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Home My WebLink About069-310-0651 fl. - 69 -31-65 ; 69-31-65 �,-,.,Don' Stout 6356•.... .��..}. .E Jack Hill Dr. lot�500,KA#4C, co tEl knZdo oville Pe mit 5wn ,69-31:-65 DON STOUT 6356 Jack H' 11.'D,-r/,lot 5004/ Oroville %I�/i�.�/d ,/ Contr :"Bu.ilders, Or.ovi lle Permit#2803-81B,P,E,M(new SIF) - 69-31-65 -' Permit#2050-89B add ' ��_ ( patio cove S ,�2 69-31-65 t F ,, • , 1304-91B k STOUT, donald. '6356 Jack`Hill'Dr., Orovlle. '(stucco portionof-"sf) a.?*3 .KING . �_� *+ ,� • 'i� 1,104-0196"'1 1 a '6356 JACK HILL' 4 DR,s,MOROVILLE,- s n,. Cont: "PF RIELLY REPLACE_ WINDOWS/SF> O fY 1 { 1 fl. - 69 -31-65 ; 69-31-65 �,-,.,Don' Stout 6356•.... .��..}. .E Jack Hill Dr. lot�500,KA#4C, co tEl knZdo oville Pe mit 5wn ,69-31:-65 DON STOUT 6356 Jack H' 11.'D,-r/,lot 5004/ Oroville %I�/i�.�/d ,/ Contr :"Bu.ilders, Or.ovi lle Permit#2803-81B,P,E,M(new SIF) - 69-31-65 -' Permit#2050-89B add ' ��_ ( patio cove S ,�2 69-31-65 t F ,, • , 1304-91B k STOUT, donald. '6356 Jack`Hill'Dr., Orovlle. '(stucco portionof-"sf) a.?*3 .KING . �_� *+ ,� • 'i� 1,104-0196"'1 1 a '6356 JACK HILL' 4 DR,s,MOROVILLE,- s n,. Cont: "PF RIELLY REPLACE_ WINDOWS/SF> O wv, mn COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 ,rt /j�9�ANf► (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 069-310-065 ZONING BUILDING PERMIT OWNER KING. DARWIN AND RHONDA 58924561 TELEPHONE SO, Fr, OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 6356 JACK HILL DRIVE OROVILLE cDM� PF RIELLY 898-0833 TELEPHONE CONT 7457.80 CONTRACTORS MAILING ADDRESS 3028 ESP ADE SUITE F CHICO CA 9-597-3 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 7457.80 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 99.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING(�J�6SS JACK HILL DRIVE OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ 119-00 LAT 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 gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: REPLACING (9) WINDOWS AND GARDEN DOOR Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI WF—'— 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fee 20.00 RUEFling 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 i 9 commencn with Secon of Division of the Business and Professions Code, ( g ti7000 ) 3 and my license i ' 11 Ce nd effect.POWER / 1 (7 3 License Class Lic. No. ?/1(7 OW R -BUILDER �' CLX- RATION 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. I 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' mp sation i rance c ier and policy number are: Carrier Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP.SO OR ADDNS. ( a AM. BLAS. 3.5QF; NEW CONST. MULTI.OUTLET NON•RESID. 7.50 APPARATUS a SINGLE ourLer cIR. EX. OCCU OUTLET OR POCTURES SAL @':50 Ex. Occup. OurLEEOTSA AEEsIp°EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensatien,sions o section 3700 of the Labor Code, I shall forthwith ply witrovi ' S. X Date du k Sign re of Applica - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excava s over '0" deep and demolition or constructiont ' of structures r e ei ht. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 119.00 HAZ. p, PEES IMP I FLOOD I COP I PARCEL I PO I HD ISSUE This permit is hereby issued under the applicable of a Butte unty C de and/or Resolutions indica d a oe f r w ch fees have been Bya7te PERMIT EXPIRES ON I i I JDate provisions to do work paid. V40 Receipt No. 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 �t95965 - Telephone (530) 538-7541 (J 4--Ofgb (Rev. 12/96) APPLICATION A VDPEF MIT ,/ja - O lSSl3SORPARCI1NUMBER ZONING BUILDINGPERMIT OWNER177e-0 l �1h r� i .l�h/��I/i1l J„ occ. CONSTRUCnON LENDER / LENDER'S MAIUNG ADDRESS ARCNRECr OR ENGINEER ARC.evVECT OR MGM-- MAILM ADDRESS LOT NO, I SUBDNISIDLrS NAME USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other TYPE OF WORK New ❑ Addt'don ❑ emodel ❑ U6Ti8es ❑ Installation Describe Wor Total Valuation $ NSE "°' Firing Fee $ Permit Fee $ Pian Checking Fee $ Energy Plan Checking Fee $ $ PERMIT FEE $ °EL ""'P. PLUMBING PERMIT Each Trap Solar or heat pump water heater Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Building sewer Mobile Ho G I W PERMIT FEE PAID $ SRA $ SHERIFF $ OTHER $ AMOUNT RECEIVED $ DAiE EC IVSD PERMIT FEE I S ELECTRICAL PERMIT Main Service ( ecov OR LEss 2M OR LESS Main Service ( 200ATO IOWA NEW CONST. ( DWEUMG O=OR ADDNS. ( a ACC. BLDS. _ 20.00 ring Fee 20.00 7.00 23.00 15.00 15.00 15.00 @20.00 ig Fee 20.00 23.00 46.00 3.54 Ex. Occup. FDCilRiES BAL -Ca SS Ex. Occu r-1,6=—T--NS-6.j EA 1 5.00 Temporary Service 1 23.00 Mobile Home Faclities 1 20.00 msc. Wiring 23.00 I PARca. I PD PERMIT FEE S MECHANICAL PERMIT Firing Fee 20.OD Heating Cooling Hood 6.50 PERMIT FEE 1 S Mobile Home Installation Fee 1 $ C—.. Incr.."— Cne I $ 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. By Date TOTAL FEE $ HAZ 4 FEES DAP FLOOD I CDF I PARca. I PD I MD I RSSLIE 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. By Date _'�r REILLY 1 -877 -NEW -LOOK 1877-639-5665 3029 Esplanade, Suite F, Chico, CA 95973 • CA Lic #711037 Chlco: (530) 898-0833 Fax (530) 898.1599 Hanford: (559) 585.1800 Santa Rosa: (707) 568.0333 =N3/0 — R(vim NAME , / /) �I n NE ".7 t - WK M8 MR MRS) ADDRESSPHONE /\ JG. (HM WK M8 MR MRS) CITY STATE�4zIP C_�� PHONE (HM WK Ma MR MRS) EST. START DATE . '?'J" -G EST. COMPLETION DATE' J1 S / TM (OATES ARE APPRAY1Aura net v. AGREEMENT 14 0 0 5 fella - • -i 71( l ' 4128 l �_ J> -e/ i2 —t-02,0, ,. S 1'4 `S, 'y t:9z/� arz��% a+ <s / X % / _ I C !./ > >2/� �►� OT1f orae '�✓� ov lL C (Z L,7 �G 11 .Z n� ) ., 711 The total amount specified thereunder"du completion of the project. Any paymen made within 15 days of completion shall be deemed to be in default and a late fee of 10% plus finance charges figured at 1.5% monthly SUBTOTAL . which is an annual rate of 18% will be charged on the unpaid balance each month. The project is deemed completed upon verbal or written notice of an authorized representative of P.F. Reilly. SALES TAX b This proposal may be withdrawn if not accepted within 7 days of the date shown above. All agreements, or under- standing must be set forth in writing in this proposal. This proposal is not valid or binding on either party until signed CASHTOTAL L 5 and approved by the customer and an authorized representative of P.F. Reilly. This contract represents the entire agreement between the parties. P.F. Reilly shall not be bound by any promises, representations or agreements not DOWN PAMENT � CW S expressly incorporated herein. The company gives no warranties, express or implied, other than those warranties previously provided in connection with its services. BALANCE DUE b $ j G , ALL CHECKS MUST BE MADE OUT TO P.F. REILLY CAUTION: DO NOT SIGN THIS PROPOSAL UNTIL YOU HAVE READ THE CONTENTS OF THE REVERSE SIDE.' ACCEPTANCE: ALL PRICES, SPECIFICATIONS AND CONDITIONS ARE SATISFACTORY AND HEREBY ACCEPTED. Authorization is given to P.F. Reilly, its employees and assignees for all rights and access to accomplish the work commissioned. P.F. Reilly is not responsible for existinvf'_U�tural defects, collation , or con 1tlohs existing beyond their control. CUSTOMER'S SIGNATUR REGISTRATION k SUBMITT ACCEPTED FOR P.F. REILLY DATE DATE DATE DATE Contractors are required by law to be licensed and regulated by the Contractor's State License Board, which has jurisdiction to investigate complaints against contractors if a complaint regarding a patent act of omission is filed within four years of the date of the alleged violation. A complaint regarding a patent actor omission pertaining to structural defects must be filed within 10 years of the date of the alleged violation, An)' questions concerning a contractor may be referred to the registrar, Contractors State License Board, Post Office Box 26000, Sacramento, California 95526. You, the buyer, may cancel this transaction at any time. prior to midnight of the tl ird business day after the date of this transaction. See the accompanying Notice of Cancellation form for an explanation of this right. ZZ. r Complaint Date I rU Q( Other Date RI IT F. MINTY G i OWNER - - . -_--i Address Complaint Loca i VIOLATION TYPE ' COMPLAINT: r PERMI STORY ON �Taxen Dy: BUIILDING �Q HEALTH Q PLANNING OTHER II g_V - 5 FIELD INFORMATION ' TENANT: Name Address Description of Violation OTHER COMMENTS: Approx. Bldg./MH Size Approx. Bldg./MH Age (Q Under Construction Built By/For-F] Present Owner Q Previous Owner Q Occupied Q Has Power Q Has Gas Q Has Sanitation Facilities Q Written Notice Given & Attached Q Person Contacted Describe Action Taken: ACTION RECOMMENDED: Information only, file 10 Day Letter Letter Hold for Days Other a ' BY: DATE qComplaint Date Q Other Date iDorfhy�gBUTTE COUNTY COMPLAINT FORM OWNERS Address /')Z Zd T So 0 e . C 3S- � ✓'JeeHf // `, Complaint Location VIOLATION TYPE ps- BUILDING Q •HEALTH Q PLANNING A.P. # c7 -7 )- 0- 57 Zoning te /J /- ,'a"ken By: -•J e=S . = OTHER COMPLAINT: iUC) O ��c�' oi,� Sc� � � i-cl`L' �007•�--�C, � n� o- c� �, i v � o �n , PERMIT HISTORY ON FILE Q NONE Q AS FOLLOWS:}fd3—�/ —�� (PafoCtddrr) /U07 Aft 7"-e.��i�� FIELD INFORMATION TENANT: Name Address Description of Violation�� Q - b LL L z :e 64 OTHER COMMENTS: Approx. Bldg./MH Size Approx. Bldg./MH Age (Q Under Construction Built By/For-Q Present Owner Q Previous Owner Q Occupied Q Has Power Q Has Gas Q Has Sanitation Facilities Q Written Notice Given & Attached Q Person Contacted Describe Action Taken: r ACTION RECOMMENDED: /V0 Information only, file 10 Day Letter Letter 6 f{Z�j QO Hold for Days Other BY: DATE /Z�S COMPLAINT FORM VIOLATION TYPE. BUILDING HEALTH - PLANNING .AP # �� — v DATE TAKEN BY Supervisorial District Judicial District Complaint Location OWNER: ADDRESS: TENANT NAME _ COMPLAINT: V. 4 t o—y.. =nccaaavoaaaaa=aaaaoa=------====aaoo-c=a FIELD INFORMATION Description of Violation Occupant Contracted: i ACTION RECOMMENDED: None 30 day letter Information only, file t--� Hold for /d Days 10 Day letter Other BY : .;..DATE : f e ViaW COMPLAINANT ADDRESS: PHONE NUMBER: OTHER COMMENTS: COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS `3 196-Memc.i.rial Way., Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWNER A routine. inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector Date COUNTY OF BUTTE -, Department of Public Works 7 County Center Drive,_ Ordville, CA 95965 Phone: 916-538-7541 OWNER-BUILDER.VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1.. I personally plan to provide the major labor and aterials for construction of the proposed property improvement (yes or no) 2. I (have/have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. w 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address . Phone Type of Work Signed: Property Owner Social Security Number Date /_/ —, _�;,0 NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. COUNTY OF BUTTE- Department of.Public Works_ 7 County Center Drive., Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied. for in your name and bearing your signature. Please complete.and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) 2. I (have/have not) signed.an app ication for a building permit for the proposed work 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide portions of 'this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Sign NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. __. r-. - - --------- --: r--.:_. n ---ter,. r-_.:r..«nw---,.rr_:.;.rnr-_r�,.r._n------r__�r..-__-- w-.-n--n-rrW--r__r.n_--.-w-r---------wr--w_r---'-----.wr---r----r_r.w.nW_�_rr-�____.,.r",vrr_r�-------}5 J -D. ADAMS COMPANY ENOINFERINO' COPYRIGHT l09 S- 4-f 974 r ' Al SPLICE* f• n� , i 1� �, C3 LICE .. TF rjSPLICE G 69 t" V PAN--------- 4.00/12 MK _ FOR SPAN 45'-'3' OR LESS -MINIMUM LUMBER TOP;,CHORD•,29 ¢ DOUG FIR -'LAK 02 BOTTOM CHORD -2X 6 DOUG FIR-LAR42 JOINT A• 3.9X 9:0 JOINT Al -2.6X 3,6 JOINT 6-3i2X 5.4 Al,-, WEDS -2X 4 HEM -FIA STD JOINT C3 1,3X l.S JOINT C2 2,6X 7... jHB AIMUMWEDS A.NQC2. JOINT SPLICES .JOINT Ai"7.OX 3,,4, .JOINT C3-7.OX 514 JOINT C2-7,OX 7,2 ■,3,!r 2HCNEB ;PAN ----__r-.J,.rrrw-«-----,.e .-»-----------r--- FOR ;PAN, ■ 7' OR LESS MINIMUM LUMBER TOP CHORD -2X b DOUG FIR -LAR 02 BOTTOM CHORD2X .4 DOUG F'IR-LAR 41 JOINT A 4.5% 7 ,2 JOINT Al-2,AX 3.6 JOINT 3.6 ALL WEDS+2X A HEM -FIR BID JOINT C3■143X 1.8 JOINT C2 -2.6i 7.2 i BRACED WEDS Al -C2, JOINS SPLICES JOINT Al-e7.0X 5.4 JOINT C3-4 SXl4.4S JOINT C2.7,014.45 THE MINIMUM BEARING- 3,5 INCHES -_r----'_--»rr-r.r------------ ----- --- r-_ _---_--- - - _-- -_.-..__r_r __r _----- ----- FtlR SPAN 42'-;8• OR LESS MIN1MU1f LUMBER TOP CHORD -2X 6 DOUG FIR -LAR 42 BOTTOM CHORD -2X 6 NEM -FIR 42 JOINT An 4.5X 7.$ JOINT Al■2.0 3.6 ,JOINT B -3.2X '3,.6 ALL WEBS■2X 4 NEM-F:IR 8TD' JOINT C3■1,3X f.B JOINT C'■2.6X 7.2 BRACEIr WEBS AI -C2► JOINT SPLICES JOINT Alr70X 5,4 JOINT C3-7.OX 3,4 JOINT 0 0 OX 7.2 THE MINIMUM DEARINO+ 3.7 INCHES `�----+------,rw-r�r w_-_»._-----------`---------------------- - ---' ------W ...«.------------- --`' »r -------------------- FOR SPAN 400- 2' OR LE%:S MINIMUM, LUMBER TOP CHORD -2X 6 HEN FSR 02 BOTTOM CHORD -2X 6 HE •2 JOINT As 4.5X 7.2 JOINT Al■2i6X 3.6'JOINT ;8-3,2X 3.6 ALL WEDS -2% �. HEM -FIR 8TD, JOINT C3 -1,3X 1,8 JOINT'C2■2.6X 7.2 BRACED WEDS AI-C2r JOINT BPLICES JOINT AV -7 -OX 5,4 JOINT C3■7.OX 5.4 JOINT C2r7.OX 742 THF. MINIMUM DEARINO■. 3.5 INCHE,5 ------------ --rr, ----- _--->_-----.nn ------n,...,rr__..-« ----------------------- - - n- ---------- FOR SPAN 37'- 7. OR LESS MINIMUM LUMBER TOP CHORD -2X6 HEM -FIR 62 BOTTOM CHORD■2% 4 DOUG FIR -LAR 42 JOINT A■3.9X 7.2 JOINT Al -2.6X 3.6 -JOINT D■3.2X 3.6 ALL WENS■2% 4 HEM -FIR 8TD JOINT C3+113X 1,8 JOINT C2.r2.6X 7.2 BRACED WEDS Al -C2► -JOINT SPLICES JOINT Al 7.0X 5 4 JDINT` C3■4.5X 15.4JOINT C2 -5,)X 7.2 THE :MINIMUM BEARING■ 3.3 INCHEt - ----- _ _ __._- --+ - r - -- - ------ -n -* FOR «SPAN 36' -10' -OR LESS :MINIMUM�LUMBER TOP CHORD-2X6HEM-FIR•2 --BOTTOM CHORD -2X 4 -NEM -FIR 01 JOINT A■ 344X 7.2 JOINT p1+2r6X 1.6 JOINT 0-3.2X 3,6 ALL WEDS -2X 4, HEM -FIR STV JOINT C3.1.3X 108 JOINT C2 -2.6X 7.2 BRACED WEBS Al -C2► JOINT SPLICES ,JOINT AI -70)( 5-4 JOIHT C31-4.5)( 5.4 JOINT C2■5.GX 7.^ THE MINIMUM BEARING° 3.5, INCHES »JDLNT A -_r3 9x'7.2 •JOINT A1-2, rr_ --------__r__rrw__-r . t • _--•,- v ( X 4 DOUG FIR -LAR 01 BOTTOM CHORD -2X 4'HE'J,-1 YR 01 i 6X 3.6 ;JOINT B -3.2X 3.6 ALL WEDS -2X 4 HEM -FIR STD' JOINT C3.1.3X 1.13 JOINT' C2-^ � FOR SPAN 33 - ,3 OR LESS" 6XI�IZUN.LUMBER TDP CHORD,2X BRACED 'WEBS AI-C2t ' JPINT SPLICES JOINT A1; 4.5X 5s4 JOINT C344,5X 5..4 JOINT L*2■5.BX 2.2 THF BRACEDM BEARING• 3.'S INCHES ----------------. r«r_«- --r-`-----^-__r_'-- -------- _---- W-r-r---rK--__r:r-_rr. -------- --- FOR SPAN ■ ■^�- -� R- 1. BOTTOM CHORD -2X A HEM -FIR 02 JOINT A- 4,.,X 5,4 JOINT EAl-2.6x N316MJOINTED-3T2M 3,16RA .X 4 DOUG FI LAR • ALL WEDS■2X 4 NEM_FIR STP r JOINT C3 -1.3X lig JDINT.C2-7.6X 7.. L'L0BRACED WEDS AI -C2, JOINT SPLICES JOINT Af■4.SX 5,,4 JOINT C3■4i5X 5.4 JOINT C205.8X 7'.;2 THE 'MINIMUM BEARING- 345 INCHES ------------ ---- FOR SPAN 30'- 1' OR LESS MINIMUM LUMBER TOP CHDRDr2X 4 DOUG FIR -LAR •2' BOTTOM CHORD■2% 4'HEM-FIR 42 JOINT A- 3.9X 5,4 JOINT Al -2.60 3.6 JOINT B■3.2X 3.6 ALL WEBS■2X 4'HEM-FIR BID t JOINT C3 -1.3X I.8 JOINT C2 --2.6X 7s2 BRACED WEDS A1-C2r 1 JOINT SPLICES JOINT Al -4,5X 5.4 JOINT C3m4.5X r'H 5.4 JOINT d2 -5,8X 7:,2 THE MINIMUM BEARING- 3.3 INES r------------------------ ._-. ---- ------.._ r u- ---- } ---.-------.•__-r *------ __--- -_-_--------- ------- FOR SPAN 29'7LI' OR LESS MINIMUM LUMBER TOP CHORD -2X 4 HEN -FIR •1 BOTTOM CHORD -2X 4 HEM -FIR 42 1 JIINT A -3.9X 5-4 JOINT Al -2.6X 3.6 JOINT D-3.2)( 3,6ALL WEDS -2X A,'HEM-F'LR BID A JOINT C3'1 -3X 1,6 JOINT C2«2.6X 7.2 BRACED WEBS Al-C2r I JOINT SPLICES )OIHT Al■4,3y; 5.4 JOINT C3 -4.5X 5.,4 JOINT C2 5.8X 7.2: THE MINIMUM BEARII(G 3,5 INCHES 1 ---------------------- ----------- -- ---.r_----_-----------_----------.,-r---------- -____r-» __-------^---- THE BEST RESULTS IN inUSS FABRICATION ARE OBTAINED WITH A MECHANICAL JIG THAT ELIMINATES HARMFUL STRESSIS CAUSED I: '* % BY HANDLING. LACKING SUCH A JIG, OREATER CARE MOST BE EXERCISED IN HANDLING THE TRUSS Oil LARGER CONNECTOR PLATES I' I....SHOU D BE SUBSTITUTED. J.D.ADAMS CO, BEARS NO RESPONSIBILITY FOR Tt:l» Zkl,.CYION OF TRUSSES, PERSONS USING TRUSSES I AR AUTIONED TO SEEK PROFESSIONAL ADVICE IN REGARD TO ERECTION bRAGING AND PERMANENT BRACING. ALL JOINTS HURT I L. bE CGUttg1CLT CUT AND FIT DIMENSIONS MUST 9E VCRIFIEDi ALL PLATES CENTERED UNLESS SHOWN OTHERWISE, PLATES ARE 1 ? INI'l6k BASED ON STRESSES, FABRICATOR MAY FIND FROM EWERIENCE THAT SOME JOINTS HIOHT REQUIRE LARGER PLATES FOR t 1 iAND INO. ALL CONTINUOUS BRACING ON ;WEBS AND CHORDS TO BC ANCHORED AT BOTH ENDS TO A SUITABLE SUi'PORT. 1 (AL °RACING TO BE SUPPLILD BY OTHERS,) ALL WEBS 2X4 UNLESS OTHCRWISE SPECIFIED. MUt-JoISPIKF '(DY J.D- ADAMS CO,) SHALL BE MADE OF 20 GAOL STEEL AND PRFSSCD INTO BOTH FACES OF JOINTS. I ... W---...r_rw_:.-----,.-..__-_,.,,rrrw_,r_----r rw«-------rr----->..____------------------_r_. MULTIPLY BPAN DY FACTORS DEf.OW FOR STRESSES---y^-w~w--r-- f TRUSS LOADING. 1 "► A -Al- 92-75(01 Al -DW b2.53(4) A -C3- 87.9Q(T) C3-C2-,87i99(T> (LL+ 16.00 PBF 1 { C3 -Ai■ 4i691T) AI -C2. 31.61(C) C2-8. 24.80(T). TTJ' �, [ DL- EI:00 P8F i >�.; FOR ALL BRACED WEBS. USE i 1;14 CONTINUOUS BRACE I CEILING 1 1 LL- 0.00 PSF I ,n tii'I, FOR A MINIMUM BEARI'NO GACA}Ffrc THAN 3 1/2• BUT NOT EXCEEDING 7" i -DL■ 10,00 PSEADD ` I OCK I X INCREASE FOR 6TL■25 1 k ' R"U�REDBNAILS GONLDEARINI, BLOCK- ,(MIN.BRO. -3. 5)X 3.91 1 SPACED. AT 24504G. J -- --- --- _--- - -- -- __ -«^ _PAGE 11 t .. --- 1 a p r s e 3 n k 1 }} yya $ 1 i! .I A I' FOR SPAN 40'1 1' OR LCGG MINIMU)1 LUMBER TOP CNORD■2XN6 Dour, FIR-LAR 41 fAOT6 1TOM CHORD.^X 6 DOUGFIFIR-LAR 5TUG01 JOINT A 4,5X1..4' JOINT Al- L 3X 1,8 JOINT ,'2rOJT9D2.4(TOTAI. PLATCXGOIN20742.32+NO BRACEI1ALL BWCbS 4 N■ JOINT D2<3.2X 'P,.4 JOINT DI.3,9X 5. JOINT 1.9. ■ X .',SPLICCS JT4A1.7,0X So4l JT,.A2■7,OX ` 7,0X10,0, J741-901.1X14,45 THE MINIMUM DCARINO 3,.5 INCHES A-Al■ 781C,(C) Al-A2- 7018.(C) Az"B^ 6592. (G) A•:D2- 2.-,19.(T) D2•^D1c 6340 YT) D1-D- 5016,(T) Al-D.■ 352k(C) A2-D21- 13.9,(7) 627,(C) D'-D1- 1622,(T) D-D• 1766.i`T) FOR SPAN 38'•- 0' f)f( LESS MINIMUM LUMBER TOP CHORD-2X .b DOUG FIR-LAR 01 BOTTOM CHORD-21X 6 DOUG FIR-LA4 01 t JOINT A■ 4`45X1444 JUINT'A1.1.3X l.8 JOINT A2■2,6X 5.4 JOINT 9-3.9X 74+202.6X 3,6 ALL WEBS-2X 4 HEM-FIR STUD „ JOINT D2-3.2X 5.4 JOINT D1-3,9X'5.4 JOINT D-7,0X 5,4 CTUTA). PLATC SO IN- 647.28 ND DRACCD KEDS JT, SPLICES JT.A1.7,OX 5.4 JT.A2.7.0X 5.4 JT,D2■7+OXIB.OG J'(,D1.7.OX14.4E' THE MINIMUM DEARING'- 3.5 INCHES A-A1• 7387.(C) AS-A^>' 7307.(C) A'7-119- 6244.(C) A-;D2- 7JO5o(T),ID,^^^D1 6006..(T) U1-31- 4765.(T) AI-D2- 33'1. fC) A.?•^D2■ 1250. (T) A2 ^D1- 592. (C,) 8-111■. 1524,(T) D-D- 1677.(T) ----w------------ 1110.,..., ,, ...,...�- �-._ «,. -... .,.,...,., ,----•-'- ----------- FOR SPAN 36'- O' OR LESS MINIMUM LUMBER TOP CHORD-2X,6 DOUG FIR-LAR 02 BOTTOM CHORD-2X 6 DOUG FIR-LAR 41 JOINT A- A.5X1444JOINT A1.10X I,G JOINT A2.1.2X 3.6 JOINT B-3.9X 7.2}202,6) 306 ALL WEBS-2X 4 HEM-FIR STUD JOINT 112.2.6X 5.4 JOINT _DI-3.9X 5.4 JOINT D-7.0'X 5.4 {TOTAL PLATE SO IN- 62444 140 DRACCD WCDS JT, SPLICES JT.A1.7.0X 5.4 J74A2.7.0X 5.4 JT.D7.7.0X14,4S JT,D1.7,0X14,4U TH1: MINIMUM DCARING- 3.5 INCHES A AI• 695■ 7+tC) AS A^6957,(C) A2 A• 5077,(C) 1 fTl I- 5677.(1) D1 D■ 4513.(T) "• Al D2■ 317 (0) A'' D- ^1162.(7) A? D1- 5G•(C -1 '_�7_•r 158D.tT) . ......... ...._ ,.MIiii FOR SPAN 34' 3' OF LC55 NIMUM LUMBER TOP ^X,6,��+�fy RQLQR 02 BOTTOM CNpRU+^X 4 DOUG SIR,-LAR S$ JDINT A-203,2% 7.2'JOINT A1-1.3X 1.8 JOINT A2s 1J IflTj'8 00,1712{«02.6% 3,6 $ALL WEDS•2X 4 NEN-FIR STUD JOIY,T D2-3,2X'5,4 JOINT D1.3o'9X 5.4 JOIN'f Dv7 OX18.OG (TOTAI, PLA C SO I A,00 NO BRACED WEBS JT`, SPLICE.. JT,A3=7.OX 5,4 JT. A., 7.Oi( ,. p' p +�fi �~� p/ 1�'�D�1 THE MINIMUM DEARINC,.R 3.5 INCHES A•'Al- bD23.(Cl Al-A2■ 6823.(C> A2 D- 36 IO D'+ 6�65:(T>'D�i' 1• 5444, (T) Dl-D- 4732, (T) ✓' t.;. Al-112■ -- ._- '* O, (C) D-D1- 1460. (TS 0. 11- 1496, (7) 314 (C) A2 D^- 1^56.(71 A.S • ». .» _ - D1 .,4 JOINT A-203,2)( 7.^ JOINT Al 1.3XN1.8MJOINT A2 Ti`% 3, AM I 28 BDTTOM CHARD■2X b DODO FIR-STU {2FO(( SPAN 33 7^ OftLESS LUMDER 4 2■3 ^ ^ 6 J•3, X 7.2f202.6% 3.6 ALL WEHS�2X 4 NEM-FIR STUD JOINT D2.2o6X 5#4' JOINT Dl;-3.2x 5,4 JOINT D-7',OX 5,4 CTOTAI, PL £q •34.24 NO DRACLD WEDS JT. `SPLICES JT,A1 7, Oe ,+4 JT•A2.7.OX 5.4 JT.D2-i� 4.t'j ) ,• 4,4g; Tl{C MINIMUM BEARING- 3.5 LNCHES A-Al- 6440.(C) AI-A,,� R4440.(C`) A2-D- 5466.(C) A'•D2b b201,t 7,-D -� 276.(T) D1-D- 4215.(T) Al-D^" 28".(C) A2 02- 1053,(T) A? D1- 517 (C) D 01- 13077 T) D D- 1402,(T) � n '^ FOG SPAN 30'- 5i OR LEGS MINIMUM LUMbCR TOP CHORD-2X 6 DOUG FIR-LAR 02 BOTTOM, CHORD-2X 4 DOUG FIR>LAR41 JOINT A- 4.5X10,S JOINT A)-1.3X 1,0 JOINT A2-3.2X 3;6 JOINT D■3.9X 7.2f202,6X 3.6 *ALL WEBS-2X 4 HEM-FIR STD JOINT D^.-2.6X 5.4 JOINT D1■3%2X 5.4 JOINT D-7.OX1GI,OS {TOTAL. PLATE SD IN- 720.72 NO DRACCD WEDS JT. SPLICES JT.A1'-7,0X 5,4 JT.A2-7.OX 5,4 JT. 1)2- JT.DI.7.OXI0.03;T1(L' MINIMUM BEARING- 3.5 INCHES A A1� SOIS tC) A1!-A2jA 601,'-(C) A2-11-a 5012,(0 q D2- 5705.(T)'D2 Dla 4020,(T) DI-11-i 3763.(T) Al P2 275 (C) A. D^ 1000.(T) A2 Dl- 404.(C) S-D1■ 1284,(7) B-41 1'29. (T) ..__....,,, .r,_r_,.,., .... _.... ,_..... ,r._ ,. .. -,w. ,...,.....-. ,---- 1Z f FOR SPAN "9'-• 7' OR LCSG MINIMUM LUMBER tOP CHORD-2X :4 DOUG FIR-LAR SS BOTTJM"CHORD■2X 4 bDUG FIRTLAR 11' JOINT A- 4.5X10.0'JOIN1 Al-1,3X 1,O JOINT A2.�3.2Y, 3.6 JOINT B-3,9X 7,2{202.6X'3.6 *ALL WEDSR;2X 4 HEM-FIR SiD JOINT D2-:, ^3X ,,-, 4 JOINT D 1.3.'2X 15,4 JOINT D-7.0%14.4E (70TA1. PLATE 00 IN= 670.32 NO Df(ACEG WEBS f JT.=F'LICCS JT.A1.4,5)Z 4 5.q JT.A2.5.OX S.JT.D2- JT.D1-7+6XIC400 THE MINIMUM SEARING- 3.5 INCHES A-AlM 5039. (C) Al-A2• 5819i(0, A2-,B;;' 4070.(C) A-D2- 5616. (T) b2 •Dl�! 4684. (7) 01-D- 3661.(T) A1-D7.• 267.(C) A7^?2- 1051.(T) A2 D1 470.,(C) DDI• 1243.(T) b D• 1293.(T) FOR SPAN 26'• : jr, LESS MINIMUM LUMBER TOP CHORD-2X 4 DOUG FIR-LAR 01 BOTTOM CHORD■2X 4•VUG FIR-LAR-0.1. JOINT' A- 4,5XIO,0 JOINT A1K1,3X. I,B JOINT A2.3,29 3,.6 JOINT B-3.9X 5.4}202.6)( 3,b ALC WEBS■'2X 4 NEM-FIR. STD _ -2 ^ ^ ■2. S - -5 '8X 7.2` OCTAL 'iLATC'SC IN■ 525,24 NO DRACCD WCDS sf JOINT G�-2,6X 5.4 JOINT U7 �,X v.4 JOINT D .+, JT, SPLICES JT,Q)■4.5X 5,4 JT,A2 4.5X .,,4 JT,D2■ J`f,Dl-7.OX14.4S THE MINIMUM DCAftING• 3.5 INCHES A AL 524-. (C) Al-A✓ 524^. (C) A2-D+ 43901 (C) A-p2- 5042.(T) C12-Dl- 422'21,(T) ::-D- 3314.(T) Al-D2■-39.(C) A2 112- ?27.(T)A2 -DI-k 1107. B-D1■ (T )BD� 1169-(T) THE BCCT RESULTS IN TRUES )AGRIC4716N ARC OBTAINED WITH A MfCHANICAI, JIGT HAT ELIMINATES HARMFUL STRESSES CAUSED BY HANDLING; LACO NO SUCH A JIG', GREATER CAR*. MUST DC EXI'l1CIGED IN HANDLING THE TRUSS DF LAROHR CONNCCT0Q PLATES �,` SHOULD DC SUBST"7UTCit. J-D.ADAMS CO,BEARS NO RESPONGiDILITY FUR 'THE ERECTION or TRU^uGCC, PERSONS USING TRUSSES ARE CAUTIONCD TO SEEK PROFCSGIONAL ADVICE IN REGARD TO ERf:CTION BRACING AND PERMANENT BRACING, ALL JOINTS MUST BE ACCURATELY CUT AND FIT, DIMENSIONS MUST BE VERIFIED. ALL PLATED CENTERED UNI.EGG SHOWN OTHERWISE. PLATES ARE °tl+ MINIMUM BASED Ok STRESSES. 6ADRICATOR NAY FIND FRUM GXI'CRICNCC THAT SOME JOINTS MIGHT' REOUIRC LARGER PLATES FOR HANDLING, ALL CDNTINUOU3 DRACINO ON WEDS AND CHOROU TO BE ANCHORED AT 80T1( END", TO A SUITABLE SUPPORT, C�z (ALL BRACING TO BE SUPPLIED BY OTHERS.) AIL WCOS 2X4 UNLCGG opicRwisEi SPCCICICD. � ' ),ULTISPIKE '(bY J. G, ADAHS C0.`) SHAI.L DC )SAtlC Or 20 GAOC GTCEL AND PRESSED INTO DOTH FACES or JOINTS. 1J -w'* CCNT.CR VFTiTIrAI, IS 2X 6•CHORDNGTOGK'.y I TRUSS LOADING 0 CENTER VERTICAL I0 2X 8 CHORD VOCK f ROOF 0 ^CNT4F VERTICAL IS 2X10 CHORD STOCK I Lim 16.00 PSE X CCNTCP VERTICAL IS 2X12 CHORD STOCK`. I DL- 1.4.00 PSF _ F DOES ^ NOT INC.LUPC PLATED RERUIRCD'TO GI LIG C A 'TRUSS I CCIL,INO { TOTAL GOUARC INCHED , FOR Ai_l DRACCD WCBS USE A 1X4 CONTINUOUS BRACE 1 LL■ 0."00 PGF FORA MINIMUM DEARING GREATER THAN 3 1/2' BUT NOT EXCCCDING 7' 1 DL■ 10.00 PSF ADD ONC DEARING BLOCK 1 % INCRcAst FOR=STL-15 REQUIRED NAILS ON SCARING ,'L'LOCK■(,MIN.DRG,-3.5)X.6, 4 1'SPAC1ED AT 24'04C, f PAGE 7.1 A i :i , _.., e..w.-....,...._.,-». w. ,.-_„ r. Apt........(em,ww«,_.,�,.-.::-nu.+i..s.ru..w.,w'Pr.�-.. -.-...ti,,.Ya.._,,>.....,,r=,+,....._au.,,..,...:a...,<,.nrsm�.nnrt_.i.t._,Yb7i.`#4'w.�e--=,"•.".^.:=am,-.. -' e;i»- t ,'�'4`'H7G� a, }} EBxC8,-1 1 GID. A DAit3fS CO�'!l1P�1NRDER' 2 .GIRDERS 3 GIRDERS G RDE TYPE Ai`ES MAX. SPAN TYPE I.ATES MAX; RS COLORADp �pR/NGS, CpLph'�100 MAX. SPAN SPAN TYPQ: PL�NTES MAX. SPAN TYPE PIATES ..._ T' �� r N SS 20' -6 MK C 32'r 1 ��„ DMK B 43 � -7�' TMK (3 COPYRIGHT 1978 ' �' 1 I G' i I" -MK C 25 -,101' DMK C 32_ UMK C J.D. Adams Co. bears 'no responsibilityfo M _ of r the erection 17' -," MK C 23 • 9" DMK C using trusses are ,cautioned to r_ �� K g 4 I' -4'� TMK: B se K professional N SS 1 ¢ -3 MK B 2 al advice in regard to erection bracing �' 9' -5 DMK C and permanent' bracing. t ¢ I 10" TMK C #2 I S' - I " MK C 20' -7 •, MK C 2$' - 10" DMK C Nailing pattern: Double trusses shall be nand ` .. 55 15 9" MK 46 I o TMK B 30 -5 DMK $ ' _ '� t00 -ether with 7Od nails (staggered) bath top and bot- to chords (triple and quadrupled ruses mailed from I I '-2" MK C 25` _ 1'r DMK C $' " TMK' F3 '- T C both sides with 20d nails staggered) using the follow. �' 2 i 0' I " htK C 16 - I I" MK C 26' -,3" DMK C 32. _91" DMK C In9 formula-, Length of trusses supported No. of nail - 3 ,y 2x10 _ I GIRDER 2 G R �----� Br C. MAX : SPAN TYPE PLATES MAX SPAN DERE PLATES A4AX, SPANIRQTYPE PLATES GIRDERS 4 per f00t i MAX. SPAN TYPE PIAT ES 25'-2" 4 N 25 -2 DMK 6 36 _6 TMK B 47'-9" TMK B THIS TFISS DESIGN INCORPORATES 4 .7rI 26._9., DMK' C f_ �+ THE LUM8L,R STRESS ALLOWABLES 34 2 DMK C THAT BECAhtE EFFECTIVE DEC. I S5 , - 24, 2.. DMK` C . 1976 AND AT( f L f 1977. 'a, N 17 0" MK B 3I' -I I" DMK B 46'-4" TMK B „ I " 2 I ' _5„ MK C 32 _�., DMK C GE FOR PLATE SIZES 43 I0 TMK C _ SEE OPPOSITE PA r 2 16' .01 MK C 22-5"MK C DMK C AND LOCATIONS. ' N SS 18'-I I" MK,, B 37' 4" TMK B ,,.�{ ,, ►- I 14'-4" MK; C 26 '- 10" DMK C 40� _3" TMK " PLF ON BOTTO CHORD 550 07O MK C 27 DMK AOL� TOP CHORD DOUG FIR-.LARC MAx" spaN TYPE P ER5 RS BOTT M CHORD LU' H STM" BxIC2 I GIRDER PLATES MAX. SPAN P 3` GIRD �c (; DOUT F`IR-LARCH 6 y LATE, MAX. SPAN TVP£ ATE, N TYPE PLATES ? tr �, SS A 47 1 1 TMK q WEBS DF L BET. 12 Q r ..,,, I —f1 ' I 0 MK g 32 • -5'" [)MK g 2 8 1 -MK g 2 �t() tt'a` 22, -7''� MK C 29. -4" DMK C Y N SS 20' -'7" MK �0" TMK A �Q .I z °%��. MEMBER t 71- 127'-1 1" DMK B 4I'-5" TMK B l G 2S _6'7 DMK C x y�A 37' -4" TMK C ✓ K -SS 25' -'10" DM A .rt?. o ( 17' -3" MK, 9 32' -6" DMK B ` PAGE w fI C yr2 22'-3" MK Gj. _7 DMK C 44'-%'' TMK C ' T r Sr�rr r 26 OF