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE NiTH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' O.C. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' o.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PLT TYP. Alipine 1-95\R Design Criteria: UBC 18.1b2 CA/ -Ill -/-/-/F Scale —.3760/Ft. ` 0 0 ••RANHItlG•• TRUSS!S REDOIRE LMEL9 CARE IR FABRICATION, P1MIRS- SKIPPING. INSTAIUIG AND TPt PLATE TC LL 16.0 PSF REF R427--46420 aRUING Rlcu I0 am•al (BARGAINS IRSTALLMS Aro GRACING). PTAISHEO 0Y (MUSS INSTITUTE. 6a) O'ONOFIO OR.. SO[)E 200. NAOISON. YJ SSV1P). FOR SAFEIT tAACFICES PRIOR TO N Q PCToM FUNCTIONS. OFL[SS OTHIRNISC INDICATED, TOP CHORD SHALL HAVE PROPERLY ATIACHEO �y6, TC D L15.0 PSF DATE 03/25197 © © STBI'CTOAIt PARELS. BOTTOM CADDO SHALE HAYS A FAOPIt LY ATTACHED RIGID t11Lrao. t11GIR1110 �1 BC DL 5.0 PSF DRW CAUSR427 97084038 F ••IPO'ORTARi••FIRRISN A COPT DF TPS DISTGH TO TNt rMALLAIION COHIHACTON. ALPINE FOR ANY OtF1AVl FROM MIS DISIGH; 4NY FAIMIE TO 4 r b0 PRODUCTS. IIC. SHALL ROT at Rt SPONSEBLE RN IuUP THE TRUSSES IN CONFORIACCE WITH TPI: RR FAHIICATIMS, HANDL106. SHIPPING. IBSIAL44TION OL �.�3845 r BC LL 0.0 PSF CA -ENG PBC C WC �TR�U BRACING OF THUSSES. 1915 IESIGN COPFORMS WITH APPAICAOLE PROVISIONS OF ADS (NATIONAL DESIGN 63097 TOT L D 36.0 PSF S E Q N - 100047 SPECIFICATION MLLS111D RV TNt AIOLRECAN FOREST AND PAPER ASSOCEATIOI) AFD EPI. AAPINI . . D UR .FAC . 1.25 f R 011'1 MC CONNECTORS ARE HIM OF 2064 ASTM AM ISR31 "IT. STEEL, tICIPI AS ROVED. APPLY CONNECTORS 10 PIR �.11 EACH FAC[ OF TRUSS. AND ONL[SS DIHERNISE IOCATED ON INES DESIGN. POSITION CONNECTORS ONLY TO THC DC LI GN sl ��� '%�'Oc SPACING ,A 0" 0 O DRAY LRCS 1)0. 150 AID 160 A -F. AN MAKER'S SERI ON 1015 91AVINR APPLIES f C.A{111� OF INE TRUSS DEPICTED HUT AID SWALL RST B1 REU[D UPON 10 ANT DTHER NAT. • 12 -� 4 or greater Botto.r chord diagonal bracing repeated at: each end of the building and at same spacing as top chord diagonal bracing. 1 Over 32' - 48' 4/12 1 15' 1 10 1 7 Over 48'-60' 4/12 1s' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hen -Fir SPF - Spruce -Pine -Fir L�5 -- All lateral braces lapped at least 2 trusses. WARNING: Failure to follow these recommendationscouicresultin severe personal injury or damage to trusses or buildings A Cross bracing repeated at each end of the building and at 20' Intervals. Top chords that are laterally braced can budde together and cause collapse if there is no diago- nal bracing. Diagonal bracing should benai-ed to the underside of the top chord when purl no are attached to the topside of the top chord. =45' DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces TOP CHORD lapped at least 2 Required MINIMUM M.DIAGONAL.BRACE ING (DBS AN MPITCH SPACING(LB Attachment Up to 32 4/12 8 20 15 Over 32'-48' 4/12 6' 10 7 Over 48'- 60' 4/12 5'1 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. All lateral braces 10' or Greater lapped at least 2 Attachment 10° or Greater Required o< xess 3Z / AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. a Up to 28' 1 2.5 7' 17 12 Over 28'- 42' 3.0 6' 9 6 Over 42' - 60' 3.0 5' 5 3 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Topchords that are laterally braced can buckle togetherandcausecollapseifthereisnodiago- nal bracing. Diagonal bracing should be nailed Continuous Top Chord to the underside of the top chord when purlins are attached to the topside of the top chord. Lateral Brace All lateral braces Required lapped at least 2 trusses. 10° or Greater Attachmen Required 2q. or�ess • Frame 3 u• ti . Topchords that are laterally braced can buckle togetherandcausecollapseifthereisnodiago- nal bracing. Diagonal bracing should be nailed art, to the underside of the top chord when purlins are attached to the topside of the top chord. AWARNING: Do not attach cables, chains, or hooks to the web members. 60° Y601or less ss Tag Approximately Approximately Tag Line '/Y truss length '/z truss length . Line Truss spans less than 30'. \ Spreader Toe In Spreader Bar Toe In Approximately Less than or equal to 60' Approximately '/z to Y3 truss length Less thF.n or equal to 60' Toe I■ Tap Line -Toe In 1AWARNING: Do not lift single trusses with spans greater than 30' by V peak. Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set In proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag Line Tag Line Strongback/ SpneaderBar At or above mid -height Tag Line Strongback/ SpreaderBar CAUTION: Temporary bracing shown in this summary sheet is adequate for the Installation of A trusses with similar ccnfigurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design, Specification for Temporary Bracing of Metal Plate Connected Wood 9 P P ►Y 5 Trusses; DSB-89, and in some cases determine that a wider spacing is possible. GROUND BRACI.BUILDING ING ROD INTERIOR GUNBRACING BUILDING EXTERIOR CAUTION: Ground bracing required for all installations. Frame 2 lyrical horizontal to member with raittiple etakea (HT. i 4 . . ............. .. . . ........ TOP CWORD .. ................ . TOP CHORE) gIAGONALBRACE MINIM.UM LATERAL BRACE SPACING (DBS BPAi\ .. H DEPTM: SPACING(LBs) #trusses . s..SP. .... .. togetherand cause collapse if there is no diago- U to 32' 30" 8' 16 1 10 Over 32'- 48' 42" 6' 6 1 4 Over 48'- 60' 48" 1 5' 4 1 2 Over 30' See a registered professional engineer DF - Dcuglas Fir -Larch SP - Southern Pine HF - Herr}Fir SPF - Spruce -Pine -Fir 9 Ib The end diagonal brace for cantileveeed trusses must be placed on vertical webs in line with the support. All al later braces braces lapped at least two trusses. End diagonals are essent al for stability and must be dupicatedo`n both ends of the truss system. =450 20, 1 p (D@s) SFF�h@ 2. fess g2 o� WARNING: Failure to follow these recommendationscouldresuliin severe personal` injury or damage to trusses or buildings. ' A Top ehordethat are laterally braceEpurlins togetherand cause collapse if therdiago- nal nalbracitg Diagonal bracingsho to the urdrside of the top chord ware attached to the topside of the All lateral braces lapped at least two End diagonals are essential for stability and must be duplrcate on both ends of the truss system. IS 301(1)13 s) Tfusses o C, =450 Frame 5 30" or greater Continuous Top Chord —\ Lateral Brace Required 10' or Greater Attachment Required - I Trusses musthave lum- ber oriented in the hori- zontal direction to use this brace spacing. 214/2x6 PARALLEL Continuous CHORD :TRUSS Top chord Lateral Brad Required Top chorda that are laterally braced can buckle togetherand cause collapse if there is no diago- 10° nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Attachmer Required All al later braces braces lapped at least two trusses. End diagonals are essent al for stability and must be dupicatedo`n both ends of the truss system. =450 20, 1 p (D@s) SFF�h@ 2. fess g2 o� WARNING: Failure to follow these recommendationscouldresuliin severe personal` injury or damage to trusses or buildings. ' A Top ehordethat are laterally braceEpurlins togetherand cause collapse if therdiago- nal nalbracitg Diagonal bracingsho to the urdrside of the top chord ware attached to the topside of the All lateral braces lapped at least two End diagonals are essential for stability and must be duplrcate on both ends of the truss system. IS 301(1)13 s) Tfusses o C, =450 Frame 5 30" or greater Continuous Top Chord —\ Lateral Brace Required 10' or Greater Attachment Required - I Trusses musthave lum- ber oriented in the hori- zontal direction to use this brace spacing. Up to 24' 3/12 1 8'1 17 1 12 1/4" Over 24' - 42' 3/1 7' 1 10 1 6 36" Over 42' - 54' 3/12 1 6' 1 6 1 4 4, Over 54' See•a registered professional engineer 72" DF - Douglas Fir -Larch 67- SP - Southern Pine 1-3/4" HF - Hem -Fir 96" ay SPF - Spruce -Pine -Fir �y 0 8' 108" 2" 9' ,yah e5@F sti Diagonal brace also required on end verticals. PLUMB Truss Depth D(in) 12 —� 3 keZar� /Zed All lateral braces lapped at least 2 trusses. AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Lesser of DJ50 or 2" Maximum Plumb Misplacement Line I T ±'/4 1 T ±'/s" L(in) L(m) U200 L(ft) 50" 1/4" 12" 1/4" 1 ' 24" 1/2" 2, 36" 3/4" 3' 48" 1 " 4, 60" 1-1/4" 5' 72" 1-1/2" 67- 84"_ 1-3/4" 7' 96" 2" 8' 108" 2" 9' I T ±'/4 1 T ±'/s" L(in) L(m) U200 L(ft) 50" 1/4" 4.2' 100" 112- 8.3' 150" 3/4" 12.5' Length L(in) Lesser of L/200 or 2" BOW L(in: Lesser of L/200 or 2" L(In) L12G0 ;; L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERAKCES. DANGER: Under no circumstances should WARNING: Do not cut trusses. construction loads of any description be placed on unbraced trusses. Frame 6 This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - FEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions ttat could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itisiheresponsib&oftheinstaller(builder, building contractor, license dcontractor . erector or erection contractor) to property receive. unload, store, handle, install and brace metal plate connected wood trusses to protect life and prooedy. The installer must exercise the same high degree of safety awareness as with any otter structural material. TPI does not intend these recommendations to be interpreter as superior to the project Architect's cr Engineer's design specification for handling, installing and bracing wood ;cusses for a particular roof or floor. These recommeedations are based upon the collective• experience cf leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is advised to obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DAN'3ER: A DANGER designates a co edition wl-erefailure to follow instructions or heed wam- ing wil" most likely result in serious personal inj.lry cr death or damage to stru-.tures. AWARNING: A WARNING describes a condition where failure to follovVinstructions could result in severe personal injury or damage to structures. ,d94 TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities inrolved, be presented as a guzide.forthe use of a qualified building designer or installer. Thus, the Truss Plate InatiYite Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained he;einbybuilding designers, installers and others. Copyright ©:,by Truss Plate Institcte, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in _he United States of America. CAUTION: All temporary bracing should be no less then 2x4 grade marked lumber. All connections Ashould be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. ,TRU,SS',STORAGEIL CAUTION: Trusses should notbe Aunloaded on rough terrain or un- even surfaces which could cause damage to the truss. CAUTION: Trusses stored horizontally shculd be supported on blocking to prevent excessive lateral bending and lessen moisture gain. A& WARNING: Do not break banding until installation begins. Care should be exercised in band ng re - moval to avoid shifting of individual trusses. JAWARNING; Do not lift bundled trusses by the bands. Do not use damaged trusses. JA CAUTION: Trusses stored vertically should be braced to prevent toppling or tipping. ADANGER: Do not store bundles upright unless prope-lybraced. Donotbreakbandsuntil br.ndles ars placed in a stable horizontal position. DANGER: Walking on trusses which are lyi ig flat E is extremely dangerous and should be strictly prohibited. Frame 1 1 NOTES 3m D kC va 0 RESIDENTIAL PERM;042=59=0-057 - - - - 99-0838 B"' ^- MURFREDI, Gino & Mary -- - + 3165 Willow Bend Dr, Chico { ktrellis/patio) Denney Const SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Dat Signature CHECKED BY z' i �K 1 t �f `7 t h 3 f RESIDENTIAL PERM;042=59=0-057 - - - - 99-0838 B"' ^- MURFREDI, Gino & Mary -- - + 3165 Willow Bend Dr, Chico { ktrellis/patio) Denney Const SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Dat Signature CHECKED BY COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES-BUILDINGDIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 , PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT AS S ES SO PARCEL NUMBER 042-59-0-057 ZONING BUILDING PERMIT OWNER GINO AND MARY MURFREDI7,483 TELEPHONE - SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 3165 WILLOW BEND DR, CHI 7 CONTRACTOR'S NAME DENNY CONST TELEPHONE 342-7055 CONTRACTOR'S MAILING ADDRESS 236 WEST EAST AVMM STE 263, CHICO 95926 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS ' Total Valuation $ ARCHITECT OR ENGINEER : j<i -, UCENSE NO. Filing Fee $ 20.00 Permit Fee $ 99.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ 64.35 BDJU II NBED DR ,,MICO r Energy Plan Checking Fee $ $ PERMIT FEE $ 183.35 1L0T 1II SUBDIVISION'S NAME ^USEOFSTRUCTURE PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 SF ff Duplex ❑ Mobilehome ❑ Other speclFv 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 PRemodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: TRELLIS OFF REAR PATIO Gas piping system 1- 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200, OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that 1 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.P License Class d3 4C— 'S _'� Lic. No. '„5/ 2 Z 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 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.) f2. 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' co7ensation provisions of section 3700 of the Labor� forthwith co. ply withzthose provisions. X ___ Date 4,�G_ �� _ _ Signature of Applicant - ❑ Owner 9 Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction///,�of structures over 3 stories in height. Main Service 200A To I000A 46.00 NEW CONST. DWELLING OCCUR OR ADDNS. ( SO . NON-RESNFWCONDT MULTI -OUTLET @7,50 OWER APPARATUS b SINGLE OUTLET CIR. Ex. Occup. OUTLET oRFocruREs BAS@':0 Ex. Occup. ouTEitDrs AE Is o.oe.A 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TY4T:O:T AL FEE $ 185 HOZ. DFEIMP .. _. FLOOD r CDF pAfICEL' D dSSUE 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. ByrrDate � 4�V:I�aw PERMIT EXPIRES ON (/ SI �l� Illi 1 Dale Receipt No. FL� �'SY '5 � WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT .;='OK' 0 = Not OK - = Not Applicable MOBILE HOMES = Not Ready. Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s / P Nat. or / /"L"ft./ /'LPG 1. 7. Well Clearance & Disconnect 2. 8. Utility Clearance 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing Date Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures Card B-1 Date Card B-1 Date Carports; Windows -Doors Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector Date 7. Water and Sewer Connected -C/O to Grade -HD Approval Date 8. Gas and Electricity Tagged Date 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal 4. Elec.; Receptacles and Lighting, Distance-GFI Date 5. Card B-1 Date Card B-1 Date 6. Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills -Anchors- Studs- Rftrs-Trusses - 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards- Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK 0 = Not OK - = Not Applicable = Not Ready - RESIDENTIAL (; Date Card B-1 Date Card B-1 Xnderfloor (Plans) OK except #'s FRAMING (Permit) OK except #'s 40. Zon ing-Setbacks-Ease ments- Flood-Slope 41. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Bearing Walls over Girders & Floor Nailing 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ r Ftg. Depth 44. 4. Ftg., Porches & Decks; Soils-Steel-/ r Ftg. Depth Headers & Beams -Size & Bearing 5. Stemwatls, Main; Steel-Blockouts-Wrapped Garage Fire Protection Framing 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Property Line Firewall & Openings 6a. Hold Downs and Special Anchors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 7. Sla Steel-Wrapped Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection iers-Fireplace Ftg.-Steel Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 9. D.W.V.; Fall-Fitting-Test-2 Way C/O-Sewer Test Siding -Nailing Veneer 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 11. Water Pipe; Test-Anchors-Regulator-Service Test Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Shear Walls; Nailing -Bolts 13. Plenums & Ducts; Clearance-Material-Support-Ins. Brace Interior/Exterior Wall Panels 14. Girders-Sills-Anchor Bolts-Joists-Vents-Crippies Insulation -Walls -Ceilings 15. Access & Ventilation Infiltration -Walls -Windows 16. Insulation Date Date (m- `j Date Card B-1 A-?j Date Card B-1 Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent-Access-Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor-Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 19. D.W.V.; Test Fittings & Anchor-Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor-Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor-Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails 70. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Elec. Outlets & Receptacles at Kit. Counter 23. Fixture & Transformer Clearance-Ins. Protection Garage Fire Door; Swing -Landing -Closure 24. Elec. Receptacles Spacing-Lights & Switches at Doors A.C. Duct in Garage -Damper 25. Size Boxes & No. of Conductors Stapled Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 26. Romex Installed Close to Edge of Studs & C.J. Plb., Elec. & Mech. Equip. Listed for Location - 27. Equip. Ground made up w/Mech Fasteners-Bond Gas 8 Water Elec. Receptacles in Garage (F.F.I.)-Romex Protection 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Insulation -Foam -Looked in Attic 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At Guard Rails & Deck Construction -Post Caps 30. Range Circle / / ga Cu or AI-Oven Circ. / / ga Cu or Al Insulated Neutral U Yes I] No Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Service-Riser Conductors & Ground Main Disconnect Clearance Looked under Floor U Yes 32. Equip. Clearances Panels-Motors-Mech. Equip. Following Instld./Drive U Yes U No/Walks J Yes U No/Planters U Yes U No 33. Clothes Closet Light-Shower Light-Spa Light Stucco Brown -Finish 34. Smoke Detector A.C. Unit Disconnect, Electrical -Plumbing 85. Date Card B-1 Date Card B-1 Date Card B-1 Date -Card B-1 Date MECHANICAL (Permit) OK except #'s Ventilation Throughout House 35. A.C. Ducts Insulation & Support Glass Protection 36. Vent Fan, Exhaust above insulation Corrections from Previous Inspections 37. Condensate Drain & Overflow, Size & Grade Gas Test -Meters Tagged, Gas -Electric 38. Furnace-Vent Access-Comb. Air-Return Air Vent 115 outlet Water & Sewer Connected -C/O to Grade -HD Approval 39. Attic Access & Platform if Furnace in Attic Energy Compliance Certificate -Other Certificates 94. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing 'Ingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location - 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor U Yes 82. Following Instld./Drive U Yes U No/Walks J Yes U No/Planters U Yes U No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: NOTES C� RESIDENTIAL .042-59-0-057 99-0839 B,P, PER. - MURFREDI , -Gino &- Mary � 89 �"'q31 3165 Willow Bend Dr, Chico knew pool) Denney Const 9�.. o owuE(2 CALCES - NC- f{►2&o A Coa�RACT62 X166 To carnpc..ETE FERmrT C01-'RFCT10A,' '761" & WILL i*U- For- Ad fNSPEcT1o"/ wNEN RE9oy C . SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER y io i / v JOB FINALED (Date) f-1 �1111N 1 Signature - (PIP CHECKED BY 4 i 'E f f j (S t f 3 SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER y io i / v JOB FINALED (Date) f-1 �1111N 1 Signature - (PIP CHECKED BY COUNTY OF BUTTE BUILDING DIVISION 14 DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 'a CORRECTION NOTICE IM U r-FIed �� 0e3 S OWNER �t PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. u° Ay, , f ,- QV eS+ W(15 0-ladC (;P -- f -vd& ;rfiyd& x'10► r -ow e-, {-ply '/z k&fi-- h-eIGDa �YV� ✓Ci �D GjG(r✓1 �'CCPSS �5 YPC�!/PS}rc% :� ei� 5-e r% - le r Date �l2 Inspector ' y 1 Yew } REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 k ......... COUNTY OF BUTTE........ '. BUILDING DIVISION , DEPARTMENT OF DEVELOPMENT SERVICES ' 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE POO L h F2` OWNER 1f2ELc.IS PERMIT NO. '• A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional ,- explanation, please contact the Building Inspector as indicated below. 00tZ Z. EEoe I_ .s 1 2 F[[ c c HAUE N«T Rc-rm Fi i 4LCjG uN cy k rJ 10 PAV.s O tR PFRryri -TLS) 1111)( -ATI W//1 ,RE N+.. Date l O � Inspectory((wA4 -_ REV 4/05 Phone # J! FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 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 OWNER PERMIT 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. V'7 n % 10i4ov •e vim/ Date `I 1 — Inspector REV 10/i 2 COUNTY OF BUTTE 1 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 = �3 PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address d should be corrected. Please notice this office when correction of work is completed. If ou have any questions pertaining to this matter, or need additional explanation, please con ct this office immediately. / /a% .57///, za 9/9/1 jF Date Inspector 4 �-e REV 10/92 COUNTY OF BUTTE BUILDING DIVISIONF# DEPARTMENT OF DEVELOPMENT SERVICES 41 1r Main Street • Chico, CA a (530) 891-2751 " { 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the i.3 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. s Date '512 D / Inspector REV 10/92 e r w+L (Rev. 12/96) COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT ct L _2z ASSESSORPARCELNUMBER 042-59-0-057 ZONING ,p BUILDING PERMIT OWNER GINO AND HARYMHURFREDI TELEPHONE SO. FT. OCC. BUILDING VALUATION EST 25,000 OWNER'S MAILING ADDRESS 3165 VTILLOW BEND DR CHI00 95963 CONTRACTOR'S NAME DENM CONST TELEPHONE ' 342-7056 CONTRACTORS MAILING ADDRESS 236 WEST EAST AVENUE STE 263 CHICO CA 95926 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation is ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 252.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE $ 'nr, on LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing ee . 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other POOL 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 ❑ Installation ❑ Other ❑ Describe Work: NEW SWIMI`iING POOL MSSTER 509-94 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI W 920.00 PERMIT FEE $ 35.00 ELECTRICAL PERMIT Fling Fee 20.00 RLE Main Service 2o.A 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. Q License Class es LIC. NO. � Q f 2— ' 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 TO Main Service ( TO 46.00 NEW CONST. DWELEL OCUP. DWCCU OR ADONS. ( 6 ACC. BUDS. SO 3.50FT. NON-RESID. MULTI-OUTR_EW —CONST LETS @7.50 POWER APPARATUS & SINGLE OUTLET CR. EX. Occup. OUTLET OR FIXTURES BAS @': o Ex. Occup. ouIXTLEEOTs RF�SIOOFRA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 30.00 PWLPERMIT FEE $ SO.00 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ 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.) f 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' c6mpensation provisions of section 3700 of the Labor Code, I shall forthwith qII4mply with those provisions. X _r+- Date 4=2=y� Signature of Applicant - ❑ Owg%f © 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 TOTAL FEE $ HAZ. ,- D. FEES IMP _. FLOOD -._ CDF ._ PARCEL - Ir0 D 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. !!JJ/� �CRy►t'tx% =i By � / �sf�� Date PERMIT EXPIRES ONy __%/ %//46, Defe ReceiptNo. ? (�' 4'i 4/ V. 116, WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ✓ = OK a= Not^OK = Not Applicable MOBILE HOMES . = Not Ready ' Date " MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L -ft. / /'Nat. or/ /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas: MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricitv Taaaed 9. Tie Downs-TVDe-Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occuoancv 12. Permanent Foundation Only: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS i Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports: Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B:,I, Date Card B-1 Date FINAL (Plans) OK except #'s Se cks-Easements Compaction- Str ure Stability ool Structur Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. ec.; Pool Lighting; 15 Volts-GFI lec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxe -Enclosures-Panelboards-Ins. to Main in Conduit 9. alth Department Approval Plumb � Cir. Test -Water Supply Test ,ght Niche Date S'(} j-9cj Card B-1 Date Card B-1 Date ` ' Card B-1 (2A Date Card B-1 I J = OK 0 = Not OK - = NotApplicablg RESIDENTIAL (Single & Duplex) = Not Ready a Date Underfloor (Plans) OK except #'s 9. Date FRAMING (Continued) - 1. Zoning -Setbacks -Easements -Flood -Slope Water Pipe; Test -Anchors -Regulator -Service Test 46. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 14. 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Insulation 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 4. Ftg., Porches & Decks; Soils -Steel-/ /" Fig. Depth Date 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped Water Htr.; Vent -Access -Combustion Air Baffle 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 20. 51. Garage Fire Protection Framing 6a. Hold Downs and Special Anchors Gas Pipe; Sixe & Anchors 52. Property Line Firewall & Openings 7. Slab, Steel -Wrapped 53. Ext. Doors -One 3' -Check Garage 3rd Story 2 Exits 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation 26. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date 54. Card B-1 Date Card B-1 Date 55. Card B-1 Date Card B-1 Date 56. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At Date 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes O No Date 31. Service -Riser Conductors & Ground Main Disconnect Date 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Date 66. Card B-1 Date Card B-1 Date 67. Card B-1 Date Card B-1 Date 68. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet _ 39. Attic Access & Platform if Furnace in Attic 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper Date 76. Card B-1 Date Card B-1 Date 77. Card B-1 Date Card B-1 Date 78. FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Undertlr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance _ 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Mach. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./Drive J Yes ] No/Walks :1 Yes :1 No/Planters Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: MMM■■^M■MMM 1t■■■ ENSUE MEMPMPIGNME HEEL JOKE MMk mon ■W•M�IME NEP, I /SO P i■ � '\ \.wdLJMLAb—A Materials Engineering File No. 97795 Testing and Inspection 28 Ap r i l 1997 Crane Certification Butte County Building Department 3080 Thorntree Dr. # 7 County Center Drive Suite 35 Oroville, CA 95965 Chico, CA 95973 Attn: Mr. George Kellogg Gentlemen: RECEIVED MAY 0 7 1997 BUTTE c�%� - BUILDING DIVISION We have completed an Expansion Index Test (UBC Standard 18-2) on a sample of soil from the building site at 3165 Willow Bend Drive in Chico. The Plan Check Number for this project i -s 97 O663 and the APNTks''042-5 L -i057, The sample of soil used in this test was obtained near the center of the building pad at a depth of 12" and delivered to our laboratory by the contractor. The result of the test was EI = 5. Based on this test result, it is our judgement that no special construction features are required to mitigate the effects of soil expansion. Please call if you have questions regarding this report. Very truly'yours, APPLIED TESTING CONSULTANTS, INC. J G. Sears, PE Phone (916)891-6625 Fax (916)891-4243 ►u EARS ��� NO. 23199 Expansion Index Test File No: 97795 Client: Rick Denny Construction Project: 3165 Willow Bend Drive Contact: Mr. Rick Denny Soil description: Brown Sandy Silt Sample location: Jobsite Sample taken by: Client Depth of sample: 12" Below FPG Moisture determination •11 Gross wet wt: 414.6 111 Gross dry wt: 379.2 Pan wt: 81.1 Net dry wt: 298.1 Moisture Loss: 35.4 Moisture content: Density determination Wt of soil & ring: 579.4 ' Tare of ring: 200.1 Net compacted soil wt: 379.3 Dry Density, pcf: 102.8 Saturation determination Volume of solids: 0.609 Volume of water: 0.196 Volume of air: 0.195 Degree of saturation: 50.1% Gross final wet wt: 256.7 Gross final dry wt: 226.3 Final moisture loss: 30.4 Final net dry wt: 145.2 Final moisture content: 20.9% This test was Reviewed by: per ASTM D4829-88 Start: 2 3 4 5 6 7 8 _g 10 11 12 13 14 15 16 17 18 19 20 Final: Engineering Cohasset Road Testing and . Chico, CA Inspection 95973 Crane (916) Certification 891-6625 Date: 27 -Apr -97 Tech: J. Sears Expansion Index: 5 1 1111 /1 1 1111 ® 1 11 111 : :11 1 11 • •11 1 /1 :11 111 I-- 1 11 1 11 Expansion Index: 5 RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: BUILDINGP ER:q PLAN CHECKER: M.j A.P. NUMBER: - (0142--SqQ -057 Zoning requirements: (side yards and number of permitted living units). Valuation. Plans signed by designer. 'P4 -A4 +0 6e- A-4 Proper description of work on application. Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). . Complete to scale plan with dimensions. t Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). Minimum of one 3'0" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. r Roof construction details complete enough to construct building. 0X ► Z 10 a Rafter ties or bearing ridge beam. i �UAZ Fireplace construction details and calc. if necessary. Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection requirements. Header size. Sheetrock nailing inspection required? July 1996 3.2 Stairway details: landings, rise and run, head clearance, handrails (Section 1006). j Guardrail details (Section 509). Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501). Roof covering type ; (fire h�zerd). Foam insulation - protection. 36" halls and stairways. Living area over garage - complete I -hour separation required on garage side including supporting walls and posts. ►� Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). + Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design. Flashing at all exterior openings. C.D.F. responsible area requirements. M July 1996 1 6 3.3 And when recorded mail to: Building Division #7 County Center Drive Oroville, Ca. 95965 97-015220 G `NOT COMPARED :WITh ORIGINAL DOCUMENT AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to berecorded 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 this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including;: but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, 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: Date: �&219 PRC RTY 0 oc el e Denney State of California County of Butte On 4-23-97 before me, Julie L. Schulke personally appeared Rochette Denney personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. tUaEk •• Julie L. Schulke ; V Comm. #1- 92341 CALIF tUr -� �"��eal' v ~ OTARY PUBLIC • CALIFOFiNIAQ . Signa BUTTE COUNTY o Jul e L. Schulke Comm. Exp. March 24, 2000 A.P.#��- .;;,,,.'Y-I�,1:•"i..-,.w+`..��t'%':-"'�y�yw-�.ry°c..`t���-�('f �4�.. w, vX,d'tl"-'r.;.ri��j�v-"n'w.we^Y"^r."r+.r".u'r"�/�r..�4-• , ti. -.� ,_ BUTTE COUNTY SCHOOLS IMPACT FEE°CERTIFICATION FORM (One form per Building) School District <C c� {� iBuilding Department No. A.P. Number �2..�g0. Jurisdiction: City ® County Property Owner f r k En/n/ f_ Property Location/Address ,L6 Subdivision bi f j t o LW 8 i:A Lot No. {r Residential Development Sq. Footage No of Living Mobile Home Addition (Group R)..- Units ).:Units Installation Commercial/Industrial Sq. Footage New Addition (Including Exterior Roofed Areas) Building Department Representative Date (rioor rians reviie�wea Dy acnooi uistnct versonneil District Identification -No.C-S-rU V/l School District certifies that 1 (Applicant) ID1� ��X ��� 32-700 (Street Address) 0 (City). has, complied with the requirements of Resolution No. representing 3 D square feet. r School District (State) (Phone Number) (Zip Code) by payment of $ B 2926 $ ULL MITIGATION $ Date Paid by Check # Remarks: Notice; You may protest the imposition of the fees identified above by submitting afwritten 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 (building department), Pink (school district) feeform.xls (2/97)dmm Apr.28 '97 8:50 APPLIED TESTING TEL 916-891-4243 P. 1 ♦ w� Materials Engineering Testing and Inspection Crane Cerilticatton `x050 Cohasset Road Chico, CA 95026 FAX TRANSMITTAL COVER SHEET DATE: too -a& - cj'7 FROM: APPLIED TESTING CONSULTANTS TECH: Number of pages including cover: 3 Remarks:, TIME: og zZ) FAX # --53 g - ?.s 4 d FAX # (916) 891-4243 PH. # (916) 891-6625 WJ QT - - &Alt 0 IN E lf transmittal is not clear please call (916) 891-5625. In case of transmittal recieved by unauthorized parties, please forward to company and fax # listed above. (916) 891-6625 �- ■ MolerWlR Enrylnee'ring File No. 9 779 5 Te,r,.ling and inepeciion 28 April 1997 Crane Cerdficauon Butte County Building Department 3i1807'horn1rrn,nr.#7 County Center Drive s,lito35 Oroville, CA 95965 Chico. CA 95973 Attn: Mr. George Kellogg Gentlemen: We have completed an Expansion Index Test (UAC Standard 18-2) on a sample of soil from the building site at 3165 Willow Bend Drive in Chico. The Plan Check Number for this project is 97-0663 and the APN is 042-590-057. The sample of soil used in this test was obtained near the center of the building pad at a depth of 12" and delivered to our laboratory by the contractor. The result of the test was El - 5. Based on this test result, it is our judgement that no special construction features are required to mitigate the effects of soil expansion. Please call.if you have questions regarding this report. Very truly yours, APPLIED TESTING CONSULTANTS, INC. 74 G. Sears, PE i Apr.28 '97 8:51 APPLIED TESTING TEL 916-891-4243 P. 3 SMO APP . IED - Moneeratezwa ce Fh�glneerarQ Cohaeaet Rood ieaftg wW CWce. CA 11111FR111"O"10 It T1 Inspecdon 9S973 CONSULTANTS Cwti (918) ert)fkwttcn 991825 Expansion Index Test Fk No: 97795 Date: 27 -Apr -97 client: Rick Denny Construction Tech: J. Sears Project: 3165 Willow Bend Drive contact: Mr. Rick Denny Soildescription: Brown Sandy Silt Sample location: Jobsite Sample taken by: Client Depth of sample: 12" Below FPG Moisture determination Gross wet wt: 414.6 Gross dry Wt 379.2 Pan wt: 81.1 Net dry wt298.1 Moisture Lose: 35.4 Moisture content: 11.9°ib Density determination Wt of soil & ring: 579.4 Tare of ring: 200.1 Net compacted soil wt: 379.3 Dry Density, pcf: 102.8 Saturation determination Volume of solids: 0.609 Volume of water: 0.196 Volume of air: 0.195 Degree of saftav dors: 50.19E Gross final wet wt: 256.7 Gross final dry wt 226.3 Final moisture loss: 30.4 Final net dry wt 145.2 Finol moisture content 20.9° This test was performed per ASTM D4829-88 agiaLmr rmw, Expansion Index: 5 M NORTHSTAR ENGINEERING 20 Declaration Drive - Chico, CA 95973 (916) 893-1600 FAX (916) 893-2113 STRUCTURAL CALCULATIONS PROJECT JOB NO. LOCATION l�.l I Leo 1,�1 N D D 2, DATE 2 CODES: Uniform Building Code, 1994 Edition AISC, Manual of Steel Construction, 9th Edition' ACI, Manual of Concrete Practice, 1988 Edition AITC, Timber Construction Manual MATERIALS: Concrete: f'c = 2500 psi @ 28 Days - Masonry: f'm = 1500 psi Mortar: f'c = 1800 psi, Type "S" Grout: f'c = 2500 psi @.28 days Q,0FESS1ojV Steel Reinforcing: A-615 Grade 40 for #4 and smaller yo M. Ef A-615 Grade 60 for #5 and larger c`5'F� do 4Q�Y tructural Steel: ASTM A-36 eel Pipe: ASTM -A53 Grade. B a CO3 910 eel Tubing: ASTM A500 Grade A or B chine Bolts, Anchor Bolts: ASTM A307 Grade A od Connectors: Simpson Strong -Tie or equal.. od: Light Framing: Const Grade Douglas Fir Struct Lt Framing, Joists & Planks: D.F. #2 Cl o4 Beams & Stringers, Posts & Timbers: D.F. #1 CF CALM Plywood: A.P.A. Rated . Sheathing, . Grade CD, UBC Std 2579 Glue -Lam Timber: ANSI/AITC A190.1-1992 Simple Spans.: 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: Roof Live Load: I(o psf Floor Live Load: 4 0 psf Seismic Zone.: 3 Wind Speed: mph �o � Exposure: ( t Method 2 use_ .d un -less otherwise noted. 00'. C��7 b - Allowable Soil Bearing I psf y o�,���� ARE SPECIAL INSPECTIONS REQUIRED ? GENERAL: Any structural or non-structural items that are n6ttV/11` .specifically addressed in the following calculations and or details are designed by others and are not the responsibility of NorthStar Engineering. Verification of the soil conditions at the project site to determine the expansion index or bearing capacity is by others. Page 1 of BY: J �l 127— DATE: 4/97 JOB NO: 59 (04' PAGE 2 OF PA[ZTAL- TH ATT Do (�fp,AVIT"( 9ooF NwthStar ENGINEERING Civil Engineers* Planners* Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893.1600 FAX 916.893-2113 L AT�-,-(A L D. S I 'N r- oz;--._ �jA L ` LS N 0 LY 1i.yGG- Z;�72lo f---4 - I,R>q✓__IT��._DI G'tIJ .� gY oYT} F P-^ I" 11J G `_ 3. 8 G� Y.P, b D. : 2 ISG i I. q - p I� ,Z Z., o LL- _PSP I,1 A sTi-I Goy_ �� Ste_ tL f ; BY: ...IMR DATE: 4/017 JOB NO: 5:�ka' 4 - PAGE 3 OF WrthStar ENGINEERING Civil Engineers* Planners• Surveyors i L AT r-,IzAL SG N o ScALf✓ _ _ � . � 3 I i � 1 I r.. 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893.2113 BY: J r'1 p NwthStar DATE: 4/17 ENGINEERING JOB NO: 5-1(p LF PAGE 4' OF Civil Engineers* Planners *Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 PaR.TIAL TSI A� P�si�iJ 5 LINA I Z s.lil� Gov��Ns. gY I►�P v 14(,50). p�z- qo(9/ZalMZ).o� 4+4 2A 0�,l 2 - Z CIA 17. = Z:'7. MAX_ U1- 7AF::-r. T -o ToP I e, 31 q- P L..I; lel II GG 2 3 2 (o :. No ANALYs..lS. (z-.aUI��D l Y: IP 1PL ATE: 4-117 JB NO: 501 �O AGE G> OF NwthStar ENGINEERING Civil Engineers Planners• Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916.893.1600 FAX 916-893-2113 BY: J �l p- DATE:197 JOB NO: r,-)9• &4 - PAGE & OF L INS F u=. NwthStar ENGINEERING Civil Engineers* Planners *Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893.2113 i s t 4 ti' = 4_ ci _ 14. L4 H o �2=2 riG I -3 HAX _.__.__L_ l •- ! 1 I • I _I I F _�T 2-I_ • __.►!�� 1 Zo=� dol:. To P =P�_ ��IG� A BY: .J► I - DATE: 4117 JOB NO: 5q&4 PAGE 7 OF NwthStar ENGINEERING Civil Engineers Planners Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 V-. 3gC 40 ( 28 o :022 " .. 2 ` _I Z:�: o l �o -t_�o4%�2)-01 2 (Z; �? 3�.(a r (IAX STP -OT f 1✓ 45 -6 z I �2 1 -t"oP PL- SPI_IG � � i SHEAR WALL SCHEDULE SHEAP WALL NO. 1& NOA2 MOZ NOA NOA55 NOA NO,�j NOk ALLOWABLE LOAD/FOOT 260 380 490 550 640130' 980 1080 1.2.8 PLYWOOD 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8"G STRR UCT I CDX CDX COX STRUCT I CDX STRUCT I 3 BOTH 3 BOTH 3 SIDES SIDES EDGE NAILING Shc@6" Sd(@4" Bd(a3" BdP3" dP2"4Sd(@2"¢ , SdP3" SdP3" FIELD NAILING ad (@ 12" ad (@ 12" ad (@ 12".. ad (@ 12" ad r@ 12" .Bd (@ 12" ad is 12" ad P 12" SILL NAILING" 1C6d P 4" 16d (@ 3" 20d (@ 3" 20d (a 2' 20d P 2" 20d (@ 2" 20do-1/2 M.A. CLIP, BLOCK LS50 L550 LS90 LS90 LS90 1-590 LS90 A35 TO PLATE P 22" (a 14" (d 16" (@ 16" P 12" (@ 12" (@ 8" P 4" ANCHOR BOLT 5/8" 0 5/8" 0 5/8" m 5/8" m E5/8110 5/8" 0 3/4" (P 3/4" A.B. (SPACING) 52" 36" 28" 24" 20" 16" . 16" 16" ANCHOR BOLT 1/2" 0 1/2" 0 1/2" (P N.A. N.A. N.A. N.A. N.A. A.B. (SPACING) 36" 24" IS" NOTES: I. OVER DOUGLAS FIR FRAMING 2. ALL PANEL EDGES BACKED WITH 2 -INCH NOMINAL OR WIDER FRAMING U.O.N. 3. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE AS SHOWN IN NOTE #4 4. APPLIED OVER 3 -INCH NOMINAL OR WIDER FRAMING WITH NAILS STAGGERED 5. STAGGER ALL SILL NAILS 6. SIMPSON MANUFACTURED CLIPS OR APPROVED EQUAL 1. 1/2" TI-1I'SIDING MAY BE SUBSTITUTED FOR 3/8" PLYWOOD WHERE OCCURS C") N = O C) O m ca n rn D r r D W T Z CD D C) co DO to G N m BY: DATE: 4111 JOB NO: PAGE OF 14ofthStar ENGINEERING Civil Engineers • Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 cAi ULATIoit1� ;=o,�. Gil,!- NAi�I�1G, AGHoP- F3oi-TG P H E, A RIS A I -i GA PAG I T'i Z-7 2- . �aLT� P�Iz 4 USG 2 11.2 _ TA& e,: 22 �l8'I 1820 + I QE C L3 i2&Q I g01 -1I 2�2 1700. Pool -T 2 2 A I LOA DJ` BILI- FOOT I NAIL- PoP-TT ANS HoP� 8C�2 L --T 72- 2122 Ai 24:�,0 11(oD411 (IZZ)-;w�,- 12- ZI NAIL, SHEAR I--JAL-L. LOA DJ` BILI- FOOT I NAIL- NAIL GAPAGITY ANS HoP� 8C�2 L --T ANGHO =-O, i C- APAcIT`t' Ai 24:�,0 11(oD411 (IZZ)-;w�,- `5I0 a�52ii .23 (I. Zoo)=,Zoo ilZ (.841)= .210 ' `x(122) = 4a1� r3 le p) 56,x' .;22 (I 'Z=,Lr20 X12 LG�I o�{cl 84'1 -� 420 A 410 162 3'I 4(122) =alp 45I8 24-x'. .4 -;-?(1.26,)=.540 A4- 22) = 4�0 �� 0 20'� 732 �I8 26,'` A 7�0 1&,D 2" (12,z).= 73Z 1 'IZ" 8(I 22)-190 8 A j i 080 N . A . t�l; A . 314 cD I &" .7c2 BUTTS COUNTY PARRS DEVELOPMENT FEE CERTIFICATION FORM .CHICO AREA RECREATION AND PARR DISTRICT Assessor Parcel Number(s) 5-qo- nS7 Property Owner ( e k FAIA] E t( Project Location/Address W r (L o W B £tits Subdivision 1A) (C l v1n1 Q 1�N� Lot Number (s) % Residential Development: (check one) New Development _Alteration/Addition _Mobilehome(s) _Non -Residential to Residential Total Number of Dwelling Units Comment: Building Department Representative Date Chico Area Recreation and Park District(CARD) certifies that (Applicant Name) / (Phone Number P6 1---370-X 3z -- (Street Address) c C-0- 557 (City) (State) (Zip Code) has complied with the requirements of Butte Co. Resolution No. 90-140 by payment for dwelling units @ $1,189 for total payment of $.1.1 gi CARD Representaktive Date PAID BY CHECK NO. REMARKS: BANK NO. PAID BY CASH RECEIPT NO. Distribution: White --Applicant Yellow --Butte Co. Building Dept. Pink --CARD Goldenrod --City of -Chico Building Dept. 0+11W/77 park.fee (form revised 11/90) �:��: • i f t , i + ; { l : ! ? { i I • ----t--- ._ s , I > i ! `j n. 5-1 .-: 41-61 O S ? <j -6j Sic S�itlic� s 1 R i 2!47�- 11 24- } { t } S VJ5 i t_ { i ! � J �/• 1 L j f - : { DF ; ,TION SKETCH eP. i..DLA- -►- �0 Al ! ; ! i t i ! 1 e l.. tv.ry�► �- . P.S. N-PR-oP- sfz� OM `cast communications REMONAL OMCE: 4350 PELL DR.. SACRMAEWO, CA 85838 ; �L___..�._._�._'_�•,_-'- � �___,_"t.___-'i.__ � r __,�_�� _�._,..__�_�_}._ i �..._ ! � _ �_i--�' � i 3 ✓� _� .__.1_—_.i j ; i i ! t e �- fl i i � i S • ' �-�-- '�- ��_ � i--�-'--; �___r.__--;--*._..t_ + - �.--�----+----+-..__;___. �__-�_-�-_ i i �-...__. _�_ COMCAST UPGRADE LOACI'ION: i ^� W2 ; ` ..;._ { � , , SIAVLY- BY.DAi% SCALE DRAWM M REV 1/4 „'� 2, ; ? ? { 5-1 .-: 41-61 O S ? <j -6j Sic S�itlic� s 1 R i 2!47�- 11 24- } { t } S VJ5 i t_ { i ! � J �/• 1 L j f - : { DF ; ,TION SKETCH eP. i..DLA- -►- �0 Al ! ; ! i t i ! 1 e l.. tv.ry�► �- . P.S. N-PR-oP- sfz� OM `cast communications REMONAL OMCE: 4350 PELL DR.. SACRMAEWO, CA 85838 ; �L___..�._._�._'_�•,_-'- � �___,_"t.___-'i.__ � r __,�_�� _�._,..__�_�_}._ i �..._ ! � _ �_i--�' � i 3 ✓� _� .__.1_—_.i j ; i i ! t e �- fl i i � i S • ' �-�-- '�- ��_ � i--�-'--; �___r.__--;--*._..t_ + - �.--�----+----+-..__;___. �__-�_-�-_ i i �-...__. _�_ COMCAST UPGRADE LOACI'ION: i ^� W2 ; ` ..;._ { � , , SIAVLY- BY.DAi% SCALE DRAWM M REV 1/4 „'� 2, T -j if L06ATION SKETCH 4 .... .. 4 - ----- -4-DF L 4- L4 A_ JE t r1' Tfill IWO, lR i4l gr( No of V. _T_ A/ 44-6 J_ 4 I a p ......... . 3�. � s � ^5•_ . .F. -_J I ..f _.,` .._I.__.. _.}'--• ___...�.--._..._..�._ _..-._i___— •__ _ _ __. .__.�....__ __.t.__. .... _ i__..._i—_.-' _ --i___ __;... 'h—__.? _.__i.._,__� __,__i.___ __.-I._ , i _ `...... I_ { i "-T . ...... T PUP Cam/ ...................... + dAI;T%l 6 i; )e (7 ---- ------- f -ccc�T- -east I 4_1 communleations. OFFICE. 43-50 PELL OR, SACRAMENTO. CA 95&M PROJECIr COMCAST UPGRADE I LWTION: I ( � ; ' y' ' *...__i.. , t —i— —.-;—,__(^ ,— —t— t i �_,._�— � � , -- —r— � —€ — _...,..�.� . _.E__. i _V ,�—.�_ _'•_ _ _, ..�..___SYSTE)k NODE MWBM F io�p RX'PLY. . ..... DATE:s mL DRAWING NO. REV C.1 D i k E'- a> , G AFp / OO/- G r Irk tQ rs' "'r - , t s ext. :., .... •: �✓ �1A' f 1" / s "� fl o- fd -Orn !'T73.n-j: p ip$1,yy #«. g ,(,� �{JA /�./ ✓1 7o e6 the sw}„" . �tt ✓y LR code �.. �. 4 4M raw E ' 3 T_� i e., " F,6AXF 844U 13,t' 1A)57A4ZIFr i x _ I - r 1*14 -' ✓ ' , ..iE 1, A,Sr AAAl 7 fra ' All sc.:.: alb u,... s '., "h "ti,y .. ) �� ' ,�+� ,.•. rfO ;V ? ,tri. , •,-.... ^ _ PAr,`0 Nip.' d , T - N. �., fit C_ s .: .. AD f ts. D > .1fa J� , "i o f Al LTH APR Chico , Callfornlal p cn zlilt_ , i