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HomeMy WebLinkAbout047-330-002g l X +f! — AP 47-33-02 — (store ha 1 DAN McDANIEL 47-33-02 r s/s Meridian Rd, approx. 600' E. of BRIAN BiIGGS Hwy. 99, Chico 14250 Meridian Rd, Chico ' Pernlit 58 3r"75 ,E (util./MH) I Meridian B ELEC. C. L� 9 (new garage) GAS SUPPORT STRUC. REQ. 047-330-002 02-3359 r COMPACTION TEST REQ. ,JOSEPH&ROSEMARIE 47-33-2 WAGNER~- •Y�^^�x�� 14250 MERIDIAN RD., CHICO IQ NAL Tem 1e a CONT. EXECUTIVE HOMES 2 ,S/S M dia d 3? 710(L�. o f Hwy 99E, v NEW MH PERM FND EX SITE �j .tt r,�•.—S �� t 't.41 4 ` sf 1,' Chir` �- +1°eu ' lttle t Per 7267- 1 5. EL ' 1to t YV �I R c G B06-2592 047-330-002 ti t c r r ! ESUPPORT STRUCTU REQ. MISCELLANEOUS Patio Cover/Cvd Pch tlt•{ 3 t��'' #J COMPACTION TEST REQ. AWNING (200) td' A 14250 MERIDIAN RD tt 7-333-1E GRAHAMS SHAWN & JOLIENNE 1 c Wa ter a le t fi{ eri an app.70T ' 0`1 Hwy 99E 4. Chico Permit 44492-8113;E(util.,MH-replaces {; l #7267-79) ELEC. -S 1 GAS RI 4 tf,r S SPPORT STRUCTURE REQ, r � , s COMPACTION TEST REQ rr. 47-33-02- ._ �I /t v . l Permit 44 22,0-8 Inew det 1F vv1: }iE St#i na— �, t } - 47-33-2 tl�� + t r Permit 412482MifiI3` at `r1 fit4'y�ii' %,.i w Issued '{ e i. II I ,:: •r , rz - 47-33-02 >•. .pi '_ � i�ifi �i 3r �. r ai Permit 2451§_-8'2B_(rie=,install alum awn in 4k + � � h ; t 1 n�j tai on MH)inv�`-� j 47-33-2 r Permit#370-84B(rei tall a iyng & cov } k BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 14250 MERIDIAN RD Owner: Permit No: B06-2592 APN: 047-330-002 GRAHAM, SHAWN & JOLIENN Issued Date: 11/30/2006 By TMP Permit type: MISCELLANEOUS 14250 MERIDIAN RD Subtype: Patio Cover/Cvd Pch CHICO, CA 95973 Expiration Date: 11/30/2007 Description: AWNING (200) Occupancy: Zoning: A5 Contractor Applicant: Square Footage: CALIFORNIA PATIO'S CALIFORNIA PATIO'S Building Garage Remdl/Addn 1633 STARR DRIVE #2 1633 STARR DRIVE #2 YUBA CITY, CA 95993 YUBA CITY, CA 95993 Other Porch/Patio Total (530) 673-8500 (530) 673-8500 FEE INFORMATION EH Building Review Fee $70.00 Patio Cover/Porch $150.00 SMIP - Residential $0.50 Total Charged: $220.50 Fees Paid: $220.50 Balance Due: $0.00 Receipt No: B905 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License CALIFORNIA PATIO'S CSLB-827596 / B / 11/30/2007 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed 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 d Professions Code, and my license pursuant to the provisions of the Contractors License Law [Chapter 9 (commencing with Section 7000) is in full f rce and effect. , of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the 1 basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 1/30/2006 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractor's Signature Date ❑ 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 WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractors License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Carrier. State Fund Policy Number: 1706874 Exp. Date:10/01/2007 Contractors License Law.). (This section need not a competed' if the permit is or on�f a hundred dollars ($100) or less.) ❑ I AM EXEMPT under Section B. 8 P.C. for this reason: ❑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 the Workers' Compensation laws of California, and agree that if I should become subject to the workers' X 11/30/2006 compensation provisions of Section 3700 of the Lab Code, I shall forthwith comply with those Owner's Signature Date provisions. X 11/30/2006 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and Stale laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE injury, including death, and property damage caused arising out of, in any way connected with HUNDRED THOUSAND DOLLARS $100,000, IN ADDITION TO THE COST OF COMPENSATION, ( ) the issuance of this permit. I hereby acknowledge thatt is issuance of this pea rmit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned p perry for inspection purposes. I hereby certify that I am the P oPerty owner or am authorized to a n the property owners behalf. " _A,"& ' � 11/30/2006 CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permittee [SIGN] Print Date the performance of the work for which this peril is issued. (3097 civ. code) Owner `contractor OR;Agent for Owner 0Agent for Contractor FILE COPY Lender's Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" APPLICANT SIGNATURE - X For office use only: OWNER INFORMATION Last Name )Q 0_ Address , 33 irstt N `alne Address `Q 'I / h 12 o� City O State C Zip Phone _5�3,(a D Fax E-mail APPLICANT SIGNATURE - X For office use only: CONTRACTOR Name c�- ei,4 C4/( Address , 33 -, 5771--A7,2_/2_ City State State19 �+� Zip y s Phone3` s O Fax s-3 E-mail Tot # Lic.#ya7 C)ass APPLICANT SIGNATURE - X For office use only: ARCHITECT/ENGINEER Name C4/( Address City City State State Zip Phone Subdivision Name Fax E-mail Tot # State License Number APPLICANT SIGNATURE - X For office use only: APPLICANT INFORMATION Name C4/( Address City s State Zip Phone Subdivision Name Fax E-mail Tot # APPLICANT SIGNATURE - X For office use only: Zoning Property Address Flood Zone Cross Street SRA s No Occ. Type Const. I Subdivision Name Map Book Page Tot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. BP BIN # PROJECT LOCATION AP# O 7-33 0 -OO Property Address City Cross Street WORKER'S COMPENSATION Policy Number 2 O Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. SMIP LENDING AGENCY Name Address D scription or Scope of Work: �O xa v �00� Sq FT- Living U Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. 1"7 Page 1 of 2 REV 8-12-05 Ree ' db Amount: 56 Bldg SRA Receipt Sheriff �r) SMIP Date:) �j o � Other � � 1� CJ Total Page 1 of 2 REV 8-12-05 Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 75965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds National pollutant Disharche Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment (LESS THAN 1 ACRE 1 Reference Number: B06-2592 Location: 14250 MERIDIAN RD Parcel Number: 047-330-002 Owner Name: GRAHAM, SHAWN & JOLIENNE Description: AWNING (200) Date: 11/03/2006 By: KEJ Sub Type: Patio Cover/Cvd Pch Phone: By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: Title: (2 - Date: (2- FILE Date: 11/03/2006 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: • Make sure your application is complete. fly Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at hqp://municii)alcodes.lexisnexis.com/codes/butteco/ Reference Number: B06-2592 Location: 14250 MERIDIAN RD Parcel Number: 047-330-002 Date: 11/03/2006 Owner Name: GRAHAM, SHAWN & JOLIENNE Phone: Description: AWNING (200) Signature of Property Owner: /' /2 , Date: 11/03/2006 FILE BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 75965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B06-2592 Job Address: 14250 MERIDIAN RD Contractor: CALIFORNIA PATIO'S 1633 STARR DRIVE #2 YUBA CITY, CA 95993 Printed: 11/03/2006 11:31 am Fee Description Account Number Fee Amount Paid Date Pmt Amt Patio Cover/Porch 0010-440001-4210500-1010 $150.00 11/03/2006 $150.00 SMIP - Residential 1001-0-280-1011298 $0.50 11/03/2006 $0.50 Printed By: Karen Jones 150.50 $150.50 Balance Due: $0.00 At the time of permit application, I was advised the above fees are required prior ro issuance of the permit. These fees may be changed during the plan checking process. Signature: a, Date: 11/03/2006 Pursuant to Government code Section 66020, you are herby notified those items listed above may been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). Ci 9 4Z P4 1-i S5 f I xl lco BUTTE COUNT� BUILDING DIV181C N - APPROVED Owner:610�, BP# APE LCOPY ,.n,u •,nn.a•r,yi ` A li A'•. 't of 40" E,O • _ �iy I116ernruTensdopCA1, Cyi 1. �T UC/F FITIV ,FO'azfhpGIsrE erdLeCt yFJ: ;O m .,eMsNq I bnrnd pEt duly R.F. jKENGINCER `dFRE' F. Nfi alonGl ng vrEsu OfStolMwer. the Jews f TUCKER 63ENGINEER "O ES EVALUATION REPORT NO ER -2621P 85 p .� y'9�•;cy. ^GR'z t'l �- •. n1 R. F. TUCKER ON 5' Q`PAGES DRAWING TABLE OF CONTENTS 33)93 .o ;�^ 4y\Q� :.1-• E-5110 P� ',•, �` C•[[,��4``, t FileNo. 2 "N OF NE60- 7'U•• �`•: ''••i." ,•, ^55 ; �• f OF d' 4n•nl, n' - 11P1!N pplu,uH�u. 2 PAGES 97GN01 GENERAL NOTES �i w F YUCKF S`�. ".EF �• ►Arm .�`4 OF A, vt°�°'doe»Eo.'. 97GN02 aQ� 9 +SrpNOF, r '', : `ptR ......... {''ll;'�'•. �t =k.// Op 41 a i RAYMOND F. as R. TUCrE 21152 2 PAGES 97SCOI STRUCTURAL CONFIGURATIONS 8338 FUCKER y' NUM R. F. — 97SCO2 _ ,. •. .•' 2 '' A4.ra r ✓:: BER - TUCKER 9F 4, sem'.; : r^+ .• . ' ,: P ! OP aP� ��,6 •.....Vit;.:tloS s�� .. /r" ; ^r E-T4zte 1 PAGE 1.0 ROOF PANEL SPANS AND OVERHA ATIO A IAL S at E 2 PAGES 2.0 FREESTANDING AND ATTACHED PATIO STRUCTURES i 9l to t`4 PAGES 3.0 FREESTANDING AND ATTACHED COMMERCIAL STRUCTURES = a� PROFESSIONAL 1JPAGE ENGINEER t .......... eh Z No. 4523 PAGE R. a �R Q 1 PAGE 1-7 Qt�O T AGES 97CD01 Zf 97CDO2 NO. 26070 �I 97CDO3 Elco 3.31--Z / 97CDO4 'rfgl� ciw- �Q OF CALiF 97CD06 �— �' 97CDO7 97CDO8 97CDO9 0 20818 PAGES 97LT01 97LT02 ,'•.FSS% i`.����i �rmwiUl�y4•'97LT04 ''••,• OM1A� C- .• Ail ,A# NO. i 1458 1 (ll C> rt s•On% No 205: 0 .., .nn • Ca . CERTIFICAT, \ x ; z Rn 1585E ).0 STATE OF. !I FLORIDA �_ 1 4.0 FREESTANDING AND ATTACHED LATTICE PATIO STRUCTURES 5.0 FREESTANDING AND ATTACHED LATTICE COMMERCIAL STRUCTURES „ 6.0 COLUMN AND FASTENER REQUIREMENTS FOR COMMERCIAL AND PATIO STF CCOW,Q,N, EAIT PARTS AN CTION DETAILS f'. O. R L J., f �M CAA( 1-954. rta[ssww� " h E r ;0 -• � 'u �j _' C�; 6352+ ' ' ' e ti R. F. TUi KER ` OREGON R t_TUCKFk I2T 19 AV1 •P1E Of NFW�' . No. 9' 40222 oZ �ICENSE� "'t %NTgNq VV,%CI{ s'101 MIONAL ' E-61529 PC 4074 - eQ�ol. COMPONENT PAP"'AMLONNECTION DETAILS FOR BWMAW40MMMERICIAL LATTICE .......... acu R. 1-7 Po. 213'2' . IF COMPONENT PAP"'AMLONNECTION DETAILS FOR BWMAW40MMMERICIAL LATTICE No. 7984 R. F. TUCKER a ' re LX VW - 1140 ALL ARO ORI S6 Ion 6CA h A W l L(Z-S a cv C1� No. 16273 Exp- 6-30- 07 —\~--XN 14 2005 Th R. F. TUCKER No. 032085 �.�NAL 1✓.l •' �,j .espy is st f'' /6,V APR 18 2003 60880, R. F. `kAL E a�� •`A.�Si . �:� F�i�� No. 7984 R. F. TUCKER a ' re LX VW - 1140 ALL ARO ORI S6 Ion 6CA h A W l L(Z-S a cv C1� No. 16273 Exp- 6-30- 07 —\~--XN 14 2005 Th R. F. TUCKER No. 032085 �.�NAL 1✓.l •' �,j .espy is st f'' /6,V APR 18 2003 ' u, u, ,�?" OFtssIQN "•�y . ..... _ . \\\utOl1i111'hrr still ` a••ti•••. . •';�P BA'jy,�•, yip .•'»�`•ti�F •. ''pf NFW �,1UCKF SSFONPL fNOJNfFM�,,��� N,ONTgN �°�i�? µ'$SQ_/,y'•, •,Q y�" : ¢ r• R. F. • 2 = • • SF �E Q 9 °c ''�.� '. c a 4E Ip •;s " ��OtS TER' ,O TUCKER • �' '•`'�p•�••'T UC�'9J' a ME,1i 6y ��TUCKER" taus ' y • 2 °• 6 ��` "• �+ tt. !' a E �, +�* a i R. F " RAYMO j� SEAL �• r+o. %cO.,re; •Q P: 2 o W 1 RAYMOND TUCKER 15116 PROfES5t0111LL $`,ty :� E_5170 ar i 40 2 -moi B93& y;_ TUCKER ?� ' NUMBER J0 1308 r it ••......0. ,� W �' 4314 :' C^ < c/STE RED f NES,•.•'' �: t9 FMn..�c_R 0._. "4l g °'�'` .•0.4'��CENSE� ' Fpm P`` '��d..clvl�,. Pao '_ `='•O,a�.•�L` w�� %9f 7UCK��•°� Qt�yrlly/ Fa `01 \ I, 21152 R. F. TUCKER kei. o �a/Zo1rA. uus ENGI No. NO. 260', Face ? -31 C I V I 41 20918 11-4 /F TUCI(e ••••. QY1lLEN'' 9pFESSLO� N0.8625 d �p. iil6$2 �i,4 q�fF..S..S.yONp ```. N4L E '''r�.lrrr.trtt`•• 1. DESIGN IN ACCO 'DAN UNIFORM B G CODE 1997 1�yat -` DE bT(nWr10 KNE ITS EDMON. '�P,.•�""' +. Hi LFSS TWW 15 FT Design Uplift Wind Pressure (psf) 2. ALUMINUM DESIGN IN ACCORDANCE WITH THE LATEST EDITION OF ALUMINUM ,r � u e Span Arens Eaves and Overhangs ASSOCIATION'S SPECIFICATIONS AND CHAPTER 20 OF THE UNIFORM BUILDING COD f r• r eed Unenclosed Enclosed Unenclosed Enclosed = 3. EACH BUILDING PERMIT SHALL BE ACCOMPANIED BY TWO COMPLETELY DIMENSIOt�"•�RFi_••F. ""-,...-' ': , h Exposure PLOT PLANS SHOWING EXACT LOCATION AND SIZE OF EXISTING AND PROPOSED g,�...........:.............`,.: �0 B 10.16 10.16 1016 2187 STRUCTURES. �:,trr.:,.. �� �;...... �.` QOFESs; 7 t .>:•` X90 B 16.76 16.76 16.76 3611 4. DESIGN LOADINGS: �• 1 Urt4t ' •• ' !1 `! FG'S.t a Cl, '!ot` 8 '� • . • �r ".�j4��se�;rpY µ, �. 70 C 17.36 17.36 17.36 37.40 A, APPENDIX CHAPTER 31 DMSION III. PATIO COVERS: y •.' RE NQ••°•.� � �jr `r� Ir\ iA , +' � 90 C 26.66 28.66 28.66 61.73 ot LM70AD: 10 POUNDS PER SQUARE FOOT. = C : 6362 20 POUNDS PER SQUARE FOOT R. F. TUCKER 25 POUNDS PER SQUARE FOOT �Mtl t! fT Design Uplift Wind Pressure (psF) 430 POUNDS 0 POUNDS PER SQUARE F OT •°'�7LrNDPtiD.`°• �F �0� ��Q+ Simple Span Areas Eaves and Overhangs 60 POUNDS PER SQUARE FOOT '°•° ���` F Q. F, TUCKER Unenclosed Enclosed Unenclosed Enclosed .�` Exposure WIND LOAD: F13R 0.4112 > SLOPE ( 2112 No. 032 " •••••!l� o B 10.65 10.65 10.65 22 93 B . 1758 17.58 1758 37.86 Design La Wird Pressure (per S .°C 11105 11105 ` rS SSJN} i 90 C 2980 29 80 2980 64.16 Speed Simple Span Areas Eaves and OverFiingsK e Aaa1 !ta 1 mph Height Zone Unenclosed Enclosed Unenclosed Enclosed; jI 70 Less then 10' 75 75 75 75�� 1 FOR DESIGN OF PRIMARY FRAME SYSTEMS 90 Less tiwn 10' 11.3 11.3 11.3 113 ; •'• t:. 212,: 70 Less then ]2' 10 10 10 10 '�ti5,i Design Wind Pressure (psf) 7F T' ' 4 ' Exposure B Exposure C 90 Less than 12' 15 15 15 15 rr:nttm• I h,)F9bY cefttfY w al hxs -r 70 mph 90 mph 70 mph 90 mph ccJiort.w.a•:.nt;,�1Y,�0rc 9 Lateral 102 168 17.4 28.7 a 6KYi;r ;y �1.ec 1 s.c:.w;IG, �9E,1 Jt r B. COMMERCIAL STRUCTURES 11101 I .:T• rt r':11Y� ki_bztEYc: (' ,�F Q, Uplift 10,0 15.0 10.0 16.05 EIOnQ: ' 1KIP luBr Under irl6 LIVELOAD: 20 POUNDS PER SQUARE FOOT. Of thO Stato 0( IvOmgAYM. �s/Gh '•. •. 25 POUNDS PER SQUARE FOOT �• F' UC30 POUNDS PER SQUARE FOOT R. F. TUCKER 40 POUNDS PER SQUARE FOOT oa,, _ 9 60 R111ND$, PER SQUARE F / No_2: P; TUC,r .. w REVISION DATE REVISION CEAT6tCATE D PRp., (r TUCK 1ex� a 44 i�Pto PROF Q �yd�f T`. Ra lSif9fi # t�' l ss Q'1pEMa��9�q rr ,Q'sir•.. ' tw4ut;, o p STATE ar =� t�G N O : `• C a R i. TUCKER y EN07 GINEER o 1 i 2 Pts' 4r P 2 = Rea No 27575 ❑ w z _ 135S7 y �• !'_ RLRIa1 C` W S >: Rso.arua S D En InNrin SorvlaJ In 1833 o i r; 12733 .,o.etalorwI?tGIN•�Rj 6385 -v 9 *I •1¢ FRED ENE'F� p sr yr 9j ¢¢ p�\4�5'ATE wamft9t tmmtt All N Pro �• °p' No. 2053 yt E \� N9A vJ9( a F O ` :�� LS, v GEORGIR p ,Nij� r , yytA►�r.�� c �1 �iy`fSr�3' KG fir 1000 ES EYNIIATKIN REAORf N0. ER -2041p ��� i �• n eA �� ell S'� o e " �, NONE GENERAL NOTES �'� N0. 8113 �� R. F. n fiF. Tt1C10cFi ENGINE S STAMP 97GN01 QR 2 tp1STf ^.9 PROFESSIONAL 2 6 2000 N '',-sCINE �� 9 5 3 8 NO. m oat. o No. 1)4589. F TUGS ���Op t/61RAI c33793 n- QISTERE°`�4.No. 16273�4�6 �tlt\° Etn.630.0a 7� PROFE4074 AL 4074 RE J \`\HpUI.. r. 0F \9 R. F. TUCKER E-61529 /, 8440 N\•-` OREGON TT'.*,U i:vl•+ne .� ,�prfsStawu • . ' '' 04101,11Ea, so 12109ZL1lt �' . No. 7984 R. F. TUCKER T 1' No. 16273 •Ew X30 �7 1� 1R7M3 �'• ^ j "III GENERAL NOTES: (CONTINUED FROM SHEET N0, 1) NOTE: EXPOSURE 'B' HAS TERRAIN WHICH HAS BUILDINGS, FOREST OR SURFACE IRREGULARITIES COVERING AT LEAST 20 PERCENT OF THE GROUND LEVEL AREA EXTENDING ONE MILE OR MORE FROM THE SITE. EXPOSURE 'C' HAS TERRAIN WHICH IS FLAT AND GENERALLY OPEN, EXTENDING ONE-HALF MILE OR MORE FROM THE SITE, IN ANY FULL QUADRANT. 5. CONCRETE MIX: Fc=2500 PSI 28 DAYS. APPENDIX CHAPTER 31 DIVISION III PATIO STRUCTURES MAY BE ATTACHED TO CONCRETE SLAB WITHOUT FOOTINGS WHEN THE COLUMN LOAD IS 750# OR LESS. CONCRETE SHALL BE A MINIMUM OF 3.5 INCHES THICK AND . NO CRACKS WITHIN 2'-6' OF COLUMNS. COLUMNS SHALL BE SET BACK A MINIMUM OF 4 INCHES FROM EDGE OF SLAB. 6. FOOTINGS HAVE BEEN DESIGNED FOR CLASS 5 SOIL. ALLOWABLE SOIL BEARING PRESSURE OF 1000 POUNDS PER SQUARE FOOT. STRUCTURES SUPPORTED BY FLAGPOLE TYPE COLUMNS ARE NOT ADVERSELY AFFECTED BY A 1/2 INCH LATERAL GROUND MOVEMENT.AND FOOTINGS FOR THOSE STRUCTURES HAVE BEEN DESIGNED .FOR AN ALLOWABLE LATERAL SOIL BEARING PRESSURE OF 200 POUNDS PER SQUARE FOOT PER FOOT OF DEPTH. SOILS OF ORGANIC CLAYS OR SILTS REQUIRE A SOIL INVESTIGATION AND SPECIALLY DESIGNED FOOTINGS. FILLS MUST BE PLACED UNDER A LABORATORY CONTROLLED COMPACTION SUBJECT TO APPROVAL OF THE BUILDING OFFICIAL 7. ALUMINUM BOLTS TO BE 2024-T4. B. COMMERCIAL STRUCTURES MAY BE USED FOR PARKING OF MOTOR VEHICLES PER LOCAL BUILDING CODES. APPENDIX CHAPTER 31 DIVISION III PATIO STRUCTURES MAY NOT BE USED FOR PARKING OF MOTOR VEHICLES. 9. FREESTANDING STRUCTURES SHALL. NOT BE ENCLOSED IN ANY MANNER. 10. STEEL BOLTS SHALL BE ASTM A-307. 11. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRENGTHS MAY BE USED. 12. STEEL FASTENERS SHALL 8£ EITHER STAINLESS, GALVANIZED OR DOUBLE CADMIUM PLATED 'AN' BOLTS. 13. HIGH STRENGTH BOLTS SHALL BE ASTM A-325. 14. EMBEDDED COLUMN SURFACES SHALL BE CLEAN AND FREE FROM OILY SURFACES. 15. PATIO STRUCTURES ARE DESIGNED IN ACCORDANCE WITH APPENDIX CHAPTER 31 DIVISION III OF THE UNIFORM BUILDING CODE. 16. HEADER SPLICES SHALL NOT BE LOCATED NEARER TO THE END OF THE STRUCTURE THAN THE FIRST INTERIOR COLUMN. 17. PATIO STRUCTURES MAY. BE ENCLOSED WITH INSECT SCREENING. 18. STRUCTURES MAY BE ATTACHED TO RAFTER OVERHANGS 'PER SCHEDULE. 19. WHERE ALUMINUM ALLOY PARTS ARE IN CONTACT WITH DISSIMILAR METALS OTHER THAN STAINLESS, ALUMINIZED OR GALVANIZED STEEL. OR ABSORBENT BUILDING MATERIALS, LIKELY TO BE CONTINUOUSLY OR INTERMITTENTLY WET, THE FACING SURFACES SHALL BE PAINTED OR OTHERWISE SEPARATED JN ACCORDANCE WITH U.B.C. SECTION 2004.3. 20. ALL SCREWS CONFORM TO ANSI 818-6-4 AND SAE J933. GENERAL NOTES FOR LATTICE STRUCTURES: (PERTA)NS TO LATTICE STRUCTURES ON DRAWINGS 97SCO2 AND 97LT01 THRU 97LT06.) 1. SEE GENERAL NOTES, SHEET 1, SECTION 4 FOR LIVELOAD AND WIND LOADS. 2. OPEN LATTICE STRUCTURES SHALL NOT BE ENCLOSED. cH� a� i' ice NO.:Lf.1j RQ&Tf REVISION DATE REVISION r C:i Engineering Sorvia�e NO. 2 ' �' 1140 All Pro Drfw E6dwr1, IN 46514 J' : KG ICBG ES EVALUATION REPOKT NO. ER -2621P \,f C C t?j NONE �'� GENERAL NOTES EN N S STAMP pini"nnn 97GN02 SHEE2 OF 2 No. 16273 Exp.6aa 0'1 JUN 14 2005 �,P � O �Y f �yrS�®� f �U Ep1L,,,,.,, ni KA 4 LENGTH VpRIE75% OF PFUIECTION MIN. IiNGiH FOR MIN. �NPANEL JOINT SCHEDUI- FAVENEFS/ ( A CIVC o03 NO. OF X10 SM �Q� Z BIER AN ATTACHED STRUCTURE INSTALL . COLUMN t VERTICAL 9 � NG H VAFIES t PRO.IECTION 'MIN, 0.4`/FT, NO FASCIA �ECnom _ END COVER PANEL FASCIA HEADER INTERMED. BEAM MAXIMUM �R P EL it INSTALL . r OVERHANG 25X COLUMN w ROVIDE 1 1/2"XIV!! N OPTIONAL 3 1/2' L -PRC OPT. 3 1/2" CONC. CONCRETE SLAB •d. I � d'Y SEE NOTE # 5. : SHEET 97GNO2. DRA SCHEDULES _ y - SEE SCHEDULE FOR VARIES. SEE FOOTING SIZE. SHEET 97GNO2. v a LENGTH1. No. 16273 �NTlL '-j EIo- GT FASCIA E SP C FOR COLUMN SPACING SEE AIV /; N0 TABLES 2.1. 2.5. 4.1 OR 4.2 ASCI DATE REVISION CIVIt .. ItR— OVER PN O HANG. M ATE 1/2'r STEEL B � 25% COL. BAR 9 1 B' LONG w z ' SPACING JUN 141005 "' NO. C Engineering Services INSTALL 1140 All Pro Drive Elkhvt. N1 46514 COLUMN VERT E NOTE #7, SHEET 97GNO2. PROVIDE 1 1/2"SEE SCHEDULE FORDRAIN 'Kt; " " • FOOTING SIZE 'd'.° = TYP. Lv"ulNONE CUBE SIZE PROVIDE 1 1 OPT. 3 1/2 CONC SLAB . oda -r DRAIN SEE NOTE 5 ON EERS STAMP SHEET 97G902. Iffm 97SCOI MULTISPAN ATTACHED CANifLE11M STRUCTURE NGTH VARIES FOR COLUMN SIZE SEE 'COLUMN SCHEDULE'. o I NOTE: PATIO WIDTH VARIES W/ SELECTION . OF HEADER, NUMBER. OF -COLUMNS FASCIAHEADER ?OANEL srALL NOLUM AND LOADING CONDITIONS. SEE SCHEDULES FOR MAX. COLUMN SPACING. VERTICALLY = I� PRAVIDF 1 1/7 • DRAIN gPT. 3 1/2` CONC. `d` I SEE SCHEDULE SINGLE SPAN FREESTANDING STRUCTURE 1_j PLACE .1— 14/2.06 FOR FOOTING SIZE. BAR AS SHOWN EO COLUMNSPACING SPACING = VERTICALL ` STLCOL.TYP. 2 NSTALL CO VERTICALLY F � I `IDE 1 1/2' I_ ` 1/20 STEEL BAR OPT. 3 1 z� CONC. SLAB ed -d' 'd' ® 6' LONG SEE NOT��! 5 ON SHEET 97G 02. SEE SCHEDULE FOR MULTISPAN ATTACHED STRUCTURE FOOTING SIZE — "d" IS TYP. CUBE SIZE OPT. 3 1/2" CONC. pFESSIod SCHEDULE FOR t SLAB—SEESEE NOTE # 5 ONFOOTING SIZE SHEET 97GNO2. v a No. 16273 '-j EIo- GT ENrl F SPAN ATTACHED CAYM&-BRED SMUCTUR /; DATE REVISION I DATE REVISION CIVIt .. I�e ' ' JUN 141005 "' NO. C Engineering Services 1140 All Pro Drive Elkhvt. N1 46514 'Kt; [CBO ES EVALUATION REPORT NO. ER -2621P Lv"ulNONE OORi1PS STRUCTURAL CONFIGURATIONS EERS STAMP -2/A/7nnn Iffm 97SCOI 1 OF 2 BAITER NOTE: SEE TABLES �,Cf Rl 31X 8' ALUM. BOX MAM OR 4.3, 45. 53 AND 5.4 (qPM FTER SPAN 3k 8'X 12 CA S'ifL 'C' BEAM HEADER I MULTISPAN FREESTANDING ,t V MIN. O'HANG LATTICE STRUCTURE So�t� iM0 OR MORE SPANS . `I1 �d ' RAFTERS 10224''RD.C. Y. 8" ALUM. E RAFTER NOTE`G; LATTICE OVERHANG 16' FDR 1 1/2' X 1/2' 10 COLUMN HT. 4� .►►y Ff OF CLEM SPAN 3'X 8'X 12 GA f� `F TS ply Y STEEL 'C' BEAM .� M• FOR BEAM WRAP DETAIL, } G �� tb SEE SHEET 97LTC3. DETAIL 'L23'. '? � '+r 6 OPT. 3 1/2' CONC. SLAB—'- FOR LAB—'FOR FOOTING SRE 6 SEE �QQ SEE SCHEDULERAFTER OFF. 3 161,2' tbNC. I 1 �i .d. NOTE SLAB- SfE NOTE t��J 5 ON SRO 67GN112 �,,t+,.f 10 ,T�1T�'1' Q�• Qy SINGLE SPAN ATTACHED %sy 2" x 6 1/2` OR 3" x 8"c 1 Q�pFESSlpyq� LATi10E SFRUCNRE y ' ' 0 24' O.C. ERS .. ,44 or LATTICE: 0.018" x 1 112" x 1 1/2' OF No. 16273 owWG 257! 0 3" O.C. MINIMUM 'OR 9• COLUMN G 25 2 "x 2" ® 4' O.C. MIN. ,i� 3•'!C ^�6 ��1 l * E.P. &'43- °1 I SEE SCHEDULE FOR ''44b� �1i� QFC;rtE$$!Grya, VI COLUMNS. ALL COLUMNS I OE MSE i TICALLY. OPT. 3 1/2" CONC.MAY 11p 1Q��•fGyG� SLAB 2 COLUMNS.' JUN 1 4 2005 3 1/2CONCRETE SLAB.)6 1-1 I I 1•., 3 X LONG /'4 F 'I PLACE 1- 1/2" OX 6' c7 MULTISPAN FREESTANDING gByR J 1 E c. b•30 OS ,r STL EIAR AS SHOWN mum SEE SCHEDULE FOR E FO SIZE d € FOOTING SIZE. \lf , V { DATE REVISION GATE WE&I514 TW TW TW -►1 TW TV TW TW QQ T /f ��✓ APR 1 S 20 rnR IJ 7--r 4 OVERHANG— NO 6 0 2 Engineering ServT.c�csd r V��� co. MF4ffleHmax 1140 All Pro Drlw Ul �! ElkhorT. IN 46314 r Q V AJF ICSO ES EVALUATION REPORT NO. ER -2621P P �pR CA_ �� NONE DR PART STRUCTURAL CCNFIr,URATIONS 9 y FREESTANDING STRUCTURE ATTACHED STRUCTURE - NAME E6 TIBUTARY WIDTH (TW) DIAGRAM (TW) DIAGRAM F TIN E STAMF 2/B/2000 57SCO2 2 OF 2 THOS PAGE LEFT INTENTIONALLY BLANK mpk,eAmax MODU ,n 1 140 ALL PRO ORIV ELKHART,IN 46514 ICDO ES EVALUATION REPORT ER -4621? BLANK PAGE DATE: 2/6/2000 MAR 0 3 2000 APR 18 2003 2 7/rxtr $7M PANEL DESIGN SPANS FOR PATIO STRLICIUR!$ LIVE PANEL 17 fEIOHr LOAC T 70 00 OVER MIF) M MPH MPH RANO 10 0.0120 IC4r 1441' S -r ROOF HEKWr 1r CALM 19.r Wr r 64r 20 CAM r-4' r -r r4r 44r 0.0140 1P4r 11'4r r -r 20 0.0120 r4r 94r V-4' 40 0.0140 1r -4r 1r -r 44r 20 0A1" 6-r 6•r 2'4r 0.01w r -r r -r r -r 0.014E r -r r -T S4r 40 CAM 4S 41' 7-/' ome C.Ma r{ r -r 3. r 00 70120 7-tr 7 -IV` P4' S -r 0j"6 -1r r -1r 7.11' 2 yr x 1r STS PANEL ALLOW. $PAN FOR COWERCIAL STRUCTURES . LIVE 6 C Ma MAX 7000 70 90 LOAD jPANELjZXP.BjEVbOSUREEr T OVER (PSF) 'RA 1 IRI 1 MPH 1 MPH KV40 MAMILN ROOF HEKWr 1r r-lt' 20 CA120 r4r r4r r4r 44r la-lr OA140 +7-17 +7-1- +r -r c -r 25 0.0120 T-1' T-1' r-1' 44r 174r OA140 to -11' 1a-11' 17.11• 44r 30 0.0120 rtr r4r r4' T-4' /S4r 0.0140 104r +014r ta4r s? 40 0.0120 4-r r -r !-r 7-r T{ 0.0140 r -c r.r r-c7s T -c w 0.0120 3, -r3 --r 7,2' r6' r -+r 0.01w r -r r -r r -r 7.11' ALT. 21? x lr ROOF PHL ALLOW. SPAN FOR OCMiQtCNL STRUCTURES LPUE 6 C Ma LOAD IPANUleXP.51!J(POSIIRE T 1000 70 00 OVER 0.032 WPM IOM MPH I1MIG ROOF MJQW /r 20 OA10 C,1' $-r r-lt' 7i 14 OA24 la-lr la-tr 1Rr s -r OAT2 174r 17.0' 174 S -S' CASE /S4r 19d 174r 9,r 25 0.01E T{ 7-4• T -c s4r 0.024 r -+r 9.1r r-lr OM2 11'4r IlAr IlAr Sd ome 17-r 17-r 17-r si' 20 0A14 rv' r4r r4r S -r OA24 r4 r4 94r 4f 0.0]2 11'4r 114r 11'4 54 OAJE 11-10' 11*401 it' -1r sem' 40 OAIE s-11' S-11' s-ir r6' oA24 T-+1' r-11' r-tr x4r oxim v -r r -r r -r 4E' OA30 10'? lab' 1a4r 4%IW w CAS 4-11, r -1r r.tr 7S OA24 r4' r4r r4r 3-1' 0.0.12 r-11• T -1r r-ir s4• OAIE r4r " r -w I c r PANEL T rot! SIC SMS FASTENER SPACING WIND LOAD vATNONEXP 0 1 EXPOSURE C 70 W io 0o 0.016 6 S 441' 7-11 • 0.024 11' 0.032 14 0.036 14 0042 14 am APR 1 8 2003 2.25 -LI IJ F 6.00'^1 �A �2-� 1/2' r 66" ROOF PANEL. 2.464 1 1 n 2 1/2" X 12" ROOF PANEL 2.10• i l----,8.00--� nC 2 1/2" X 18' ROOF PANEL 3.500' 12.00' OD 3 1/2' x 12- ROOF PANEL y375' 1 j \ / 20ALTERNATE 2 1/2' x 12' RDOF PANEL 00 Amerianax BUnim PROu(M INC . 1140 ALL PRO DRIVE ELKHART.IN 46514 JUN 14 2005 SUITE COUNT BUILDING DIVJ'S,Ioh--f . 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FODTER SkU LOAD $LIRA FREESIANWNO ATT Till COLUW SPACING FOOTER Y FTR COLUMN /IOG/IiS V R IT t6 If 70 MPH EXPOSURE 8 20 9 1 t'�r 21 23 25 26 18 9 10`.9' 21 23 25 26 19 10 10'-0r 20 22 24 25 19 11'. 96 21 23 25 26 20 17 9-1' 21 23 25 26 21 13 9A' 22 24 26 27 201 14' fr-r 22 24 26 27 21 1S 9-1' 23 25 27 28 21 19 7-10 23 25 27128 21 1T T -T 24125 27 29 21 70 MPH EXP06UREC 20 9 i V -Z' 25 26 28 30 19 9 10`4r 25 26 28 30 19 10 [OJT 23 25 27 28 19 11' 9$ 25 28 28 30 20 1Z 9-1' 25 26 28 30 21 18 9.9' 26 27 29 31 20 14 94V. 26 27 29 31 21 15 • 9-1' 28 26 30 32 21 19 r-10' 28 28 30 32 21 17 1 T -T 127129131 1331 21 90 MPH EXPOSURES 20 9 11'-2" 24 26 28 29 22 9 10$ 24 28 28 29 22 10 104r 23 25 27 78 22 11' 96 24 28 28 25 23 17 9.1' 24 26 28 29 24 13 94' 25 27 29 31 24 14' 98 25 27 29 31 24 19 9.1' 25 28 30 32 25 19T-10' 26 20 30 32 24 tT T -T 27 29 31 33 25 90 MPH EXPOSURE C 20 9 11'-r 28 30 32 34 23 9 10$ 28 30 32 34 23 1V 10A' 27 28 31 32 23 11' 9$ 28 30 32 34 2 `. 17 18 9-1' 913' 28 29 30 31. 32 33 34 35 r_ 14' 91s 20 31 33 35 70 MPH EXPOSURE 8 AND C 25 6 10-0' 23 25 27 28 1 9 9S' 23 25 27 28 19 10 9-11' 23 25 27 28 19 11' 9$ 25 26 28 30 19 1r 9-r 25 26 28 30 20 13 T-10' 26 27 29 31 20 14' T$ 26 27 29 31 20 1T T -r 26 28 30 32 20 19 I Td 12s1291 301 321 20 ALL FOOTERS LISTED ARE CONSTRAIi TO USE NONCONSTRAINED FOOTERS SEE TABLE ON SHEET 2 OF 8 ABLE 3.1 APR 18 2003 JUN 14 2006 No. 162;.3 FAo EE30.OS MAR 0 ��ea-�max BUUMPBODULU AIG 1140 ALL PRO OR1V� ELKHART IN 46514 ICBO ES EVALUA110N REPORT tF-2521P roaTiR SPANS, COLUMN Tvft r, [DOTER SPA AND COLUMN TTFC t rREESTANDING AND ATTACHED COYY[ttC1A Si ORES SNE[i a O 0411. 11 a 2000 1.0 FREESTANDING AND ATTACHED COMMERCIAL STRUCTURES LAE LOAD OW) YM WDTII A w[�1+ y /waw �� waAu WE LOAD TTDB 1t[DIM a' Naov[w�w wr[n 1.[Ao[w w• [rcn a wur. IC' NR[[[ C wr. TRB M4DTN rn MAX COLUM ePACING CPN. FOOIER DQE No An IMI COI$. FOOM SIM ST a" O1Al1l1 0010 FOOT6i V rr tr x x 801 vver NAA CCLU1H W_ DONS. FOOTER 4� A YAR COLUMN SpAOND 0016 FOCTER SCM CO1111M 8BUIvr�rLlv able FOOTER WE A v Cat 19 1s I9 SPACIIO v er Tr x AOf.' V ot9 25 SPACNG 33 rr tr x x 9 20-i' 33 35 37 39 29 274 33 35 38 40 31 274 35 37 40 42 33 39 S 94r 22 24 26 27 18 20-11 20 31 33 35 25 2B'-11' 31 33 36 37 28 9 9 194' 32 34 37 38 30 217.0 33 35 37 39 32 2r-11' 34 38 30 41 33 34 9 T4' 22 24 25 27 18 19-x. 28 30 32 34 26 2T-11 30 32 35 37 30 B 7 1TJT 31 33 36 37 31 WAG' 32 34 37 3B 32 23-1* 33 35 36 40 35 31 T 943' 22 24 26 27 18 1T -T 27 2D 31 33 26 2S -W 30 32 34 36 30 T 9 15-11' 32 32 35 36 32 1T4r 33 33 36 37 33 21=T 35 35 37 39 35 32 9 64 22 24 26 27 20 19.6' 27 29 31 33 27 24'-1' 31 32 34 36 31 8 9 1547 32 32 35 36 32 19-7- 34 34 36 37 34 204' 36 36 37 39 38 33 9 64r 23 25 27 28 20 19.6• 28 28 3D 32 28 2r -V 31 31 34 35 31 9 10 10S 33 33 35 35 33 1543' 34 34 35 30 34 194• 37 37 37 38 37 31 31 10 S8 23 25 27 28 21 108 28 28 3D 32 28 21'4' 32 32 33 35 32 10 11' 178 34 34 34 35 34 1647 35 35 35 36 35 19-11 37 37 37 37 37 32 11' SS 25 28 26 30 21 t4f4r 20 26 2D 31 28 20-T 32 32 33 35 32 11' 17 17-T 34 34 34 35 34 IC -W 35 95 35 $ 35 18'-r 38 38 38 36 36 1Z4r 12' 5-r 25 28 n 30 22 17-T 35 2D 35 29 19F 33 33 33 34 33 17 17 176 35 35 1 35 35 35 18.10' 35 35 35 35 35 1 T4' 38 38 3B 98 38 C 13' C-11' 26 27 2D 31 21 129112.131 17-11' 29 29 29 31 29 1 19-11' 1 33 11331341 33 39 39 33 17 IC 17835 35 39 35 35 35 35 134 361361351361 32 36 36 36, 164r 38 38 38 38 38 1Z 1f 94r 26 27 29 31 22 1ZS 30 30 3031 36 30 19-T 34 34 34 34 34 14' 35 25 30 4' 21'-1' 29 31 34 35 27 294• 30 32 34 38 29 368 32 35 37 39 32 25 r 9.0' 27 201,31 27 32 21 1T-11' 31 33 36 37 26 263' 35 37 40 42 30 4' 34 30 9 19-10' 28 3D 32 34 26 22'-11 30 31 34 35 30 373 34 34 37 39 34 17-11 5 947 25 27 28 30 21 Rear 30 32 35 38 27 234f 33 35 38 40 31 S 24 28 6 tT-T 29 29 31 33 29 20-11 31 31 33 35 31 29.5 35 35 36 37 35 21'-T 6 74 25 27 29 30 23 1r -r 30 32 35 36 28 21'6 33 35 37 39 32 6 31 90 T 15.11' 30 30 3D 32 30 194 32 32 32 34 32 274' 36 36 36 37 36 27 T 68 25 27 29 '30 23 1741 29 31 33 35 29 19-10' 33 34 37 38 33 .7 38 96 8 1r-11 30 30 30 32 30 18-1' 33 33 33 34 33 2945' 36 36 36 36 35 13'6 9 64 25 27 29 30 34 12'6' 30 31 33 35 30 19-r 34 34 37 38 34 9 27 2E 23 9 1f4T 31 31 31 31 31 17d 33 33 33 33 33 24'47 37 37 37 37 37 27 9 645' 27 28 31 32 24 t1'-11' 30 30 32 34 30 1T.4r 34 34 3B 37 34 9 9-7 27 10 IT- 32 32 32 32 32 16-7 35 35 35 35 35 27-V 38 38 38 38 38 36 10 S$ 27 28 31 32 24 11'•4' 31 31 32 34 31 16-7" 36 36 36 37 36 10 38 29 tt' 1Z4r 32 32 32 32 32 196 35 35 35 35 35 21'8 38 36 38 38 38 14'-11. 11' SA' 28 30 32 34 25 108 31 31 32 34 31 15-11 35 35 35 36 35 IT C 17 17-7 33 33 33 33 33 14'8 35 35 35 36 96 20-r 39 39 39 39 39 37 17 S3 2111301321341 35 39 40 26 104' 32 32 32 34 32 15-7 36 36 36 36 36 1Z - 31 13 11'8 33 33 .0 33 33 10-7 38 36 36 36 38 19-10' 39 39 39 39 39 S8 13 9-1' 29 31 33 35 27 9-11' 9 17-7 31 31 32 1r4r 37 3737 32 37 37 17 32 201' 1f 11'3' 34 34 34 34 34 178 36 36 38 36 38 19.1' 40 40 40 40 40 31 1r 4'-11' 29 31 33 35 26 9-T 1-1321,331351 33 33 39 35 33 UI' -0' 37 37 37 37 137,37 37 IC 27 29 90 MPH EXPOSURE 1747 C 11' 11'47 31 31 32 34 31 13834 34 34 3S 34 1S 4'47 9D 92 95 98 26 93 33 33 33 36 33 178 37 37 37 17 10-r 19 30 r 21'-1' 33 35 37 39 28 24'-11' 34 36 39 41 29 91'3" 36 38 4/ 43 32 28 708 90 MPH E:XP176URE, 24 IT -11' B 60 4' 16. 1 30 32 95 38 25 163' 32 34 97 98 27 25-T 34 98 39 9 19-11 32 34 37 3B 29 274' 33 35 38 40 31 26.1 35 37 40 42 33 30 4' 9-7 23 25 27 28 20 2247 28 30 33 34 27 30.4' 31 33 36 36 31 r 24 106` 9 17-7 31 33 36 37 30 20'4' 33 35 37 39 32 258 34 36 39 41 34 39 5 T4' 22 23 25 27 21 206 29 30 33 34 29 29-7 32 33 35 37 �37 32 S 178 30 T 15-11' 30 32 35 38 30 19-10' 32 34 37 38 32 238 35 35 38 40 35 32 312 ..6 68 22 23 25 27 21 193 30 30 32 33 30 268 33 33 35 34 37 33 6 'a 14r I 9 1r -1P 31 32 35 38 31 1747 33 33 36 37 33 27-1' 36 36 38 40 36 33 7 6-7 22 23 25 27 22 1740' 31 31 31 33 31 27-7 35 35 35 36 35 T 10 98 9 1r -O' 32 32 33 35 32 16-T 34 34 38 37 34 20-11 36 36 37 39 38 64' 5-11 9 94r 22 23 25 27 22 198 32 22 32 33 32 2r-1' 38 36 36 35 36 6 10 174' 33 33 33 35 33 1S8 34 34 35 38 34 /94r 37 37 37 38 37 11'-11' 9 946 23 25 27 28 23 198 32 32 32 32 32 27.1' 37 37 37 37 37 9 11' 178 33 33 33 35 33 111 95 16-11 37 37 37 3B 37 10 1 24 25 27 28 24 14'-11' 39 133 33 33 21'-11 37 31 37 37 37 10 n 1Z 17.7 34 34 34 35 34 1r4r 36 36 36 38 36 19-1' 38 38 38 38 38 11' 4'-I1' 24 26 � 29 29 173 34 34 34 34 34 20-11 38 3B 38 38 38 11' 17 11'8 34 34 34 35 34 13-11 M 111111111 38 38 36 36 1 T4 39 39 39 99 3B 12' f8 2A 28 n 29 24 13-T 34 34 34 34 34 20d 38 38 38 38 38 17 14 11'3' 35 95 35 35 35 17.4' 36 36 38 36 36 168 39 39 39 39 39 -13 , 48 25 27 29 31 25 13-1' 35 35 35 35 35 19-T 39 39 39 39 39 17 35 25 6 194' T 29 31 33 27 19-11 2B 30 32 34 26 274 32 32 35 37 32 3D C _ 4-7 23 25 27 28-17 21f-1' 274r 29 31 34 6 14'-11' 27 28 30 32 27 19-2' 30 30 32 34 30 24'-11' 33 33 34 35 33 32 S T4' . 22 24 26 27 18 '29-W 29 31 31 28 T 17-11 26 28 29 31 26 168 30 30 31 33 30 Zr t' 34 34 34 35 34 37 6 64r 22 24 28 27 18 1947 2B 3E 4042 9 17-11' 29 29 29 31 29 1S8 31 31 31 32 31 21'-T 34 34 34 35 34 32 T 6-2' 22 24 26 27 18 1T -r 27 2E 30 9' 17-T 30 30 30 31 90 1r-11 31 31 31 32 91 294' 35 35 38 35 35 9-7' 6 5'9 22 24 26 27 19 16.7 27 2E 31 10 11'-T 30 30 30 30 3D 144r 33 33 33 33 33 194' 36 36 38 38 96 9 945' 23 25 27 26 20 158 27 2E 11' 114r 30 30 30 30 3D 13'6 33 33 33 33 33 168 36 36 35 36 36 Tor 19 F-2' 23 25 27 20 21 I f -W 27 2E 23 12 1 10-T 1311311311311 23 13 31 112'-Icrt 331331331 28 27 33 1 33 1 Ir -11'137137137137 9-11 22 24 37 1 27 11' 17 13 7.11' 4'47' r826 25 25 26 26 27 28 26 29 30 30 31 20 21 21 14'd 1745' 17.11' 28 2E 28 2E 28124 9D MPH EXPOSURE C 30 9 9-7 27 28 31 32 21 9 40 r 164' 32 34 37 38 27 273 33 35 36 40 26 30-T 36 38 41 43 31 32 9 164'31 33 36 37 28 19.1132 34 34 37 38 29 27435 31 37 40 42 33 If r4 26 27 29 31 22 176 129129 i9 6-7' 9 14'-11. 30 32 36 36 28 19.7 32 34 37 38 30 20-11' 34 36 N 41 33 31 90 MPH EXPOSURE C T-1' 27 28 31 32 21 T 17-11 29 31 33 35 29 196' 31 33 36 37 31 23-1' 95 35 39 40 35 30 4' 6-T 27 28 31 32 21 Ir -11- 31 33 27 5 1Z-11. 30 31 33 35 30 19.532 29 32 38 38 32 21'-7'35 27 35 37 39 36 20 S r4•25 S8 27 29 30 21 19-T 30 32 9 17-7 31 31 33 35 31 1r-11 32 32 35 36 32 201' 36 38 37 39 36 _ 6 9825 27 29 30 22 1r-7'30 32 19 11'-T 31 31 32 34 31 W4r 33 33 33 35 39 19-4'37 37 37 38 37 T 6-? 23 27 29 30 23 1747 29 91 11' 11'47 31 31 32 34 31 13834 34 34 3S 34 1947 38 38 38 38 38 6 S4r 25 27 29 3D 23 17-V 30 31 17 10-r 32 32 321341 32 17.11 34 34 1341351 34 /T-11' 38130138138136 9 Sr 27 28 31 32 24 IT -11' 30 30 60 4' 16. 1 30 32 95 38 25 163' 32 34 97 98 27 25-T 34 98 39 tt 3D t0 6-7 27 28 31 32 24. 11'4' 91 91 S 13-W 29 31 33 36 28 163 31 33 38 37 28 27.11 33 35 36 40 31 11' f-11' 28 30 32 34 24 106` 31 31 6 173 29 31 33 35 27 1xAIr 30 32 35 36 29 20-11 33 35 37 39 32 17 r r 2B 3a 32 34 24 10.4' 32 32 T 11'4' 28 3D 32 34 28 178 30 31 33 35 30 194 33 34 37 36 33 17 4W 29 31 33 35 25 9.11. 32 312 6 10-r 28 3D 32 34 26 17-11 31 31 33 35 31 19-t' 34 34 37 38 34 14r I 4'4 28 31 33 36 26 9-T 133 33 9 t04T 29 29 31 32 29 17-7 33 33 33 35 33 1r4)' 34 34 36 37 34 40 r, 7'-7 24 27 29 30 20 17'-1r 31 33 10 98 30 30 31 32 30 11'-6 33 33 33 34 33 16-r 35 35 36 37 3S S 6 64' 5-11 25 23 27 25 29 27 30 28 ' 20 I1 1847 tr-T 32 30 32 TABLE 3.1 T 1 SS 25 27 29 30 22 130 13'820 31 6 6.1 25 77 29 3D 23 .17.5 3D 31 - 9 r6' 27 2B 31 32 22 11'-11' 30130 35 25 29-2* 31 33 36 37 28 5' 34 28 26'8 30 32 35 37 29 6 33 28 29-T 30 32 34 3T 30 T 33 27 21f-1' 31 32 34 36 31 9 32 27 278 91 31 34 35 31 9 32 27 214' 32 32 34 35 32 10 31 7.8 20-r 33 33 33 35 33 11' 31 28 198 33 33 33 34 33 1Z 31128 19-11. 34134134134134 '23 14' 37 17 27 278 33 35 38 40 31 S 28 21'6 33 35 37 39 32 8 29 19-11 33 34 37 38 33 T 30 19-T 34 34 37 38 34 8 30 178 34 34 35 37 34 9 31 19-T ffi 36 96 37 35 .10 31 15-11 36 35 35 38 35 11' 32 15-7 36 36 35 38 3012* T-11 25 32 1f4r 37137137137 '23 14' 37 17 33 1441' 37 37 37 37 37 It 26 263 35 37 4042 1 28 30 1• 27 274r 33 :% 9B 40 31 9 28 21'.7- 33 35 37 38 32 6 29 19-11 32 34 37 38 33 r 30 19-T 34 34 37 36 34 9 30 lr4r 34 34 36 37 34 9 UVE PRO s /n' [aiw YOtO wN.O[w lOI1D RG LLgk COW. FOOIBI 6m FOR ALL COLUMNS SEE 71ON C= $TANODf ATT DETAIL 'ir M4 V A7TtltEa ATTAta® sPAC7G v 3'CL.OVBt1EAFSTEEL COL. 1241- LIMN/ V 7 SOLIARE STEEL COLUMN 1fd oT rr to x G 90 MPH EXPOSURE B 25 9 I104r 23 1 25 27 28 21 Ir4Y 9 94* 23 25 27 28 22 10 9-11' 23 25 27 28 22 11' 98 24 26 28 29 22 17 9-7 24 26 26 29 23 17 T-11 25 27 29 31 '23 14' 78 25 27 29 31 23 1S T3 26 28 30 32 23 tB I 7-4T 1 26 1 28 1 30 1 32 1 23 90 MPH EXPOSURE C 25 9 1047 27 28 31 32 21 9 9S 27 28 31 32 22 19 641' 27 28 31 32 22 71' 98 28 30 32 34 23 1Z 9-7' 28 30 32 34 24 17 7-11 29 31 33 35 23 14' T8 29 31 33 35 24 70 MPH EXPOSURE 6 30 6 9.7 20 22 24 25 21 9 9-r 20 22 24 25 21 10 93' 20 22 24 25 22 11' Tor 21 23 25 26 22 17 TS 21 23 25 26 23 13 T-7 22 24 28 27 23 tf 9-11 22 24 26 27 23 19 6•T 23 25 27 28 23 90 MPH EXPOSURE C 30 9 9-7 27 28 31 32 21 9 9-T 27 28 31 32 21 10 9.7 27 28 31 32 22 11' 7,8 26 30 32 34 22 17 TS 26 30 32 34 23 17 T -T 29 31 33. 35 23 it 9-11 29 31 33 35 23 i9 6-7' 30 32.36. 38 23 40 9741' 25 27 29 30 20 9 T8 27 26 31 32 21 10 T-1' 27 28 31 32 21 11' 64r 28 30 32 34 21 17 6S 28 30 32 34 22 17 6-7 29 31 33 35 22 60 7' 6-11' 25 27 29 30 19 6 68 25 27 29 30 20 9 1 9-1' 27 28 31 32 20 10 S8 27 28 31 32 i11 APR 18 2003 ..N wo�c •P..a ELKHART IH 46514 KBD [S CYALYAnON RVOaT ER -26211 N[A0[RSPAW COLUMN SPACING. T00TEO SRA AND COLUMN 717 C roa TRC[SlA11DING AND AnACN[0 M[ s+I[n 5 s OF a a DAY, � 1000 JUN 14 2W5 BU r TE P F Apu MAXIMUM COLLIM11 HBGH7 CGL COLUMN DESCRIPTION SINGLE FREEST FOR ALL COLUMNS SEE SPAN OR MUITISPAN DETAIL 'ir M4 V A7TtltEa ATTAta® E 3'CL.OVBt1EAFSTEEL COL. 1241- r -r F 7 SOLIARE STEEL COLUMN 1fd 1114T G C SQUARE STEEL COLUMN IF -01 164 N r SQUARE STEEL COLUMN tr4r 16147 J r SMARRE STEEL COLUM IF -C Ir4Y ..N wo�c •P..a ELKHART IH 46514 KBD [S CYALYAnON RVOaT ER -26211 N[A0[RSPAW COLUMN SPACING. T00TEO SRA AND COLUMN 717 C roa TRC[SlA11DING AND AnACN[0 M[ s+I[n 5 s OF a a DAY, � 1000 JUN 14 2W5 BU r TE P F Apu 4.0 FREESTANDING AND ATTACHED LATTICE PATIO STRUCTURES UVE TAB MAMMUN COLUMN 3PACrR3 J7af STEN C BEAM IJVE TR2l MAX4UN COLUMN SPACING Star STEEL C BEAM LOAD MYTH FOR ATTACHED LATTICE ON 600 MAX COW. FOOTING SIE LOAD •MOTH MAX MAX CANS FOOTING SUF ATTACHED 13-r NEWERMUSTBE ABLE TOSPM COLUMN FREE ATIACIED CA36 COLl110N HEADERMUST BE ABLE TOSPATI COLUN.N FREE ATTACHED FTR FOL 115916 COLl1AT1'A' ALL OTHER SPAM FIR FTR MN SPAC9VG 5PACPA7 UBNGCOLUMNW ALL 9PAUNC FTR PTR ANAWJM v•f 0.o42 MAX LBNGiR OF I70LIIMN COUNTS N •4' COUIIW T4• MAX LENGTH OF COUMN OTHERS 11'r 104• V COLUMN TYPE 1 10.11 100 e0 ON SLAB tYT+E TYPE S4' TYPE tad 100 e0 ON SLAB 90?0" WINDSPEL'D TYPE 17 OR LESS 70 MIP71 10 OR LESS 901FI1 4' IT OR LESS 26 17A 174' 10 f 21'-1' 274 2S -r gra' A .7 10 1T •54 S-7-114 /f.r 11-2• Tz r 29 29 C 21 S 19.17 1T -T 2Qb' 21"-0' 11 A 11'-11" 26 111 4'd If -11, S•C 5'•17 11'-+7• 29 29 C Z3 r 1f-1• +fr tTf 7711 A 12'-1' 27 22 /9 f1" Sr S4 11'•7 30 30 C 21 T 17.1' 17-r 1f -r 184 2114• 27 92 C : 25 27 A f6 S-1• 51.711'J• A 30 30 C A• r t9 -r 1114 17r I7-1' 2r.T 26 22 C 21 21' 1rz 26 f-17 S-0- 11w 31 31 C 11 r 94• 94' n•1" 11111 x11 2e h c A- 27 S f -r f1" 4'11 tor• 30 30 e 2D f 111.1" 11. 11 17S 1Tr V tf Va 11.17 19J' 194' gra 211 D C IT Tr 1"J• 1J' 9r 21'•11' 25 n C A S 11.17 9.7 1114• 11'4 e7 17 Tr rd• Vr Vr 2rf 25 N C 9 T4' Tr r-11' V-- T17 74: 17 Vr 94r r-17 11-1' 201-• 2S 25 C T WT 6-r Tr T-/0- 111.1' 30 26 C T 1194r Cr 711 Tr 1911 25 26 C 19{ r Sr S$ Vr 6-17 IT -t7 29 25 C S-11' 111 S -r S•iS 6'•17 T4' 111r 25 25 c 6 9 f-11• T -r S•11- r-1• 71".17 29 26 0 26 to 1"J• Sr 116 r -r 111-r 26 Te C10 f -r S4' Sr 15-11' 28 26 D 1T 114- F -T Wr VS Ir -r 2S 25 C 23 tt' O f-17 S4 ISL' 26 27 D 111 fr 4-11• Sr 5-17 1T-1' 20 26 C 17 1 44r f•r If -r 28 28 D 21 19 30 f -W Sr Sr trr 26 25 c' 23is IT A 118 25 16 if4 26 28 0 m 4'-111 S•1'rd Ira• 27 1"i C 16 1f r /74• 26 25 D 21' Tr 23 f-17 Fr 16-17 b 20 C 1s /T4 29n 23 0 C 27 V I 4r 4r 1511 7 2T C 111 1T If I64r 23 19 C 17-r Ir -r 11•.11• 30 30 30 30 30 29 D ! E 90/iN 10 OR LESS 22 10 c 211-1" 274 2F -r 211.7 S! S 111-17tT-r 205' 211•-0- T'4' 23 Ya c 19 +r -r 30 30 e 11-2* V 1.1. 1447 trf 1Tr 7-1' 20 14 A 1 11s 23 11•.r 30 30 E T 17-1- 17•r Mfr +s4• 2T -r 29 24 C21' 1 15 1 C 11.4• 30 30 E V IV.r IV -W 1Zr IT -T* 294' 28 24 C 27 10-P 30 30 E 25 f r•11• 94' 10.17 111.1. 9 94• 94r 11'4' 11-0• IV -r 28 25 C 10 r£ r-17 103' 10141 1rr 28 26 C S T,r Tr yr 11-11- 11• rr 114• 94• 114• 1Tr 27 25 C 9 61•11' 6J• T T TS 17 r4r 1. • � 4 Wr 114- 111-11' 27 2e C T V-11 S4' 6-2' 11.4' 19.1' 30 25 c 17 Fr 6r 7-17 r-1' 111-3' 27 27 C rfr f1" 58 S' -r 1T -W 29 25 C if 114' 114•r4* Tr 111.0' 27 27 C 9 f-17 4•-11' 111-17 29 26 D 15 S -r T-17 11.17 TO 1s -r 27 27 C 101 16.11' 20 26 D 1f 63• Sr 611 r -r 1427 29 2a C 11" W-1" 26 21 0 1r 5'f S -r Wa 1",r 14"T 26 2e c 17 1f -r 26 n 0 18' 4'r (•11• Sr 5'-17 13'•17 28 2e C 1T 144 28 28 0 IF 41-6• S8 Sr IV -4' 28 2/ c 1f i]1" 26 28 0 20 S•1' S3' 1T-7' 29 29 C 1S 1374' 29 29 0 211 f -t7 S-0- t2'4r 29 29 C' IV 1 ir.r 3o 3o 0 27 fr fr 127 29 29 CI t1" i7 -r 11'41' 1 30 30 1 30 26 1 E ! 70 APIs 17 OR LE36 10 4' 21'-1' 274r 2S -r 2rr 30 f Tr T-+7 9-1' 94- S it -77 ir-r 274 zi-4r s s-0- 1".T rJ• TS r 1f-1' Ifr 1747 1 r4 6 S-01 S -r 11.11 6-2- 7 17-7' 17-r 14•-r 1S4r 2T -r 27 23 C T fr 51-2' S4• 161-3' 30 25 0 r 10-r 1114 17r 137-11 2r-1' 27 24 C V f1" W-8" /Tr 29 26 D 9 94' 114' 1114• +1'r 27.10• 27 24 C 9 16-17 29 20 E 10 rS 11-17 10J' IVr 1114-26 24 C 10 16.7 29 27 E 11• Tr 1"f 94• Vr 111.17 26 25 C 11' 194r 28 27 E 17 T4 T4, Vr Vr 1114• 25 25 C 17 IV -r 28 28 E 1T 6'r 114' r-17 C -r 17.41 26 z6 C IT 14.1729 29 E If 1146-f T4' Tr 19r 26 26 C +f 14'11 29. E tS S -r 5'-17 r-17 Tf 19.1• 27 27 C +S 14'-2' 30 30 E ifSS sr r1". 1"•r is -r 27 27 C 16 I I 1T-17 30 30 E 40 f 514• 6-11• 11-17 T4 IT SC 6-2• 94 f-1" 16.1' 27 27 C If f4• 4.11• Sr T-17 1f -S 28 26 c S 41r f1" Sr S -6 - If 4.11 94, 9.41' 1" 28 28 c r f -r 11. 2V V.I. SJ• 1T-11' 27 27 c r 19-r 29 24 E 21' 4.17 S4' 1Rr 2e 20 C 11 19-/7 28 24 E 27 f4r f4r IT r 28 n C 9 17 Is.T 144' 26 n 25 2/ E E 90 1MP" 17 0RR la W 211.1• 426 t1" 143728 27 E s tr•17 1T•r 271121--r 17 IT40' 27 27 E r 14'•1' tfr 174 1Tr 17 13'4•24 28 E T 17-1' Ir•T 1f -r ISE Ir -t' 30 25 C 1f +1"•r 2e 1 261 E 60 f 7-17 f4 4'- f -6- V /0-r 1114 lrr 17.11 1T-17 29 25 C r r{ Vr 11.4• W41' if -17 29 26 C S 10 1"a 11.17 17.7 Jur 1s-11" 28 26 C r 11' Tr 114 rd• 114 1F -T 28 21 c 7 lfr 2/ 23 ! 17 T4 T4' ffr Vr 1!-T 28 2/ C r 17-17 27 23 ! I3' tr rr 7.17 r-1' 144 26 28 C 9 174' 27 24 E 1f 11.7 94• Ta' Tr 1T4r 28 28 c IV 17.17 27 25 E Is S -T F it 9.17 T4 1Sf 29 29 c 111 17-e27 2e ! I ifJ' Sr 1"r 9• 1 C 17 7-1• 7 26 E CLEARSPANS FOR 3 X a RAFTER UNE TRIS 0.038. Tx 9'BOA BEAM 0047arAr6CX6EAM OOU8LE0.077A7'Y8 LOAD WIDTH MNL CORS FOOTING S� MAX CONS. FOOTING 5� MAX 117-0' FOOTICOLlAA1I ATTACHED FREE ATTACHED 13-r 20 CA36 COLl110N COLUMN FREE A7lACE0 [:!NS. Fm MN. FTR FOL Mal. IVr T -r SPACING SPAC9VG 5PACPA7 FTR FIR M*N 0.036 94' r-111 v•f 0.o42 1s -r r -i' 40 mum T4• V COLUMN 0.042 11'r Fn 60 TYPE l-111 4'-11' WA tYT+E T-17 I S4' TYPE 90?0" WINDSPEL'D 17 OR LESS 10 4' 17'-7 26 17A 174' 29 20 A 19-r 26 19 A .7 6-11' 25 16 A /f.r 26 21 A If -1• 2e 21 A 6 711 23 11 A 11'-11" 26 20 A 17.11• 27 21 A r 114' Z3 la A 101-r 26 21 A 12'-1' 27 22 A V S -T 23 17 A 9-11' 25 21 A Ir -c 26 22 v 9 f-ir : 25 1/ A T-71' 29 20 A 174• 26 23 A• 101 f1" 25 19 A r -r 25 21 A 1rz 26 24 A- 20 f S48 22 11 A F-1" 25 16 A 11'4' 26 17 A- S f -r 22 15 A r -r 23 10 A 101.3• 26 19 A' V 91. 23 1e A 11.4'25 19 C T 9 r 23 17 A V4: 25 20 C e7 f -r 23 17 A 11.1' 25 21 C y 74: 23 20 C IO TJ' 22 21 C 25 T 7-2* 23 15 A 19{ 26 17 A' S S-11' 22 15 A 9-r 25 Is C 6 f -i1' 22 16 A 1"S 26 19 C T 7r 23 16 C TJ• 23 19 O y 6-17 23 20 c 101 1 611 23 21 C 30 f 6-2' 23is A 118 25 16 c 6 4'-111 22 15 A 0'-S• 25 16 C r Tr 23 17 c r 7.1• 23 16 C V I I64r 23 19 C 40 f 44r 22 14 A r-2' 25 16 C S! T'4' 23 Ya c 6 11-2* 23 17 c 60 f 7-1' 22 14 A 1 11s 23 75 C S 5'-r 22 1 15 1 C TABIC 42 CLEARSPANS FOR 3 X a RAFTER LINE PANEL 24.O.C. LOAD 'r 7d90 OVER rPSF) ON) Lit+ HANG 10 0.036 27{ 117-0' 114- 0.042 2T -r 13-r 20 CA36 l r4r r -T f-11- 0.042 19.17 9.11- 25 0.036 IVr T -r 411 0.042 17'4r e•-17 30 0.036 94' r-111 3'-17 0.o42 1s -r r -i' 40 0.036 T4• 604 7-111 0.042 11'r T4 60 O.Q16 l-111 4'-11' WA 0.042 T-17 I S4' C LEA RSPANS FOR 2 x a RAFTER LIVE PANGTf O.C. LOAD T 7D9D OVER 11• MAX COLUMN LEJNGTHH G MPH NAND io 0.004 131-r 114- 0.04704 rCLOVERLEAFOOLUMN O.OW tff-i• 94 20 0.024 9-17 f-11- F OA32 1T -r r -r 25 OA24 VAT 411 1704 0.032 11111 5.17 30 0.024 1.4' 3'-17 0.032 1Gr S4' 40 0.024 S-17 7-111 0.012 94• 4'11 60 D.024 WA WA 0.032 r4r T-17 TA17LL 4.3 I • ,� FOR 10 PSR DOUBLE RAFTERS MAY BE USED 4r O.C. COL FOR ATTACHED LATTICE PATIO STRUCTURES COLUMN /Kilt A 0.024.3' SQUARE ALUM COLUMN 11'8 B O OGY x I ifTSOUARE ALUM 11• MAX COLUMN LEJNGTHH G SCROLL COLUMN r0 B 0.0211 t r SOUARE ALUM COLUMN 11.1 C 0.04704 rCLOVERLEAFOOLUMN 174 D PUTm COLUMN ALUM. 0.087 170 E r CLOVOBEAF STEEL 4049' 170 F r SQUAW STEL COLUMN 170 G P SQUARE STEEL COLUMN i7N7 H r SQUARE STEPS COLUMN 1704 A• V M AX WJ1M COLUMN LENOTM. A--- 10' MAXMM COLUMN LENOTN MAR 0 3 2I COLUMN SCHEDULE FOR FREESTANDING STRUCRARES AND rnERNpWATE COLUMNS FOR MULTTSPAN STRUCTURES CCLLMW NOTES E a.1" M/1x. COU1Ml LENGM F 11• MAX COLUMN LEJNGTHH G 17 MAX COLUMN LENGTH N 17 MAX CMU=LENGTH ALL COLUMNS MAY BE RgLACC; WTH A STRONGER W MAYBE REPLACEDW S4 79 MAY BE REPLACED M GJ. ETC LINEAR INTERPOLATION FOR ALL CALCULATIONS 6 AL YZ 46070 61q 3 (-:111:; •f•:.�:; No. 16273 L.p. 6.30. 0 1140 ALL PRO. RIVE APR 18 2003 ELKHART•IN 46514 ICDo E EVALUATION REPORT ER -2621P HEADER 5FAN3. COLUMN ,PAC NG, FOOTER SIE AND COLUMN TYPE FOR FREESTANDING ANO ATTACHED -TACE PA11 1RUCTURES SHEET 6 OF 6 DAT[: 7 6 2000 JUN 14 2005 5.0 FREESTANDING COLUMN DESCPoPIION AND ATTACHED LATTICE COMMERCIAL STRUCTURES SINGLE LIVE TRIO r C B6AI.1 HLHADBR LIVE TRIG I' CBEAM HEADER MAX CONSTRAINED FOOTER SIZES LOAD WIDTH LOAD WIDTH MAX CONSTRAINED FOOTER SIZES 174r WA COLUMN FREESTANDING AITACFFD t -T COLUMN FREESTANDING ATTACHED T 60LARE STEEL COLUMN 114E SPACING FOOTER Y ITR MIN ISa, SPACING FOOTER'4' FTR MIN COLUMN HEIGHTS 181J 1C-0' J 'S COL lS-' COLUMN HEJGHTS 'A- COL p;cN ! 0.024 11' t'AM 2'-11' TYPE fps — 1'14' IM TYPE 7D MPH EXPOSURE B 901APH EXPOSURE C _ 20 4' 31'4' 27 29 32 33 21 D 25 4' 25'-1(r 34 36 39 41 23 D T S 296' 27 29 31 33 22 D 9 S 23-1' 33 35 38 40 24 D 9 6 2T4' 27 28 31 32 23 D 9 6 21'-1' 33 35 37 39 25 D 9 T ' 294' 27 28 31 32 24 E 10' 7 19'4' 32 34 37 38 26 D 1a 9 2S3 26 28 30 31 25 E 11' 6 163' 32 34 37 38 27 E 11' 9 24'3' 26 28 30 31 26 E 17 9 1T-2' 31 33 36 37 27 E IZ 10f 238 26 27 29 31 26 E 13' to 161' 31 33 36 37 28 E 13 70 MPH EXPOSURE C 1C 25 IT 13 13 70 8 90 MPH EXPOSURE 14' B 170 MPH EXPOSURE C 20 4' 31'8' 32 34 38 38 21 D 30 4' 2T8' 30 32 35 37 23 D 28' 6 296' 31 33 36 37 22 D 15 5 256 30 32 34 36 25 E 30 6 2T4' 30 32 35 37 23 D 16 6 24'-3' 30 32 34 36 25 E 32' T 2S6 30 32 34 35 24 E 17 T 234 29 31 34 35 27 E 34' 9 24'd 29 31 34 35 24 E 19 9 27.0' 29 31 33 35 27 E 36 9 2Z4' 29 31 34 35 25 E 19 9 21'-2' 29 31 33 35 28 E 36 10 21'6' 29 31 33 35 25 E 2a 10 2a -T 29 31 33 35 29 E 90 MPH EXPOSURE B 90 MPH EXPOSURE C 20 4' 31'4' 31 33 36 38 24 0 30 4' 25-1ff 34 38 39 41 23 D 23' S 294' 31 33 35 37 26 0 S 23-1' 33 35 38 40 24 E 6 27'8' 30 32 35 36 27 D 6 21'-1' 33 35 38 40 25 E T 26-1' 30 32 35 36 28 E T 196' 32 34 37 38 26 1 E 9 24'<' 30 32 34 36 29 E 8' 193' 32 34 37 38 27 E 9 23-0' 29 31 33 35 29 E 9 1T -T 31 33 36 37 27 E 1a 21'4' 29 30 33 34 29 E to 191' 31 33 36 37 28 E 90 MPH EXPOSURE C 70 d 90 MPH EXPOSURE B 170 MPH EXPOSURE C 20 4' 25-10" 34 36 39 41 23 D 40 4' 253' 30 32 34 36 23 E 5 23-1' 33 35 38 40 24 D 5 23-S' 29 31 34 35 24 E 6 21'-1' 33 36 37 39 25 D 6 274 29 31 33 35 25 E T 196 32 34 37 38 26 D T 2a-11' 29 31 33 35 26 E 8' 163 32 34 37 38 27 D 8' 206 28 30 32 34 26 E 9 1T-2' 31 33 36 37 27 D 9 19-7 28 30 32 34 27 E 17 19-C 31 33 36 37 28 D to 16-2" 28 30 32 34 28 E 70 A 90 MPH EXPOSURE 8 90 MPH EXPOSURE C 25 4' 296 31 33 35 37 24 D 40 4' 25-3' 34 35 39 41 23 E S 2T4' 30 32 35 36 25 D 5 23-1' 33 35 38 40 24 E 6 254' 30 32 34 36 26 E 6 21'-1' 33 35 37 39 25 E T 24C6 30 32 34 36 27 E T 196' 32 34 37 38 26 E 9 235' 29 31 33 35 28 E 9 19-3' 32 34 37 38 27 1- 9 • 276' 29 31 33 35 29 E 9 1T,2- 31 33 36 37 27 E 10 21'8' 29 30 33 34 29 E to 161' 31 33 36 37 28 E 70 MPH EXPOSURE C 70 A 90 MPH EXPOSURE B AND C 25 4' 296' 31 33 36 37 21 D 60 4' 274' 33 35 37 39 22 E S 7T4- 30 = 35 37 22 D 5 2a -S' 33 35 37 39 24 E 6 254' 30 32 34 36 22 E 6 193' 32 34 37 38 24 E T 24'4' 30 32 34 36 23 E T 1T-10" 31 33 36 37 25 E 6 23.5' 29 31 34 35 24 E 6 16.9" 31 33 36 37 26 E 9 276 29 31 34 35 25 E 9 ISA' 30 32 35 36 26 E 10 21'6 29 31 34 35 25 E to 14'-11" 30 32 35 36 26 E OOL COLUMN DESCPoPIION MAXIMUM COLUMN NEWT SINGLE 4EESTANDING EXPOSURES FM ALL CMU PM SEF SPAN OR WA71SPAN i SANDC DETMLS 1C. V AND W ATTACHED ATTACHED D FLUTED COLUMN ALUM. 0AW 174r WA E T CLOVERLEAF STEEL O.OIS' 17-01 t -T f T 60LARE STEEL COLUMN 114E 11'Jl G P 3OLIARE STEEL COLUMN 1M'd ISa, N S SOWRE STEEL COLUMN 181J 1C-0' J 4 -SQUARE STEEL C.OLUIN 16d lS-' 24' O.C. 2'kti RAFTER CLEARSPANS MAX ROOF HEIGHT 19 MAX ROOF HEIGHT 19 EXPOSURES LIVE PANEL EXPOSURES MAX LOAD 7 SANDC OVER 14'6 66' 70 8 9D MPH HANG 20 0.024 V40' 4'-11' 0.042 0.032 13-2' 6-7' 25 0.024 6-tff 4'S" 9-1' 0.032 11'4' 6-10" 30 0.024 TS 3-10' 4'-11' 0. 4032 10'' 61' 40 0.024 5-1ff 2'-11' S 0.032 91' 4'6' 6a 0.024 WA 1'-11' 6 0.032 T4' 3'-10- 24' O.C. 31®' RAFTER CLEARSPANS MAX ROOF HEIGHT 19 LIVE PANEL EXPOSURES MAX LOAD Y B AND C OVER PS IN 70 d 90 MPH HANG 20 0.036 14'6 66' 0.042 19-10' 9-11' 25 0.036 111-8' T-7- 0.042 17'4' 9-10" 30 0.036 94' 6-11" 0.042 15-T 9-1' 40 0.036 71' 6-0" 0.042 1 1114' T-0" 60 0.036 4'-11' 4'-11" 0.042 1 T-10" 5S I AOLL O.7 19 20 20 22 21 23 22 24 23 26 24 27 25 29 26 31 27 33 28 35 29 36 30 38 31 39 32 40 33 41 34 43 35 M 36 46 37 47 GENERAL METHOD FOR USING THESE TABLES 1 CHOOSE FREESTANDING OR ATTACHED. COMMERCIAL OR PATIO LATTICE STRUCTURE 2 DETERMINE PROJECTION. WIDTH. OVERHANG, WINO LOAD AND LIVE LOAD. 9 FIND TRIBUTARY WIDTH FROM TABLE 5.6 AND DRAWING 973= 4 CHOOSE A RAFTER FRONITABLES 4.3.4.5.5.3 OR 5.4 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5 CHOOSE A HEADER FROM TABLES 4.1.4.2 OR 5.2 THAT NAS ADEOUATE COLUMN SPACING. 6 USE THE FOOTER SIZE SHOW HL 7 USE THE COLUMN SHOWN FOR SINGLE SPAN ATTACHED PATIO. LOOT( AT THE TABLES PROVIDED FOR ALL OTHER& S FIND THE APPROPRIATE DETAILS IN T}E'CON ECTION DETAILS' SHEETS. FOR CONCRETE PATIO SLABS FOLLOW 1-4 ABOVE 5 FIND THE MAxIMUM COLUMN SPACING ON SLAB FROM THE DESIRED OOLUIN HEIGHT 6 CHOOSE A HEADER FROM TABLE 4.1 OR 4.2 THAT CAN SPAN THAT DISTANCE FOR THAT TRIG WADTH AND LIVE AND WIND LOAD 7 FIND THE APPROPRIATE DETAILS N THE "CONFECTION OETAIL3' SHEETS. TRIBUTARY WIDTHS (FTN FOR SINGLE SPAN ATTACHED STRUCTURES FOR A GIVEN PROJECTION AND OVERHANG (ROUNDED PROD. RAFTER OVERHANG (FT) (F7) 3' 4' 4' 4' 4' S 5 6 7 4' 4' 4' S S 5 S 9 4' S S S 5 6 6 9 S S S 6 6 6 6 la- S 6 6 6 6 T T 11' 9 6 6 T T T T 17 6 T T T T 9 e' 13 T T T 9 6 9 8' 14' T 6 9 9 6 9 9 15 9 6 B' 9 9 Z 9 16 9 9 9 9 9 1a 1a 1T 9 9 9 10' to la to 18' 9 1a 1a 10 10' 11' 11' 19 la 1a to 11' 11' Il' 11' 2a la 11' 11' 11' 11' 17 12' 21' 11' 11' 11' 17 12' 17 17 27 11' 17 IZ 17 17 13 13 23 17 1Z 17 13' 13 13 13 24' 17 13 13 13' 13 14' 1C 25 IT 13 13 14' 14' 14' 16 26 13 14' 14' 14' 14' 16 15 2T 14' 14' 14' 15 15 15' 16 28' 14' 16 15 15 15 16 19 29' 15 15 1S 16 1616 16 30 15 16 16 16 16 1T 1T 31' 16 16 16 1T 1T 1T 1T 32' 16 1T 1T 1T 1T 19 19 33 17 1T 1T 19 19 19 19 34' 1T 19 19 19 16 19 19 35 19 19 19 19 19 19 19 36 16 19 19 19 19 20' 29 3T 19 19 19 2a 2a 201 2a 36 19 2a 2a 20r 20 21' 21' 39 2a 29 2a 21' 21' 21' 21' 4a 2a 21' 21' 21' 21' 2Z 22' 41' 21' 21' 21' 27 22' 2Z 27 47 1 21' 1 27 1 27 1 27 1 22 1 23 1 23' mQ�• A A���l��lipiy�� pLA{E.�RIRf/Wf/5l4AGL LRA 1140 ALL PRO DRIVL ELKHART IN 46514 MBO ES EVALUATION REPORT ER -2621P HEADER SPANS. COLUMN SPACING. FOOTER SQE AND COLUMN ITPE EOR FREESTANDING AND AIIACHED COMNLRC4 P STROCIURES SHEET 7 OF 6 DALE: 2 8 :COD APR 18 2003 MAR 3 26A, -31-02 w1("'flL f 7 `f ►may iv pJ Rovcr. u 6.0 COLUMN AND FASTENER COLUMN DESCRIPTIONS REQUIREMENTS MAX COL NGHT Al FOR COMMI okmn SpwbV mLdWM by Trib Width F 64 wen R**Ared Attached Statures for E. N Ldtice Solld Cover TrbAary TdbL" 0.032 8 Live F il,=4 C Ates lagft Ane sort 10 20 26 30 40 6D 23 10 Al AT Al At A2 C 31 20 At Al Al A2 C C 37 24 At Al A2 B C C 44 20 Al A2 8 C C D tib 36 Al B C C C D 62 40 Al C C C C E 66 46 All C C C D E n 6o Al C C C D E a 66 A2 C C C D E 62 60 A2 C C D E E 100 6a A2 C C D E E 106 63 B C D D E E lag 70 C C D D E E 115 76 C C D E E E 123 60 C C D E E E 136 6o C 0 E E E E 161 100 C D E E E F 166. 120 C E E E E F 216 140 C E E E E F 246 11" D E E E F G 277 160 D E E E F G 306 200 D E E F F G 336 220 E E E F F G 366 260 E E F F G G 162 320 E F F G G G 616 400 E F G G G H 662 460 E G G G G H 766 600 E G G G G H 9n 600 F G G G H H Table 6.1 COLUMIN TYPE COLUMN DESCRIPTIONS DETAIL MAX COL NGHT Al 0.024x 3' SQUARE ALUM COLUMN F 10-v A2 0.024 x 3' SQUARE ALUM COLUMN F 64 B 0.032' x 1 1/Y SQUARE ALUM E. N 64 O SCROLL COLUMN 0.024 0.032 8 0.027x 7 SQUARE ALUM COLUMN F il,=4 C 3 CLOVERLEAF ALUhl0.DV K 174 D FLUTED COLUMN ALUM, 0.067 U 174 E 3 CLOVERLEAF STEEL QD41r K 6-7' F 7 SQUARE STEEL COLUMN X 164 G SQUARE STEEL COLUMN X 184 H SQUARE STEEL COLUMN x 164 1 6- SQUARE STEEL COLUMN X I 164 rehk 82 ERCIAL AND PATIO STRUCTURES Fmdarw TenrlkldM 814 SMS - 814 sheet metal or Tek screw, 314 mWmlm Wvth &I S' 8.511 a Dia mW Boll See Gerrard Ndse for apomfim on featerws A to Ihe *vt mw d coknss. N Kv* Bot II 114 diam" mid 2 embedment IC80 ER -4627 dhw WWW wt SSW stiew vs %*A sad sebwnic keds. eoM anchors mal hall a Om vOA of 2506 for td or eaw k keds. r Lag eonwo mxrw how 2114 of penabudon k!o eWds. me Iq sa u" ental have an lAr lead hole. pef evaded at 9D mph wild load (15 pel). All o01er Table 64: Fasteners for Tension Loads Im ge n 1 Role 0.`: KeQUFeC O/C SPACING MASONRY ANCHORS Numoer Or P Mteaerb IOr -brgenl I LMW 0.062 0.060 0.089 0.100 Alumbxm MaWlal Gage (in) 24 K Steel Gage (In) m N O 0.024 0.024 0.032 0.036 0.040 0.040 0.000 0.080 0.048 0.046 115 709 814 5116' C M6- 614 814 5/16' 814 5116 814 J 516- Footer Design S¢r Uplift SMS BOLT BOLT SMS SMS BOLT SMS BOLT SMS BOLT d (In) (1115) 149 364 512 713 248 64' 213 ate 293 138D 12 75 1 1 1 1 1 1 1 1 1 1 13 98 1 1 1 1 1 1 1 1 1 1 14 119 1 1 1 1 1 1 1 1 1 1 15 147 1 1 1 1 1 1 1 1 1 1 16 • 178 2 1 1 1 1 1 1 1 1 1 17 214 2 1 1 1 1 1 1 1 1 1 16 254 2 1 1 2 2 1 1 1 1 1 19 299 3 1 1 2 2 1 2 1 2 1 2D 348 3 1 1 2 2 1 2 1 2 1 21 4D3 3 2 1 2 2 1 2 1 2 1 22 463 4 2 1 3 2 1 2 1 2 1 23 529 4 2 2 3 3 1 2 1 2 1 24 am 5 2 2 3 3 1 3 1 3 1 25 690 5 2 2 4 3 2 3 1 3 1 Stab 75D 6 2 2 4 4 2 3 1 3 1 26 765 6 2 2 4 4 2 3 1 3 1 27 856 6 3 2 4 4 2 3 1 3 1 28. 966 7 3 2 5 4 2 4 2 4 1 29 1061 8 3 3 5 5 2 4 2 4 1 3D 1175 8 4 3 6 5 2 5 2 5 1 31 1296 9 4 3 6 6 3 5 2 5 1 32 1426 rVa 4 3 7 6 3 5 2 5 2 33 1564 M 5 4 8 7 3 6 2 6 2 34 1710 Ne 5 4 8 7 3 a 2 6 2 35 1868 Na 5 4 9 8 3 7 2 7 2 35 2030 Na 6 4 rda 9 4 7 3 7 2 37 2204 Ma 6 5 Na 9 4 B 3 8 2 Se 2348 M 7 5 rile Na 4 9 3 9 2 39 2581 Na 7 6 rVa n/a 5 9 3 9 2 40 2785 nFa 8 a nta aFa 5 Na 3 Ns 3 41 2989 rva 8 6 Na Na 5 Ne 4 n/a 3 42 3224 r6la 9 7 nfa rVa 6 ria 4 Na 3 43 3459 rVa nAt 7 rVa rVa 6 rVa 4 Na 3 44 3705 nla Na 8 Ns Na 6 Iva 4 rVa 3 45 3M nh n/a 8 Ne Na 7 rVa 6 rVe 3 46 4235 rds rVa 9 1`911 Na 7 rVa 5 n/a 4 47 4518 Ne rVa 9 1112 4% 8 rVa 5 n/a 4 48 4812 nfa Na Na rVa Na a rVa 6 Na 4 , 49 5119 nb Na Na Na Ne a Na 6 nla 4 Sfl 5139 1 Na n/a rVa r fa Na S Na 6 1 Na 4 Fmdarw TenrlkldM 814 SMS - 814 sheet metal or Tek screw, 314 mWmlm Wvth &I S' 8.511 a Dia mW Boll See Gerrard Ndse for apomfim on featerws A to Ihe *vt mw d coknss. N Kv* Bot II 114 diam" mid 2 embedment IC80 ER -4627 dhw WWW wt SSW stiew vs %*A sad sebwnic keds. eoM anchors mal hall a Om vOA of 2506 for td or eaw k keds. r Lag eonwo mxrw how 2114 of penabudon k!o eWds. me Iq sa u" ental have an lAr lead hole. pef evaded at 9D mph wild load (15 pel). All o01er Table 64: Fasteners for Tension Loads TABLE 65: WALL ATTACHMENTS FOR PATIO AND COM. STRUCTURES Im ge n O!C SPACING CONCRETE ANCHORS O/C SPACING MASONRY ANCHORS OA: SPACING FOR 810x2' SMS SCREWS 0.036 0.062 0.060 0.089 0.100 24 24 K L m N O Desip Footer 5116' 014 516- 5116 814 BOLT SMS BOLT BOLT SMS UpUft Size 425 115 709 1016 tae Its) d (In) 1 1 1 1 1 75 12 1 1 1 1 1 96 13 1 2 1 1 1 119 14 1 2 1 1 1 147 15 1 2 1 1 1 178 16 1 2 1 1 2 214 17 1 3 1 1 2 254 18 1 3 1 1 2 298 19 1 4 1 1 2 348 20 4 1 1 3 403 21 2 5 1 1 3 463 22 2 5 1 1 3 529 23 2 6 1 1 4 602 24 2 6 1 1 4 690 25 2 7 2 1 5 75D Slab 2 7 2 1 5 765 26 3 8 2 1 5 856 27 3 9 2 1 6 SIM 28 3 m% 2 2 6 1061 29 3 rVa 2 2 7 1175 30 4 11921 2 2 7 1296 31 4 rVa 3 2 8 1426 32 4 Ma 3 2 9 1564 31 5 rda 3 2 Na 1710 34 5 rVa 3 2 Na 1686 35 5 Na 3 2 M 203D 36 6 Na 4 3 Na 2204 37 6 Na 4 3 rVa 2368 36 7 nta 4 3 Na 2581 39 7 rVa 4 3 rVa 2785 40 8 Ne 5 3 Na 2969 41 6 nfa 5 4 rVa 3224 42 9 rVa 5 4 nts 3459 43 9 Na 6 4 rl/a 3706 44 n/a Na 6 4 nia 3965 45 n/a Na 6 5 Na 4235 46 n/a m4a 7 5 Na 4518 47 ria rva 7 5 Na 4812 48 rlla rVa 8 5 rVa 5119 49 M rVa B 6 rda a 5439 50 TABLE 65: WALL ATTACHMENTS FOR PATIO AND COM. STRUCTURES ANC 1 ANC 2 ANC 3 ANC 4 LIVE LOAD O!C SPACING CONCRETE ANCHORS O/C SPACING MASONRY ANCHORS OA: SPACING FOR 810x2' SMS SCREWS CLEAR- SPAN (FT) 6 OF 1/4 LAG SCREWS PER STUD 16' O)C SPACING (PSF) 10 24 24 16' 27 1 20 24 16' 6' ill 1T 1 2 25 24 1S 8' 11' 16 1 2 3D 24 Ir 10 14 1 2 40 24 [Ed Ir 13 2 80 I r 4 11' 2 1 Spadng between bolts and screws shall be 2.5 times the shank diameter 2 The edge distance of bolts and screAs shall be 3 tirnes the shank diameter 3 Connections "be arranged so that the center of resistance of the connection shat cohcide with the resultant time of action of the load. _ 03200o 070 I 1V!� 9.0?AMeAm QC PROD Ammx 1140 ALL PRO DRIVE ELKHART.IN 46514 PM ES CVALUATrON RCP0R7 Cx-2621P COLUMN AN:, rA511"CR TABLES I SNEEr a O1 8 DA1G 2/a/1b001 0.95' 0.92' R=.125' i R=.125 0 R- 0.15" 2 50 3.0' 167' TYP.7• 6.00' 6' FLAT PAN Q 6" STRUCTURAL PANEL (3006-H391 ALUM. ALLOY) INSE � 0.060'0.516' R- 0.08" OUTSII TYP. 3 0. 0.125- L 3.090 TMP 0.25' 0.72" 1.03 • 7 3B.6' 1.20, 6.00' ® 3 1/2 X 12' STRUCTURAL PANEL SEE DETAIL A' 0 RIGHT NPSON A34 HANGER 005ON R STRUCTURAL / Z x RP;�E 1 1/2' FASCIA 14 % 1 1 2' FOR MAXIMUM 1 12O.C. OVERHANG SEE SCHEDULE 0 RIGHT PMOL © ALTERNATE EAVE ATTACHMENT ("') 11 R= 2 " R= .15' .0" R= 0.22" +-.876' 516' ice° -.70' TYP. .0' I.561, OUTSIDE-�{ 55' 0' 035' 1.450 b 30" .216' TYP. �+ 1.903" I .450• 2. J 187•P. R= 020' 1.65449' 2.464• 210' 1 I 55 1/Z 1.714' 8" 1I 2, 39' L . 1 42 1.137 1 12.00' • 1.137• R= .125' 1A' R= 025' R= 0.15' Typ.1 d.40, TYP. 7YP. FOR STEEL PANEL: ASTM A 653 GRADE 80 STRUCTURAL QUAUIY Fy= 80 KSI STEEL 18.00' 30 GA GALY T=.0157 28 GA GALV T=.0187 FOR SM PANEL ASTM A 653 GRADE 50, SO CLASS 1 30 GA. GALV.t=0.0157' Fy=50 KSI STEEL 08 12" STRUCTURAL PANEL (3006-H391 ALUM. ALLOY) © 18" STRUCTURAL PANEL (3006-H391 ALUM. ALLOY) 12' -'c 1 7/8. 3/4" 3' TYP. �" 13/16' 3.00" 9/64 1/16"7 1 6757' 9/64' R. �-1.50'-�-I TYP. /16' R. TYP. 0.024', 0.027" = 0.2 48' /16' TYP. 5/32 0 OR 0.040" TYP. 2.0 7/167- 7/16 1 1.50' 3.00' 6 � =- 1 13/32 61' TYP. /58 7/� nP1 7/8' TYP R=.093 3/32 TYP. 2 25/32" 2 1/4' /8' R. TYP.8 R_ TYP. O 1 1/2' SQUARE COLUMN O Q(3006-H3911 ALUM. ALLOY) 3' SQUARE COLUMN ALTERNATE STRUCTURAL PANEL • (3003-H16 ALUM. ALLOY) (3003-H16 ALUM. ALLOY) A Q�a�Essro;�q� SIMPSON A34 CONNECTOR STRUCTURAL ADDITIONAL TWO - 16d o OR EQUAL. NAILS 0 EA. RAFTER WHEN RAFTER I=;� �'r PANELS + TYP. REQUIRED I W ILL 6 - 110 SCREWS, 3 EACH LEG Ic No. '62?3 CONNECTION Q�OEESSIOyq� OF CONNECTOR - TYPICAL L.; -� o� DETAILS 1/2' FASCIA l 1 O YG y DETAIL ",A., - DA 1 DATE REVISION a- Cr p No. 16273 fl FOR MAXIMUM R G FPROJECTIONS/�Q�s `7F��.v'• * EiD63Po7 VELOADS P.S UVELOADS P.S.F. LIVEL F. i 20 25 30 6010 20 25 30140 60 10 0125130140 60 W �:., Engineering Services 4 200<J 1 1 8' 8 1140 All Pro Drive '' 31- c j, T61� = PNM1DM BC Elkhart IN 46514 15' 12' 10' 17 10 6 7' 25' 21 • h ' iJ i 1. 15 S 7 4 20 Sj�` ! • 1 �� ,;l KG IC60 E5 EVALUATION REPORT N0. ER -2624J( '� 13 \Sl i;' F ....: Vin 12 vl ( 11� NONE PAS COMPONENT PARTS & CONNECTION DETAILS NAME -�- x12 9" *'5 ADDITIONAL 2 - 16d NAILS 0 EACH RAFTER ENGINEER AV.P 97CD01UAiL G� Vin 28/2000 N y 1 QF 9 1 FOR 3 1/; 2.00' _ f- PANELSD.G:m TVP. 200 FOR 2 PANELS1/2. ii 0' '1 S NON-STRUmw 2.50' SIDE FASQA 6 NOAIMAL A18' IN THICIMM 2,00', -0.16' I 2.010' QH 6 1/2- ROLLFORMED HEADER (3006-H391 ALUM. ALLOY) iJr FA9131t HDR 350 0.72 1.56-+{ 0,72 N -•� 0.93 L I d 0.72 0 3 156 310 .9 0.37 0.72 017 T (IN)= 0.030, 0.040 (ALUM) 1.50' = 0.048 (STEEL) s COLUMNS MAY BE TRIMMED W/RIX- ALUM. FACING. 92-1 1/2' SQ. X .062- O 3' ALTERNATE COLUMN EXTRUDED COLUMN (3003-H16 ALUM. ALLOY OR (ALUM. 6063-T6) A-653 Fy=40 KSI STEEL) 2 5/18' SOUS 1JT 2 5/18' BOLTS W/ 1' Dill TYP, x 3/37 THK SR. f1ASFFR 1 032' x 1 1/2' S0. AUJIL. DECDRATME• AWL SCRDUS OR SOLID Fill. (2) - 3/8'0 1/7 HLTI KW ANCHOR BOLTS 2 5/1.6' BOLTS CONN. CIVMEL 22r43'4.W O ROLLFORMED 2 COLUMN CONNECTION W/ DECOR. SCROLL (3003-H16 ALUM. ALLOY) r •---18' s' TYP. 6.50' 10 SYS • Fti3Dtlm e O.C. Fnt 7 Pans r Of. int 17 MW it 0.G FOR 17 PMNEIS SIRUMRAL PANEL .2.625' —moi TAILE 8.5 10 SMS 0 FO11DW- SPAONG: payLE 15 NOTE: HLTI K84 BODS PER FCBD EV #4827 ©ROLLFORMM HANGER (3004-H36 ALUM. ALLOY) e',12' OR ter I pq��p SIRUC>llWll PAIRS ►aim N i--- 3.00'----q OO ROLLFORMM HEADER 'H' CONN. DETAILS TO STRUCTURAL PANELS O O * O 6- {t4 SMAS ON E%tCH 8.50' i 5 5' SIDE . SPLICE CENUMN -9910-0 dT •SPUCE LINE ©ROLLFORMED SPLICE CONNECTION DETAILS �9- (3006-H391 ALUM. ALLOY) •,: to a-11%No ON EACH SIDE OF SPUCE— ROIL FORDED HEADER t- 0.036• ROIL FOND HEADER SPLICE, TOIT Flj INSIDE OF HEADER, EACH SIDE OF snm 3 - 014 SM5 71 ON EACH SK OF SAUCE ROLLFORMED HEADER SPLIt (3006-H391 ALUM. ALLOY) REVISION j DATE " No. 16273 01 � N0. 16273 r V Exp. Gia O� IV% JUN 141005 F CA��E PR 18204 A 0 70 rn Engineering Services 1140 All Pro DAw 31 L Elkhart. m 48618 P2/a I� \Q KO K:90 Lx EVALUATION REPM NO. ER -2821P. ONE COMPONENT PARIS & 0000=110N DETAILS zo00 97002 2 OF 9 STAMP A r 3.00' 7 - COVER PANEL SEE TABLE •A" NEXT PAGE 8.00' 12 GA. B" x 3' 0.5' TVP. I ® STEEL "C"— CHANNEL HEADER (STEEL A-653 Fy=50,000 PSI) 3.5' E3.001 �� 2 5/16' BOLTS W/ 1' DIA. x 3/32` THK. STL WASHER 2 5/18' BOLTS i I ALTERNATE COLUMNN. N CO 0290' I BRACKET. I i DN MAIL r, QS 3" COLUMN CONNECTIONS FOR FASCIA HEADERS 5.5' 1.0-t I FOR BOLT 1.25r - SIZE SEE - OET& 'S' AT LEFT 0.3.00' 094' — I 2.25 1.0T NOTE • + SEE DETAIL 'S' AT RQfT + FOR INSTALLATION AND PROPER CONNECTIONS. OT 3" ALTERNATE COLUMN CONN. BRACKETS (STEEL A-653 Fy=40,000 PSI) 1.25' r__ SPUCE a• 10.(0• OYER PANEL 8.0' 3/4' BOLTS 3" SEEE DETAIL 'A' SEE TABLE "A' AT RIGHT 10.0 NEXT PAGE 9O' TVP. K{011!q� Fy �p \�Z • q Cy 12 GA. 10• x 3 1 /2" 0.14• {— 0.1 I TYP. IJV STEEL "C"— CHANNEL HEADER x0.17 >�^ L , (STEEL A-653 Fy=50,000 PSI) 0, (STEEL T 0, � �E OW 10" FULL—STRENGTH SPLICE DETAIL ASTM A 653 Fy=36 KSI 00,100 00;00 00 11 i O 1.5' 36' DETAIL 'A' O 7 !tss i l/9 1.25" 10"t II - t . 3.000' f . .68814) .0 410" R X .7 14) 10" HIGH ALUMAX .68 "(4) I.O. I .43714) .020' OP. 2(36r x )12) .062" RAD(20) ll .187" RAD(16) FLUTED COLUMN (3" ALUM. 6063-T6) 0.062" UNLESS OTHERWISE NOTE[ 3.00', 4.00' .188' 5.00' OR 6.00" T P• 5.00' OR 6.00' QX 3", 4", 5" OR 6" STEEL COLUMN • Fy=36 KSI RE\ASION I DATE REVISION n X11 a Englneering Servicew r10• 2 1140 All Pro Grlw Elkhwl. IN 46514 3 0.o [COO ES EVALUATION REPORT N0. ER -2621P ji0. � KG Yf .IFl��% NONE 4OR PART COMPONENT PARTS & CONNECTION DETAILS NAK SHEET S STAMP 2/g/2000 97CDO3 3 OF 9 N�t� 0T JUN 14 2005 5:5' -- - SEE TABLE 'A' R=,05' 4.50' 3.00 805" 0.72 1.56 10,72 TYP. -� 0.93 LPA L COVER .200' 0.72 TYP. PANEL TYP. 0.14' TABLE 3.00 10.00' SEE 0.931.56 .110" TYP. 7,p' --' 0.28 B.G. � .09'. TYP. 6.0• 0.37 SEE TABLE 'A' FIU RADIUS 0.72 TYP. 4 320' 220OF' 7 0.17 �EgSI Al fyC� TYP. TYP, 1.01 T (IN)= 0.048 . I t � QQ XG 'yF o �3 9 QZ 6" W BEAM HEADER ®3" X 3" HEADER (STEEL) N 1' No a'S 0.17" '(6061-T6 ALUM. ALLOY)(A-653 Fy=40 KSI STEEL) TYP. ® 7" X 5 1/2- W BEAM HEADER * 4 G ED. 17' (6061-T6 ALUM. ALLOY) . 'j T FASTENERS REQUIRED FOR PANEL TO HEADER CONNECTIONS 10' X 5 1/2" W BEAM HEADER QQ� (6061-T6 ALUM. ALLOY) 50' EFOR • 6".12' OR JFOR 6•,12", do .291' IELS ��►0(rA( 900" #10 SMS O 12` O.C. STABILIZER CUP- ; c SEE DETAIL 'AG'. O.C.FOR " 2�3 ELS - 9" y ANEL al .018 6 .024 PANELS X� a #10 SMS ® EACH ROOF AE 6' PANEL USE 50% LESS SCREWS 912 .032 6 .036 PANELS (P fL VALLEY ATE ` � 5.406` 18' PANE SE 50% MORE SCREWS 3 1/2' STRUCTURAL PANEL STRUCTURAL PANTL —s DATE REVISION DATE REVISION 14'Yr — 6', 12' OR 18' WIDE Qq if cS Nq 079' 079• �� ` 7 U / MA 2.725' � • ' log' �. OI Engineering Sorvicaa 0 062' NO. 1140 All Pro Drive �'-- 4.00• Dlkhmf, HI 46311 3.00' KG ICBG ES EVALUATION REPORT NO. ER -262.1P �D ALASKAN EXTRUDED HEADER 0 CAME NONE Fir COMPONENT PAFTTs ec CONNECT1oN OETA05 AC 5 1/2' EXTRUDED HEADER (6061-T6 ALUM. ALLOY) NNrE (6061-T6 ALUM. ALLOY) E I 5 STAMP 2/8/2000 97C004 4 OF 9 TABLE 'A' MAX.D HEADER M AST NING NOTE'S LOAD DESCRIPTION WIDTH SCHEDULE AL FASCIA10' 2-410 SMS PER 12' PANEL 90 MPH STEEL' CLOVER, C BEAMS, I BEAMS 12' 2-#14 SMS PER 12' PANE PATIO STEEL CLOVER, C BEAMS, I BEAMS 21' 3-#14 SMS PER 12' PANE 70 MPH EXP C ALL FASCIA 10' 2-#10 SMS PER IF PANEL AND STEEL CLOVER, C BEAMS, I BEAMS 16' 3-014 SMS PER 12' PANE SEE al 90 MPH EXP B STEEL CLOVER, C BEAMS, I BEAMS 16' 2-#14 SMS PER 12' PANE SEE a2 ALL FASCIA 10' SMS PER 12' PANE 1.90 MPH EXP C STEEL CLOVER, C BEAMS, I BEAMS 16' 12-#14 4-#14 SMS PER 12' PANE SEE al STEEL CLOVER, C BEAMS, I BEAMS 16' 3-#14 SMS PER 12' PANE SEE a2 al .018 6 .024 PANELS X� a #10 SMS ® EACH ROOF AE 6' PANEL USE 50% LESS SCREWS 912 .032 6 .036 PANELS (P fL VALLEY ATE ` � 5.406` 18' PANE SE 50% MORE SCREWS 3 1/2' STRUCTURAL PANEL STRUCTURAL PANTL —s DATE REVISION DATE REVISION 14'Yr — 6', 12' OR 18' WIDE Qq if cS Nq 079' 079• �� ` 7 U / MA 2.725' � • ' log' �. OI Engineering Sorvicaa 0 062' NO. 1140 All Pro Drive �'-- 4.00• Dlkhmf, HI 46311 3.00' KG ICBG ES EVALUATION REPORT NO. ER -262.1P �D ALASKAN EXTRUDED HEADER 0 CAME NONE Fir COMPONENT PAFTTs ec CONNECT1oN OETA05 AC 5 1/2' EXTRUDED HEADER (6061-T6 ALUM. ALLOY) NNrE (6061-T6 ALUM. ALLOY) E I 5 STAMP 2/8/2000 97C004 4 OF 9 r C IT 125• 6 0'. Di O• T. 062 SEES DETAIL 'AH' #14 SMS 1 FOR EXTRUDED EE 7AI3LE 6.6 10 915 0 Rxm_ 1.187 R=.375 HANGER w/ A -RAIL FOa sPAnnc 16 s _ " gym OA FOR PAMMS (6063 T6 ALUM. ALLOY) / 1.50 1. 7 2.10'1.710' 225• A -RAIL -SEE t_.062' .OR 5 .37 DETAIL 2 'AF np 50' .057' .+,3* 1.380" ® STABILIZER CUP FOR EXTRUDED 1 �' HEADER 'AC' ® EXTRUDED HANGER (600.7-76 ALUM. ALLOY) (6063-T6 ALUM. ALLOY) SKYLIGHT PANEL L TYPSSIL 12' Y -PN! ' TY I -m. tr V -PAN ® TYPICAL. SKYLIGHT PANEL CON)IECTION WITH 12' W PANS 6-#11 HE ER SPLICE MUff BE LOCATED WITHIN4■ Ei$fONgl r/-SmTS WITH TIGHT FIT ► Ex r���Q KA qq1 INSIDE HEADER V 0. lsz7 �� 24" 5.406" ® ALASKAN EXTRUDED HEADER SPLICE I (6061-T6 ALUM. ALLOY) CoA 18 1.686' —'-i T® EXTRUDED CHANNEL CONNECTOR .500" .(6063-T6 ALUM. ALLOY). TYP?:A�_ 1.562" - -- SCHEDULE OF ALLOWABLE SPANS FOR ADJACENT TO SKYUGHT PANELS. 6 & 12" PANELS UVELOAD (PSF *6" ooie PANEL SPANS o.os+ o.oaz o aie *12" o.Die PANEL SPANS o 02+ o.os2 0.036 10 11'-9' 14'-5' lr-2" 17'-9' 11'=0' 13'-3' 14'-7' 15'-1' 20 8'-8 10'-6' 12'-6 13'-5 7'711" 10 -4' i V-8' .12'-l' 25 7'-2' 9'-5' 11'-3' 12'-1' 7'-2' 9'-3' 10'-7' IV -2' 30 6'-1' 1 8'-8' 1 10'-4' 1 11'-1' 6'-7' 1 8'-6' 9'-9' 10'-3' a[ USE A MINIMUM OF (1) SKYLIGHT PANEL PER (4) - 6' ROOF PANELS AND (1)'.SKYLIGHT PANEL PER (2) - 12' ROOF PANELS FOR SKYLIGHT TO PANEL CONNECTIONS, USE THE SAME NUMBER OF SCREWS AS PANEL TO HEADER. SEE "TABLE 'A' DETAIL E9% PLASM USED IN SKYLIGHT FABRICATION �SG.E.GFLEXAN POLY ARBINATE PER `ES. REPORT /3206 t - .062' FOR 1r PAAE1 .3f 0, t9 Q�pFESSIONq figPANE3S SEE SCHEDULE ADM FOR ALLOWASPANS FOR ADJACENT ALLOWABLE SPANS TO SKYLIGHT PANELS a NUMBER OF ROOF " No. 16273 PANELS NEEDED FOR 1 SKYLIGHT PANEL. E pL 6.30-o-7 ®SKYLIGHT PANEL fteM.-clu 4 DATE REVISION DATE REMSION JUN 14 2005 e �' PPiIYIBX Engineering Servimi4 y C Q 0 �11®I Fr�ODOL18,Ii�G 1140 All Pro 6514 NO 260 it 4d� � Elkhart, IN 16511 KG ICBG ES EVALUATION REPORT NO. ER -2621P 1 L `�P VZ6 �A,/ ' NAME COMPONENT PARTS & CONNECTION DETAILS G Alli * NONE P 2/8/2000 LV 97CO05 5 OF 9 1.55" �-- 1.5T/5" 5.5° 12�/n J HILTI KWK BOLTS TOS1 /2• OR FOOTER -(ONE EACH SIDE) t.11J1eVlI SffEl ANISE 1 ALTERNATE 3' SQ. COLUMN CONNECTOR BRACKET SIDE OF POW ® (6063—T6 ALUM. ALLOY) L • �a 1�r' RDD Da116--- ND.Q DwerE>a - r,tl.wtR m mlo��s .° .ow.rvr 1. ALL PAM TO 9E HOT -OP 1LIILY4I® OL ELWn V= Mr- WTY 9E USED N LEU IF ATECHMI i To CONCRETE BLAB. L FMONTION Or AMM AAIONNNI IBD WETY MU 19 BE • THE SCOPE OS TNS REPORT. FABWAT1ON WAS AM GAMY CONTROL PWMW kM E SUIARTTED 10 BILLDNR. WFICAL FOR APIWAL & Amm A am W L Law N IR FUumm ITM us 3U11: SAID, GROAL, CLAY, BNOI MWL SILTY OWKL SLIT SNA, LAM 19% CLAIEI' OWAL WADY CLAY. 917Y CLAY. AM CLAYEY W AWNING ANCHOR STEEL EAST 'v' REQUIRED 'Mr WIDTH FASIT TIER :.POST 14 3 3/8' E 1 e ' 712 A0 ■u■ •i i� 0 1.55" �-- 1.5T/5" 5.5° 12�/n J HILTI KWK BOLTS TOS1 /2• OR FOOTER -(ONE EACH SIDE) t.11J1eVlI SffEl ANISE 1 ALTERNATE 3' SQ. COLUMN CONNECTOR BRACKET SIDE OF POW ® (6063—T6 ALUM. ALLOY) L • �a 1�r' RDD Da116--- ND.Q DwerE>a - r,tl.wtR m mlo��s .° .ow.rvr 1. ALL PAM TO 9E HOT -OP 1LIILY4I® OL ELWn V= Mr- WTY 9E USED N LEU IF ATECHMI i To CONCRETE BLAB. L FMONTION Or AMM AAIONNNI IBD WETY MU 19 BE • THE SCOPE OS TNS REPORT. FABWAT1ON WAS AM GAMY CONTROL PWMW kM E SUIARTTED 10 BILLDNR. WFICAL FOR APIWAL & Amm A am W L Law N IR FUumm ITM us 3U11: SAID, GROAL, CLAY, BNOI MWL SILTY OWKL SLIT SNA, LAM 19% CLAIEI' OWAL WADY CLAY. 917Y CLAY. AM CLAYEY W AWNING ANCHOR STEEL EAST 'v' REQUIRED 'Mr WIDTH FASIT TIER MINIMUM 14 3 3/8' 4 1 Y 1 e s 712 A0 2 1 Y ■ 2 1/Y ...1/4• 2. 2 1p• a 3/1e' . r 'I o' 20'. 0"- x711 ,•-Q'p;; E SQ o � Kglgi PL 9' a u' a 1/4' TIP. 'f ALL PAR2EDRS TO BE NOT -DIPPED GXWAI W G MORAY BE USELECTROPLATED MEID M MOFATrAamw a No.. 16273/ NOT TO CONCRETE SAIL * Ela 6.30.4,, SEE E /2 OETXL RIR' (+--- 6' . ® SAFETY STAKE Sj I (ALTERNATE TO CONCRETE SLAB ATTACHMENT) F` A DWOK 1/2.4 SCHEDULE 'F' — COLUMN TO FOOTING STEEL CAIIMN 9US AS ROLM COMWCRM FOR 16' TO 42' FOOTING SQB ftmRm m 101E Man* TENSION FOOTING SIZE *HILTI FASTENER CONNECTION TO IT1IOR 'd' (INCHES) (OR EQUAL) SIZE COLUMN TUB 90LTs CHOR 12• Naa 9' �' D T7 'd' = 18' 2-1/4'0 1 2' d 1-5/10 WXT 430/ 20' 2•J a I 1 d uw j LOW 22' 2-5/10 BOLTS 67 D . D ON 24' 2-3 BOLTS 17 ' .A : n 26' 2-1 13 1/rd 3-5.11 BDLTS 13300 28' 13300 197 12' 3Y 2-5/8'0'- 4'd 2 C . 34 NIA CONCRETE mmc N. N/A � 1 - 1/2' • SMEL BAR FOR FOUTINCS UP TO J8 _ N/A 33' CUBE LIRE 2 - 1/Y . 8M FOR FOCTINGS UP 10 40' N/A 46' CUBE AND 3 - 1/Z' I BATE FOR FOOI9AS LP TO 32' CUBE 42' 3-3/ro BOLTS N/A ALTERNATE FREESTANDING STRUCTURE COLUMN ''d' SIZE IN ANCHOR BOLT OR FASTENER SIZES INDICATES DEPTH © TO FOOTING CONNECTION DETAIL OF EMBEDMENT. EAAILPIE 2 R, 2 d INDICATES 2 112' EMBEDMENT OF ANCHOR 'OR EQUAL' TO HILTI F ALTERNATE MUST BE IC90 FS. APPROVED TO PROVIDE ALLOWABLE TENSION EQUAL TO EO'D TIORANHORBOLT` Yu SHOWN. HILTI INDICATES HM�uAN ER ® FOOTING SCHEDULE ®ATTACHED STRUCTURE COLUMN TO FOOTING CONNECTION DETAIL 'd' 18' TO 32` DATE REVISION I DATE- REVISION HILTI FASTENER ALTERNATE COuaw AN9LLs 3 1/a' cow. mm s. UNDER am r WL ® COLUMN CONNECTION DETAIL FOR SLAB A FOOTING ATTACHMENT 1140 All Pr DriveS�ryl►s 1 Elkhart, All Pro 6514 EIkhOA. IM 46514 KO K:RO ES EVALUATIQN REPORT NO, ER -2021F NONE %FCOMPONENT PARTS AR CONNECTION DETAILS 0E.- bHELT 2/BN E /20DO 97CD06 6 OF 9 No. 16273 Em 6-30• d7 JUN 14 W 4 1i t � + N0. 2 7 f F A0 ENGINEERS STAMP 1140 All Pr DriveS�ryl►s 1 Elkhart, All Pro 6514 EIkhOA. IM 46514 KO K:RO ES EVALUATIQN REPORT NO, ER -2021F NONE %FCOMPONENT PARTS AR CONNECTION DETAILS 0E.- bHELT 2/BN E /20DO 97CD06 6 OF 9 No. 16273 Em 6-30• d7 JUN 14 W 4 1i t � + 8-5/10'0 ,/2• 2�' *8' OR IV 2 1/2' POST L• 3 Wxl2 GA. 'C' OR 3 1/2'x10'x12 Gk 'C' ® C—BEAM TO COLUMN CONNECTION 5/16' BOL75 SEE TABLE 8.4 COWMN E4 FOR QLLANM (MIN4) ZL w 1 "�5V 5 1/2' x 10' ALUM W= BEAM OR 5.5' I.IM Z' COLUMN SIZE + 1' 5 1/2: x Y ALM IF BEAM OR 4 1 2 6 ALUM NF BEAM 2 5/16' BOLTS W/ 1.0' DIA. 1.575' x 1 x 3/32' THK. -STL. WASHER 4-}14 COLUMN 1.01 \A ' 8 - 5/16 E10L O'TYP. .750' .100' 2.5' = CUT BOTTOM FLANGE Or 750' I -BEAM AS SHOWN AT COLUMN .056 2 5/16' BOLTS ®ALTERNATE — 4 1/2',X 6' X 5'1/2' X 7'• 3' x 3' COLUMN ALUM. W BEAM CONNECTION DETAIL ALL 'I' BEAMS 6 'C' BEAMS USE TABLE 8.3 COLUMN 'J' FOR QUANTITY OF HORIZONTAL HOLT „ �•_ 1 I USE TABLE 8.4 COLUMN 'N' FOR VERTICAL BOLTS. .5 elp 0. OP PLATE %L' 01' I.IM Z' COLUMN SIZE + 1' TDP PLATE '9' 1v' COLUMN SIZE + 1/2' WITH A MINMUM OF 4.5' TOP PLATES 'A' do W. AND. SCHEDULE 'B' FOR TOP, PLATE CONNECTIONS WITH .'I' BEAMS (Y, Z. AA) ON STEEL POSTS 4-}14 0, 2.0•. 1.0' 3' x 3' 'TEFL MM'AB' b.n• "14 SYS . 1.0.` ® COLUMN TO HEADER CONNECTION FOR 3' X 3' STEEL HEADER 'AB' ®ALTERNATE 3' SO. COLUMN CONNECTOR BRACKET (6063—T6 ALUM. ALLOY) - ALUMINUM 1' BEAM OR STEEL 'C' BEAM 25/16' BOLTS W/ 1' DIA 2 5/16' BOLTS SEE x 3/32' THK. STL WASHER TABLE. 83 .COLUMN t=0.125' � TABLE aA COLUMN 'Q' QRpEESSl TI' p�yq/ 'K' FOR DUANRQUANM No. 16273 3' STEEL COLUMN * Exp. 6-30 0-7 't' - 0.048' 1 F 0.3' ST OLUMN TO HEADER CONN. BRACKET (6063—T6 ALUM.) .LUN 14 2005 O 3 nfIVATE REVISION DATE REVISION Engineering Services cot/ ��� �� 1140 All Pro Drive 1O.1boTp� * Elkhart. IN 46514 fir I CMP ICBO ES EVALUATION REPORT N0. ER -2621P - ® ,Q0 NONE OR PART COMPONENT PARTS & CONNECTION DETAILS EN INEER STAMP 2/6/2000 970007 7 OF 9 5 1/2' i GEM P O r 2-7' C SPLICES t.AE2' 7YP. OONE ECH SIDE FR Y tA' O.jr 7' X 5 1/2' I—BEAM SPLICE (6081-T6 ALUM. ALLOY) ® SPLICE DETAILS 2 ANCHOR 3 ANCHOR 4 ANCHOR 2. 3. OR 4 WCHOR DETAIL 15' v AWNING ANCHOR CLEAR CENTER IN FOOTING lyp. aNGL Awn+ OerAIl BI ANCHOR DETAILS FOR ATTACHED STRUCTURES 7' C SPLICES (6061—T6 ALUM. ALLOY) ® 7- X 5 1/2' ALUM. 1-13EAM SPLICE BOLT LAYOUT r3— #14 SMS / EACH SIDE 3'X 8' ALUM. HEADERr 2'X 6 1/2'X .024' ALUM. SIDEPLATES BC 3" x 8" HEADER CONNECTION FOOTING 'd' (IN) ALTERNATE FOOTING SIZE NO. OF ANCHORS 18 12wX 12 15 1 20 15'X 150X 15' 1 22 18 X 1 • 24 20'X 20'X 15' 1 26 20 20 15' 1 28 24X 24X 15 2 30 24 2 15' 2 32 24 24X 15' 1 3 34 24 4 15 36 124D5 24-X 15' 1 4 U 3— #14 SMS EACH SIDE 1/4' 2X 6 1/2' ALUM. 5 1 2' /2, 1/2 3— #14 SMS • 3— J14 SMS EACH # EACH SIDE COLUMN SIDE OF COLUMN 2'X 6 1/2' ALUM. 3'X 3' ALUM. SIDEFLA COLUMN WITH SIDEPLATES END VIEW SDOUBLE 2" X 6 1/2" HEADER CONNECTION :SS;� 9 A A� O _ REVISION DATE REVISIT n�. m NO. O �'OF Engineering Servlcea �� P=MMW lkh A!1 Pro 014 Eikhml, . IN 46514 T 1 CriP ur CMP ICHO ES EVALUATION REPORT NO. ER -2621P G GAt1Fj. 3.31-oZ NONE R COMPONENT PARIS & CONNECTION DETAILS GINEERS STAMP 2/5/2000 97CDOO 8 OF 9 No. 16273 Exp. r,30. e'7 JUN 14 2r OAr EXTRUDED HEADER SPLICE WT" TIGHT FIT ROM NFACETL ' 4- 1/4' BOLTS 4- /14 S.Y.S. - 7 2- 7 1/2. 7- 1/2' SPIJddDETAIL @5 1/2EXTRUDED HEADER SPLICE (60B61—TS ALUM. ALLOY) ly: 1.6' SMS SEE TABLE FOR SPACING ® 3 12 'G' RAIL (6063—T6 ALUM. ALLOY) 3 114 SMS !ALTERNATE 2— 2'x 6 1/2' HEADERS IN PLACE OF 3'X B' HEADER WITH POST do SIDEPLATES 3'X 3' POST ®ALTERNATE 2-2' X 6 1/2' HEADERS 3 %14 SMS EACH SIDE' 3' X 8'. BOX y BEAM, HEADER .H. BRACKET T 3'X Y ALUMINUM COLUMN ALUMINUM 'H' BRACKET FOR CONNECTING COLUMN TO HEADER (6063—T6 ALUM. ALLOT) 3 X14 SMS EACH SIDE /- OR 2 5/16' BOLTS . ,I.'r 3'X 3' 'X 6 1 /2' COLUMN sIDEPLATEs ALUM. FOOTING ' X BRACKET %B' x 3 1/2' 1 SLAB SEE: NOTE ' y�• .: OR d=261' FFOOOTER AT FWjHT ..•' •. :. OR SMALLER OR FUMC ® ALUMINUM FOOTING BRACKET FOR CONNECTING COLUMN TO CONC. SLAB OR FOOTING (6063—T6 ALUM. ALLOY) No• 16'll0) q' '..•,Lis N`. 211 6 1/2) 12' ALUM. RAFTER • 16' OR 24' ROLLFORMED O.C. NEW 2'X 6 1/2' ALUM. FASCM 1 6 ALTERNATE -DECORATIVE FASCIA TRIM i4 ® 3 1/2' 'J' HANGER (6('63-T6 ALUM. ALLOY) NON-STRUC111RAL e Z 2.109• oo+ti 4 s 0 5 1/2' EXTRUDED SIDE FASCIA (60 3—T6 ALUM. ALLOY) F f'1AR 0 E REVISION DATE REVISION �I I 0 EnQlnserinQ Sorv►css BOB= ac ' 1140 All Pro Cr114 Elkhart. IN 46514 `��v KG ICBG ES EVALUATION REPORT NO: ER -2621P 3'3j-dL NONE COMPONENT PARTS do CONNECTION DETAILS STAMP 2/6/2000 Y 97CD09 9 OF 9 No, 16273 EiF Ir30. 01 JUN 14 200 4 90 L1 HEADER (3006-H391 ALUM. ALLOY) 1 1/r OR r ® LATTICE t=0.024 (3105-1-125 ALUM. ALLOY) OR0 0.032. w A OR .0265' O RAFTER do SIDEPLATES (3006-H391 ALUM. ALLOY) @ COLUMN (3006-H391 ALUM. ALLOY) 4- JS SMS EACH RWD WINGER ,`•j 4-f8 SMS EACH WM Kqw SEE TABLE AT RIGHT. 15/1 1� _ E8iAr, F7 trstD WAY X 6 1/2' RWMtS woo USED W/3• X e• RMIM ©7 RAFTER TO HEADER CONNECTION BRACKETS (6063-T5 ALUM. ALLOY. 't'=.1360' 1/4' x 4' LAG SCREW SEE TABLE 8.5 COLUMN ANC4 FOR QUANTITY- ALL UANTITY-ALL 10 PSF USE 1 LAG PER STUD 16. 0/C Dam 2 X OEPIH ALUM. RAFTER 2- %100XX 1'SCREMr-;--- Es 58 EY. /12 �{ ® ALTERNATE RAFTER TO WALL CONN. .048 MIN. ASTM A-653 Fy=40 KS1 O STEEL CONNECTOR FOR WOOD COLUMN CONNECTION ill urs: 21- SMS FOR j2�/2. FOR 2' • RAPIER L9 LATTICE TO RAFTER CONN. 1' 2-18 SUS EACH SIDE L= 1.9Y FOi 2' x 6 1/2' RAPIERS L= 1-y' FOR 3'X8' RAPIERS g ryp irl ^. �, I 2-110 X1,3/4' WOOD R:101? 2-10 SMS (6063-T5 ALUM. ALLOY. Y= 0.0401 L6 RAFTER HANGER HEADER HEADER DETAIL MAXIMUM MAX FASTENTING GAGE WIND LOAD TRIB '.042 3' x 8' Ll 90 MPH 6' 2-#8 SMS EACH BRKT. 3' x 8' PATIO 10' 3-#8 SMS EACH BRKT. .036 3' x -8' L1 90 MPH 5' 2-#8 SMS EACH BRKT. 3' x 8' PATIO 10' 4-#8 SMS EACH BRKT. .032 DBL 2 x 6 L11 90 MPH PATIO 1 10' 3-#8 SMS EACH BRKT, 094 8' STEEL C L23 90 MPH 22' 2-#14 SMS EACH BRKT, 90 EXP- C 10' 2-#14 SMS EACH BRKT. DATE I REVISION I DATE REVISION 1• • L V/ V NI - faCp 3 31a 2 Engineering Servicos P � � 1140 All Pro�4 ElkAorl, IN 46516514 F 0A11EV2�/8/2000 IC80 ES EVALUATION REPORT NO. ER -2621P DRWNG COMPONENT PARTS & CONNECTION DETAILS FOR PAT10 & COMMERCIAL LATTICE STRUCTLIM3 _NAME ENGINEERS STAMP 13F 97LTOI 1 OF 4 No.16273'I Up. 00"o JUN 14= 1/2. Mk KAsnc [A- Rw 2x 6 1/2' OR 3' x 8' SEE SCHEDULE FOR SIZE TERNATE 2- 2X 6 1/2' pon HEADERS IN PLACE OF 3X a' HEADER WITH REAM 5PUCE MW BE CENTEREDCENTEREDON Cmm POST & SIDEPLATES - 14 M-- 0 0 MIE sms wo BOX SECTM. 3"X 3" POST NOTE- IM PU= PLUG TO FILL 1/2' DIA AMBS HOLES tMED M ATIAGM 3'X9' WAER --a, --]�o T S.M.S. INID MOM BOX SEM IN P" 7K SMS LENGIN WOULDEXCM 2 1/2. 2- 2* X 61/2' 9DEPLA113 ONE 0M SKIE OF 10 PLASTIC PLUG DETAIL 0 ALTERNATE 2-2- X 6. 1/2- HEADERS COLIAM Cmm 16 HEADER SPLICE DETAIL o V�v' KA 3.0 t4' C-1 37" (4) 3.00 0.72�-1.56- 0.72 .10.72 ' � . 0.93 � 1 3.00", 4.00'. 0,72 18 X003 5.00' OR 6.00" TY'. APR -T L32 3", 4', 5" OR -6' B94 10' R X .7 0"(4) 300 0,931S6 0.28 . STEEL COLUMN 10" HIGH .68 ALUMAX '(4) 37 Fy=36 KSI .43714) Q.72 'j �0-, 4.00'-- 0OR 6.00* I 0.17- 25' RAD. T* (IN)= 0.024, 0.030, 0.040 (ALUM) DO. (36) —0.048 (STEEL), .020" x 70' .062' RAD. (20) am. . I DATE REVISION DATE REVISION (121) .187- RAD416) COLUM.WAS MAY BE TIW0.W/FLEX- qpvEssl ALFACING. FLUTED COLUMN 3' ALTERNATE COLUMN u (3- ALUM. 6063-T6) (3003-H1.6 ALUM. ALLOY OR -A. Engineering Services Y 0.062* UNLESS OTHERWISE NOTED A-446 Fy=40 KSI STEEL) Cm uj rel . ii�� =4 1140 All Dr! ve uc NO. ,Pro .0 Eudw". 46314 KG ICBG ES EMMATION REPORT NO. ER -2621P qj CONN I NONE COMPONENT PARTS & MM DETAILS MOE FOR PATIO & COMMERCIAL LATTICE STRUCrUSES OF P- ENGIN SRMT-- 2/8/2000 ffN 97LT03 2 OF 4 . JUN 14 205 5/16' BOLTS. W/ 1' DIA. x 3/32' THK.• STL. WASHER 5,5'. TO 8' STEEL 'C' BEAM SEE TABLE, 8.4 COLUMN E4 575 2.35' FOR QUANTITY .750' 1 . 2.5' .0' i .750' 056--+ 5/16' BOLTS SEE TABLE 8.3 COLUMN 'M' FOR QUANTITY .048 x 3' x 3' STEEL POST ALTERNATE 3' SQ. COLUMN CONNECTOR BRAOCET ® (6063-T8 ALUM. ALLOY) DETAIL 3" X 8" — 1 FOR ATTACHED STRUCTURES COLUMN TO WRAPPED 3" X 8" X 12 GA. 'C' BEAM HEADER CONNECTIONS � 0.162'13 b0.630 07 —-- r�- 3"X •B" 90)( f 3'X 8"X 12 GA. '' "C' JUN 14 2W APR 18 2003 gp�iSSfOggl - DATE REVISION DATE REVISION BEAM WRAP RAP No. 16273 EW 630• Y —-- r�- 3"X •B" 90)( 3'X 8"X 12 GA. '' "C' - DATE REVISION DATE REVISION BEAM WRAP RAP BEAM �-,•�r LSS ! • l�vv tU �c CZ Engineering Services NO. - ". 1140 All Pro Orks 'C' EgAtta•f. dl 44814 L23 3" X- 12n X 12 GA. STL. BEAM Iceo es E1/AtUAiK1N FitPORi Na. LR -MIP WRAP W/ 3" X 8" ALUM. BOX BEAMwAwsCOMPONEKi Parrs s ca+l�craN oETAas NONE FOR PAW & COMMERCIAL lATnCE 3n%JCrR M E EERS STAMP _ 2/8/2000 in 97LT03 3 OF 4 S. 3' X 8" BOX . BEAM HEADER " i BRACKET 3"X 3" ALUM. COLUMN L24 ALUMINUM W BRACKET FOR CONNECTING COLUMN TO HEADER (6063—T6 ALUM. ALLOY) 3 #14 SMS -EACH SIDE OR 2 5/16' BOLTS 'r • e 3/8' H1LT7 KVIK BELT II V/ F..3' E]®ED O(T I l .035' OR 0Q, ■ 3' a e' HEADER Q 70 do 90 MPH WIND SPEED i— e #14 SMS EACH SIDE 3"X 3' 'X 6 1f 2' ,L9 POST I SIDEPLATES I ALUM. FOOTING I BRACKET r rte. •. - STAB OR FOOTING L27 ALUMINUM FOOTING BRACKET FOR CONNECTING POST TO CONC. SLAB OR FOOTING (6063—T6 ALUM. ALLOY) 3.11 3' POST COLUMN W/ W BRACKET #14 SMS EACH SIDE HEADER SPUCE MIZ BE 2- �1� 0 3' xF1rGIHiAOER o p� 0 WE EA 8� � TOf 3' OJUJM61 WN L1 HEADER SPLICE DETAIL 31x e• HEADER ' 3 #14 AIS EACH SIDE 0.0 1 0 3 014 SMS EACH SIDE SIDEPLAiiS• 3'X Y POST COLUMN W/ SIDEPLATES 12' ar tiAT,4 5 SAFETY STAKE IN H S CONCRETE FOOTING140. 16273 fyp.630 07 JUN 14 RnFESS200 FATEi� REVISION GATE REVISION . U �� Essl0 C NO. 0 Engineering SOrvic'" " No. 16273 °O ,�� 1140 All Pro DriveExp 630. O� i EDdrml• IN 4[1514 �ur oxf IYI �19j << ' KG m ES EVALUATION REPORT NO. M-26210 �0 r df S FC C 1 f f f:`•.0 0�r1POMExT PARiS a COMIEI.'l1oN DETAILS �0 APR 16 2003 --.�-3t-o�. NONE °R FOR PAW LATiRi s,Rucn"�s . ��'' ENGIN S STAMP 2/8�s00O 07LT04 4 OF 4 NOTES F l RESIDENTIAL PERMIT 047-330-002 02-3359 NO. WAGNER; JOSEPH &r ROSEMARIE- - 14250 MERIDIAN RD., CHICO F CONT: EXECUTIVE HOMES NEW MH PERMFND EX SITE =- THE HCD FORM 433A FOR THIS MH CANNOT BE RECORDED UNTIL ONE OF THE FOLLOWING HAS !— IiEEN TURNED IN TO THE BUILDING DIVISION: j (1) LICENSE PLATE(S) OR DECAL (THE INSPECTOR MUST RETREIVE). (2) STATEMENT OF FACTS (ONLY ON NEW INSPECTOR TO VERIFY SERIAL & LABEL #'S: . ecj/ 1,992 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB—STANDARD HOUSING LETTER PFs "?15-5160 P f S 79S7GI CMFL317U%Q ZG211/ JOB FINALED (Date) 3) Signature .Gr a CHECKED BY J ='OK 0 = Not OK . = NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /" L "ft./ P LPG Electric 7. Well Clearance & Disconnect 8. Utility Clearance 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date 12. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBIL -r -HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 Date Zo ingg Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. ootings; 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 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date ;� t �j Card B-1 ,' V I Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) - Line 4! ; MH Test -Demand -Valve �Ctricity; MH Test �er; MH Test 1LVater and Sewer Connected 8' f as and Electricity Tagged Exits 10. Lyense Decals 1 ItAerify #'s with Office Date Z .qJ Card B-1ate 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 -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-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 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-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 Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 57. Siding -Nailing Veneer 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 61. Brace Interior/Exterior Wall Panels 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test Card B-1 Date Card B-1 12. Electric Underground Card B-1 Date Card B-1 13. Plenums & Ducts; Clearance -Material -Support -Ins. FINAL (Plans) OK except #'s 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa Date 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 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 74. Elec. Outlets & Receptacles at Kit. Counter 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 81. Guard Rails & Deck Construction -Post Caps 23. Fire Sprinkler; Test Clearance Looked under Floor ❑ Yes _ Date Card B-1 Date Card B-1 Date 85. A.C. Unit Disconnect, Electrical -Plumbing Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 87. Water Well, Disconnect, Electrical, Plumbing 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 90. Glass Protection 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 93. Water & Sewer Connected -C/O to Grade -HD Approval 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 96. Fire Sprinkler 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al Date 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes O No Card B-1 Date Card B-1 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. 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 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 83. Following Instld./Drive 0 Yes 0 NoMalks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler 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: f• COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 ,E i31�fi'►3o" (Rev.12/96) :v4* APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 047— ZONING A-5 BUILDING PERMIT OWNER F FD R. RISC M. PTV TELEPHONE SO. FT. OCC. BUILDING VALUATION 1692 4 9 1 .168.00 OWNERS MAILING ADDR SS Zq T TV IN. r'u n CONTRACTOR'S NAME 9 FXFCIJTTVF ROMPR 1 TELEPHONE oano CONTRACTORS MAILING ADDRESS - ZESPLANADE r`T]TCO n C 1 Q CONSTRUCTION LENDER w ' Fireplace LENDER'S MAILING ADDRESS Total Valuation $6 on ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee 603.50-.92- $ 301.75 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checkin Fee $ 3.00 BUILDING ADDRESS 14250 f T uT�+n Energy Plan Checking Fee $ Pre— $ v PERMIT FEE $ 344 5 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 1 r5 . 00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW MH PERM FND EX SITE Gas piping system 1 - 5 outlets 15-0015.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 50.00 ELECTRICAL PERMIT Fling Fee 20.00 "OOVOR LE Main Service 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 fQr and effect. (' �+ License Class i Lic. No. 14 /� . J t7 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 ZDDA TO 1000A 46.00 NEW CONST. DWELLING OUP. OR ADDNS. ( 8 ACC. BLDS. s0 3.50FT. NEW CONST. MULTI -OUTLET NpµgESID, 07.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES BAL Q .50 Ex. Occup. OTT A=.CEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 f_ 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. p 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 works ' compensation insurance carrier and policy nuQaber+ Carrier?%/�% C Policy Number 14- 'J!5 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers', compensation provisions of section 3700 of the Labor Code, I shall Oe lzrovisions. forthwith comply withis Date /rf'' G sem""` Signature of Applicant - ❑ Owner ❑ Contractor 13-Aljent 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 FEES Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 394.75 HAZ. / F IMP FLOOD n CDF PARC PD D HSUE IS Th permit is hdeby issued under of the Butte County Code and/or indicated above for which fees have ` �% , .1 /►� By -?r PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. /� Date (Date), Receipt No. ' ' - ' 1 - - WHITE-D.D.S.-B.D. CANARY -ASSESSOR' PINK -INSPECTOR GOLDENROD -APPLICANT a'' FLEETWOOD HOMES OF CALIFORNIA, INC. 18 N. PIONEER AVE. PO BOX 1308 WOODLAND, CA. 95776 MC# 17 Date of Manufacture HUD label No.(s) PFS795960 f� G� PFS795961 Manufacturer's Serial Number(s) and Model Unit Designation SUNCREST 4663G CAFL317A26241-SC13 CAFL317B26241-SC13 Design Approval by (D.A.P.I.A.) PFS CORP. This manufactured home Is designed to comply with the federal manufactured home constructionand safety standards in force at time of manufacture. (Far additional information, consult owner's manual.) The factory installed equipment includes: Equipment Manufacturer Model Designation For Heating COLEMAN DGAT075 For Cooking WHIRLPOOL GS440L Refrigerator WHIRLPOOL ED5CH Water Heater RHEEM 21I30T Smoke Detector RIDDE 1275E Dishwasher WHIRLPOOL DU890S Garbage Disposal MONARCH 820XL Fireplace MARCO BM36 Whirlpool BETTER BATH WDR4200 Microwave/Hood WHIRLPOOL MH6150 HOME CONSTRUCTED FOR X ZONE I ZONE II ZONE 111 EXP. "D" This home has not been designed for the higher wind pressure and anchoring provisions required for ocean/coastal areas and should not be located within 1500' of the coastline in Wind Zones II and III, unless the home and its anchoring and foundation system have been designed for the increased requirements specified for Exposure D in ANSI/ASCE 7 - 88. This home has ( ) has not (X) been equipped with storm shutters or other protective coverings for windows and exterior door openings. For homes designed to be located in Wind Zones II and III, which have not been provided with shutters or equivalent covering devices, it is strongly recommended that the home be made ready to be equipped with these devices in accordance with the method recommended in manufacturers printed instructions. Design roof load zone map: _ North 40 psf X South 20 psf X Middle 30 psf -Other psf .......... .......... NORTH .a •. u 1. COMFORT HEATING This manufactured home has been thermally insulated to conform with the requirements of the federal manufactured home construction and safety standards for all locations within Uo value Zone 1,2,3 (See map at bottom) Heating equipment manufacturer and model (See list at left). The listed heating equipment has the capacity to maintain an average 70 degrees Fahrenheit temperature in this home at outdoor temperatures of — 93 degrees Fahrenheit To maximize furnace operating economy, and to conserve energy, it is recommended that this home be installed where the outdoor winter design temperature (97 h%) is not higher than —44 degrees Fahrenheit. The above information has been calculated assuming a maximum wind velocity of 15 mph at standard atmospheric pressure. COMFORT COOLING F]Air conditioner provided at factory (Alternate 1) Air conditioner manufacturer and model (see list at left). Certified capacity B.T.U./hour in accordance with the appropriate air conditioning and refrigeration institute standards. The central air conditioning system provided in this home has been sized assuring an orientation of the front (hitch end) of the home facing . On this basis the system is designed to Maintain an indoor temperature of 75°F when outdoor temperatures are IF dry bulb and °F wet bulb. The temperature to which this home can be cooled will change depending upon the amount of exposure of the windows of this home to the sun's radiant heat. Therefore, the home's heat gains will vary dependent upon its orientation to the sun and any permanent shading provided. Information concerning the calculation of cooling loads at various locations, window exposures and shadings are provided in Chapter 22 of the 1989 edition of the ASHRAE Handbook of Fundamentals. Information necessary to calculate cooling loads at various locations and orientations is provided in the special comfort cooling information provided with this home. X� Air conditioner not provided at factory (Alternate II) The air distribution system of this home is suitable for the installation of central air conditioning. The supply air distribution system installed in this home is sized for a manufactured home central air conditioning system of up to 6 3 , 5 0 0 B.T.U. /hr. rated capacity which are certified in accordance with the appropriate air conditioning and refrigeration institute standards, when the air circulators of such air conditioners are rated at 0.3 inch water column static pressure or greater for the cooling air delivered to the manufactured home supply air duct system. Information necessary to calculate cooling loads at various locations and orientations is provided in the special comfort cooling information provided with this manufactured home. To determine the required capacity of equipment to cool a home efficiently and economically, a cooling load (heat gain) calculation is required. The cooling load is dependent on the orientation, location and the structure of the home. Central air conditioners operate most efficiently and provide the greatest comfort when their capacity closely approximates the calculated cooling load. Each home's air conditioner should be sized in accordance with Chapter 22 of the American Society of Heating, Refrigerating and Air Conditioning Engineers (ASHRAE) Handbook of Fundamentals 1989 edition, once the location and orientation are known. INFORMATION PROVIDED BY THE MANUFACTURER NECESSARY TO CALCULATE SENSIBLE HEAT GAIN Walls (without windows and doors) .................................... °U° .06 Ceiling and roofs of light color ......................................... U. .03 Ceilings and roofs of dark color ....................................... U. .03 Floors........................................................................ °u° .05 Air ducts in goof .................................... ....................... U. .05 Air ducts in ceiling......................................................... U. NA Air ducts installed outside the home ................................. U. .25 The following are the duct areas in this home: Air ducts in floor........................................................... 108 sq. ft. Air ducts in ceiling.......................................................... NA sq. ft. Air ducts outside the home ............................................... 56.5 sq. ft. U/O VALUE ZONE MAP tt AZ 91Mi OK Ali TNZONES U -VALUES �p� a 1 t MS 0 TX 0.116 t AK q LA 2 ®0.096 HI O 0.079 s : 1viron DEC 0 rWco, C 200" (ex;=4 + n q �b� v�wELL ..y. r �a Q� oS��i pMQi M Cr 7,14 AN (4 (2-$ %z Icdla&..h., +0 gk w,_ —p.,I r -v o ,w -Y ti)L IbX 3n mJ-Ai4io� 4b go-r.rq g . -e- Pr; of 40 ta( Healtr► 2002 ifomia W agn¢, c6co I� NOTE: See the attached Reulrements Pries '1 v (0 -� r -e- w o -<-,' to b e ire Yt �Y,n Chi G PLANNING DIVISION- BUILDING PLAN APPROVAL Use: ©K Date: P2— i °i— L 2 ' n Parking: Landscaping: \ Other `. Signature: � .. ,� SUMMULOU Exterior • Fiber cement siding built to resist weather damage • 2" x 4" exterior wall construction provides a sturdy frame • Transverse floors with 2" x 6" floor joists for better support • Class "A" fire -rated, composition shingle roof for long- lasting, low maintenance performance Vented roof cavity allows hot air and condensation to exhaust for improved energy efficiency • Inswing front entry door with deadbolt, peephole and brass knocker for your family's safety • Inswing rear door with deadbolt and window add natural light • Low -E coated dual paned vinyl framed windows for better energy efficiency • Porch lights at front and rear entries for your safety Interior • 'b" drywall'tape and texture in all areas (excluding closets) adds style to your interior • Standard 16 oz. carpet in all living and bedroom areas for high performance and low maintenance - 100% nylon to prevent fuzzing and shedding Multi -colored dye technique minimizes tracking and spotting - Treated with StainTech- for easy cleaning Glass ceiling fixtures brighten.your home's interior • Vaulted ceiling throughout provides an open look and feel • White lined overhead cabinets for easy maintenance • Ash arched top wood cabinet doors add quality and natural beauty to your kitchen and bathrooms • Metal mini -blinds in living and bedroom areas for your privacy • Hollow core closet doors are durable and provide convenient access Baths • Easy -care laminate countertop with hand laid, 4" ceramic tile backsplash provides attractive color accent • Recessed medicine cabinet provides convenient storage space in each bath L I'V I N G` F_ E A T. uR E`S • Master bath has a large one-piece oval tub/shower for a relaxing bath or convenient shower • Guest bathhasa one-piece 60" fiberglass tub/shower comfortable molded design and easy maintenance • Ceiling exhaust fan provides extra ventilation in _each bath • Moen® metal single lever shower faucets - "Buy it for looks. Buy it for life'- • Moen® 4" metal dual lever faucets - "Buy it for looks. Buy it for life"' • Bank of three drawers in the master bath for handy storage • Extra large vanity mirrors with Hollywood lights in both bathrooms provide an expansive viewing area Kitchen • Whirlpool® appliances provide confidence and hassle -free service - 30" free-standing gas range - 14 cubic foot frost -free refrigerator • Moen® metal single -lever metal faucet - "Buy it for looks. Buy it for life • Bank of 4 drawers provides convenient 'storage for your utensils • Double cell porcelain sink adds flexibility in kitchen activities • Congoleum® no -wax, vinyl flooring for easy care • Elegant crown molding provides a finishing touch to overhead cabinets • Choice selection of 4" ceramic tile backsplash provides attractive color accent ' • Wood self -edge provides a finished look • Two pull-out pot and pan drawers provide easy roll out storage convenience Utility,. Safety and Energy Features Smoke detector(s) and built-in interior 100 AMP panel box for your safety and easy access Shut-off valves at all plumbing fixtures for your convenience Overhead utility shelf for added storage space Note that square footage is measured from exterior wall to exterior wall, and is an approximate figure. Length indicated in floorplans is floor length only. Renderings and diagrams are meant to be representative and, in keeping with Fleetwood's policy of constant updating and improvement, may vary from the actual home. All dimensions are nominal. Ask your retailer for specifics. (Add four feet to arrive at transportable length.) PRICES AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. O01996 • Zone II insulation package for energy efficiency, includes: white vinyl framed, dual -paned windows, R-22 ceiling, R-11 wall, R-11 floor • 30 gallon gas water heater is efficient and requires low maintenance • Coleman® gas furnace provides name brand confidence and hassle -free service � • Plumb/wire for washer and dryer provides convenient; hook up Optional Features • Dishwasher and garbage disposal for quick and easy kitchen clean-up • Skylights of various sizes brighten any room • Refrigerator and range upgrades meet your culinary needs • Deluxe carpet selections for increased performance and beauty • '�" rebond carpet pad extends the life of your carpet • Ceiling fan circulates air for a "spring breeze" feeling all year long • Rounded sheet rock corners in living areas soften your decor • Beautiful ash cabinet system with recessed panel arched top doors, ash face frames and adjustable overhead shelving add value and quality • Overhead utility cabinets expand your storage space • Recessed fluorescent lights give your kitchen a contemporary look •' Sliding glass exterior door welcomes more natural light into your home • 40 gallon gas water heaters provide more hot water for your family's needs • Zone III insulation package to meet the needs of the climate where you live, includes: 2" x 6" exterior walls with R-33 ceiling, R-19 wall, R-22 floor insulation a ry FLIEIEl1/VCOD, FLEETWOOD HOMES of CALIFORNIA, INC. _,a subsidiary of_Fleetywood Enterprises, Inc. * -ir -fir. 9�92r1.v1 18 N. Pio'negr' venue- Woodland, CA 95776 SU/17/OCT02 • 1. Owner's Name:1-V f YY �.y' . "q nPA--- 2. Assessor's Parcel Number: OT7 ` 3� -- r 4 3. Installer's Name: 4. Is the site currently under permit? Yes[ ] No Permit No. 5. Is the site an existing site? Yes[ V1 No[ ] (If yes, furnish two plot plans). 6.. What is the electrical rating of the. mobilehome? /00 Amperes. 7. What is the mobdehome site circuit breaker rating? 2 -co Amperes. 8. What is the electrical rating of the mobilehome site? 2 Amperes. 9. Is the main service remote from the mobilehome site? Yes[ ] Nov ] If it is, what is the rating? Amperes. 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[',' 1 No[ 1 If yes, please identify the load and size: a) The mobile home site: Load- Amperes - b) The main service: Load- G iAil,ix e— ` Afnperes- -30 Sd 11. Type of gas service at mobilehome site: Natural[ ] Propane'V ] None[ ] 12. Size of gas pipe at the mobilehome site from the meter or 3 tank: %� " inches. 13. What is the gas pipe length from the meter or tank to the mobilehome? (ft.). 14. What is the mobilehome gas demand? -r-\ f% B.T.U.* *(This information is not required if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION May 1995 Mobilehome Manufacturer:` e e f w n a A. Manufacture Year: 2 0 0 3 If other than single wide, furnish Setup Model Number: U (o (o — 3 6 Width: W8" (ft.) Length: (p 4o' 8"(ft.) Tagalong or Expando Size (ft.) x (f3.) On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or foundation grade[vf Other: SUPPORTS: Concrete block[Other: Provide Tie Down Specifications for A Mobilehomes: Pier Footings Sizes and Location SINGLE WIDE MIILTI-WIDE Line 1 Line I Line 2 Line 2 Main Beams Line 2 Line 1 Line 3 Line 2 ................................................................................................ Main Beams Line 2 .............................................................................................. Line I .................................................. ine 5 Tag or Triple ine 4 ine 1 Line 1 Piers: Size minimum: ;zq 1 x 2 Spacing maximum: $ Q ` From ends -maximum] O ` Line 2 Piers: Size minimum: [ 1 Z-- ] x [ a- ]. Spacing maximum: 1 6 ` O ` From ends -maximum: o ` Line 3 Roof Loads: ` Size minimum Location (from front): Line 5 Roof Loads: Size minimum: Location (from front): May 1995 Line 1 Openings Size minimum: [ ] x [ J. Each side of openings with width over: F` Line 4 Piers: Size minimum: [ ] x [ ]. Spacing maximum: &` From ends -maximum: I` 2-1 2- 21Ht3t z4 -K30 ;Lq T, --)DI 344 )VI Zq*Vy 0 17,6„ z�- y„ 55`x„ � •7 _ gtlUDBdG DEPARiMEM- APPR01►ED $' WAvY'% ti111- SOIL CAPACITY (PSF) 2 EACH TRIPLE PADS PRY-, 3308 5200 1500 - UP ORT�1 10,600 3000 POST Q SUPPORT 15,500' 10,600 POST 1500 12,000 4 X 10 BEAM (SPF #2) 14,200 15,500' 11,700 LBS. MAX. LOAD 10,600 3000 15,500' 4 X 12 BEAM (SPF #2) 3000 13,500' 4000 15,500 LBS. MAX. LOAD r�. WOOD i1 WOOD WEDGES WEDGES CAP BLOCK ti• CAP BLOCK l0ONO ✓2 Zit op* SEE TABLES FOR CAPACITIES SEE TABLES FOR TO BE USED WITH: TO BE USED WITH: CAPACITIES 8' X 16"X 4" TRIPLE PAD 8' X 16' X 4' TRIPLE PAD 66 16' X 16" X 4' DOUBLE PAD Twin Concrete Block Piers At Support Post 2 X 12 " 24' DOUBLE PAD SUPPORT?+ =� POST SUPPORTt- POST 4 X 14 BEAM (SPF #2) Q r 13,500 LBS. MAX. LOAD 4X 14 BEAM (SPF #2) ••• 13,500 LBS. MAX. LOAD ear:="` �. ZZDi ?+ WOOD WEDGES CAP BLOCK TO BE USED WITH: 2 8" X 16" X 4' TRIPLE PAD 16'X 16" X 4" DOUBLE PAD �• 16'X16'X4"OUADPAD ,t6• ���r11 2' X 12' X 24' DOUBLE PAD �2A SEE TABLES FOR CAPACITIES Twin Concrete Block Piers At Support Post 8'x 16'x 4" CONCRETE PADS SOIL CAPACITY (PSF) 2 EACH TRIPLE PADS 1000 5200 1500 8000 2000 10,600 3000 15,500- 4000 15,500' PSEE TO BE USED WITH: 8"X 16'X 4'TRIPLE PAD 16' X 16'X 4- DOUBLE PAD ABLES FOR 2"X 12"X 24' DOUBLE PAD CAPACITIES Twin Metal Pier.q At RIInnnrt Pnet Note: * " Pad capacity limited by beam capacity. 1. All capacities shown are based on the footing capacity. Individual piers must also be capable of the capacity shown or the configuration must be reduced to match the pier capacity. t`•lo. 11481 nn�cc unuel 16"x 16"x 4" CONCRETE PADS 2 x 12 x 24' WOOD PADS SOIL CAPACITY 2 EACH DOUBLE (PSF) PADS 2 EACH QUAD PADS SOIL CAPACITY (PSF) 2 EACH DOUBLE PADS 1000 7000 14,000 1000 8000 1500 10,600 15,500' 1500 12,000 2000 14,200 15,500' 2000 10,600 3000 15,500' 15,500' 3000 13,500' 4000 15,500' 1 15,500' 4000 13,500' Note: * " Pad capacity limited by beam capacity. 1. All capacities shown are based on the footing capacity. Individual piers must also be capable of the capacity shown or the configuration must be reduced to match the pier capacity. t`•lo. 11481 nn�cc unuel 042-C C 1 l CCO ICA {kP*—Dcr7•— 3 30 — 0C)Q-- c- '� -'s HOOT 91c. spy ]e ]uil; ;3 -Zcomic,r. Yat.. ❑�4... ..._ ie,. y^i ... 2) ;Tgress windows) ;r•:aivn with less - vent area :.^•cr. ;i ee[ _gress requlrer-ien[s :nrougr^ S removai ]er vindow mcn_'ccturin^i^si :-,;c:icns, 10=aiec an 'te window. COPT , Pr .1 IRE?, -AC= 711 5 TCHr=i I ;Tv B %ter -- -- _-- --- FJRI r --- Ja11 RAC _GRE 123.5 SC.-. RAG uj 1 3 71luzz, -------------� � �PT (( { AOPT '�7)PT Z ! AI's Y1 ` 7 ��(XA ! 1 7 _ _ Yom%% 1 OI REC ��+ !VING ROOM i tr� r1u\\\ I BEDROOM -41 S 7dTTRY 2525 St3.=i. ��J r i j 0 4 i � 15.5 50._ I a � I y, �IlPLF1 �� OO .7 ; OF Z OPT I XEAT .APE REE011 ON ; I /� UNOERSDE j1 i4DDi� A�,s'-,' d -3 COPT OF FLCOR O a (D I FAMILY `! ROOM d I 11 is 15 8;4 1 1 z I-1 `_' 5 I 1 w 4 r �' C G c ry ' 4 2 a{NR Gfl ¢ !I 5 t3 7tNING AREA I { F 'RO^M _-, 3 - �s� COPT , Pr .1 IRE?, -AC= 711 5 TCHr=i I ;Tv B %ter -- -- _-- --- FJRI r --- Ja11 RAC _GRE 123.5 SC.-. RAG uj 1 3 71luzz, -------------� � �PT (( { AOPT '�7)PT Z ! AI's Y1 ` 7 ��(XA ! 1 7 _ _ Yom%% 1 OI REC ��+ !VING ROOM i tr� r1u\\\ I BEDROOM -41 S 7dTTRY 2525 St3.=i. ��J r i j 0 4 i � 15.5 50._ I a � 27 i wt :.wf'- 1032. / RER S EGK its)' — 1 In ZLj 2x6 � i CC j• A I Y.-- I y, �IlPLF1 �� ;1 050012I a %'-%" .7 ; , Irl j1 i4DDi� A�,s'-,' za i=_= � 2° 940�4 Al15' _ I1 —7" i = IW 55 C G 27 i wt :.wf'- 1032. / RER S EGK its)' — 1 In ZLj 2x6 � i CC j• A I Y.-- I y, �IlPLF1 �� ;1 050012I a %'-%" .7 ; , Irl j1 i4DDi� A�,s'-,' za i=_= 25! 2° 940�4 Al15' _ I1 —7" i = IW 55 420015 Al W 32 ;N (n vbl Q h b t �R��=� Z• b�C/fR0 is Remifamill I ZOOL-L i0i2.: i bN CP- I P,F1t I WAz. ; E 16 11 'If 71 7- m w TRY lam— I 1. = N1 ;I I [71 i 4SOD j i a 32 } GRE.S 7 •- z" 1 1 1 A i 8100 2 A f O O i O ,7._7• , A 13'- 7 G" -0 0 1 O EcREzs I a 14'-7„ Q -p' 11 -4" Ql 370013 ai 19'-1' 125 WINDOW / DOOR SCHEDULE 24 _g 18'— D" 720014 al ;; _5. 15 3200 5 6 6•-B' 32 ! F DESCRIPTION VENT N SIZE 1 DESCRIPTION VENT d6 X58 I V. SLIDER 15.2 7.6 'tnux�¢s Z' 80-M is Rau A I 3o XBO I HOUSE ! - O RECEIIT.(sa 1..-7spECS) TRu� WOODLAND # 17 36"X58" V. SL10ER 111.6! 5.8 B _- 32 X80 I BLANK I • PNL aOx ! 46 X40 I H. SLIDER I ?.7 5.2 - ! c �' r!_OUR PLAN ' 1 46 X10 I FIXED I 1 I Z 4 UCK FIXTURE I] 5X16 aR REC. OF I 72 X80 SGD SA�1Y 132 1 0 m THERMOSTAT AIR SUPPLY WZ 1 1 ® CE3uNc REGISmR I 30'X58' l V. SL DEz 19.4 4.6 I I LLI 9 Oo-uusr t CEILNG FAN C SWApWALL H5 A 13'xX 66'-3 � Ra. ®sMDlcE Ot�T"-roR r SUPPORT POST °A ' 3/21 00 Q8 13'-•4' X �'-' SUNCRES T I -)i4 DOOR BELL TRANS. .RAc_- .RETURN YR GRI!,. C- 46c3G :Lu N.I. I .i I�X50 �le�rici 0 -vu 7-x 1 -7A D4`7— 33C)- Oc-D,�c-- - 2'x 2'x 3/16' STEEL ANGLE CHASSIS FRAME 114- GRIPPER PLATE (2) REQUIRED. 114- GRIPPER BASE 1/2-13UNC—A307 x 4' BOLT WITH NUTS (4) REQUIRED 01 1/2' SCH 40 PIPE RISER WITH -- 01/2' ADJUSTER HOLES AND 3/8 - THICK TOP PLATE 02" SCH 40 PIPE STAND WITH TWO -- 01/2- ADJUSTER HOLES Q / ASESCO ABS PAD #503 STEEL FRAME SEE DETAIL "A" 0�") 3/8" CAD PLATED BOLT. NUT do WASHER COUNTER BORED FLUSH WITH BOTTOM AT 8- O.C. (8) REQUIRED .1/4' STAND BASE /-- ASESCO ABS PAD 1503 36" MAX TO BOTTOM OF PAD 01/2'x 3' C.R V .1 4 LOCK PIN WITH 01/8. BRIDGE PIN T i — '7 37' 1.8 1/2' COACH 'C" FRAME 2" CHANNEL 1/4'x1-1/4'- TEK STS (2) REQUIRED 1/4- GRIPPER BASE 1/2- A307 BOLT (2) REQUIRED 3/8"x 6"x 6" STEEL PLATE 1/2- A307 BOLT (2) REQUIRED 10.00T— - 0 0 10.00O T 1 oli o 09/16 HOLE (TYP) STAND BASE TOP VIEW �Rc��ESSlG, TUF-1 PERMANENT FOUNDATION SYSTEM ABESCO-GUS GUARD COMPANY 5851 FLORIN - PERKINS ROAD SACRAM NM, CA 95823 PH: (800) 382-8831 FAX: (916) 383-5207 pF 1/4" GRIPPER PLATE C -BEAM. ATTACHMENT m COACH "J" FRAME 1/4'x1-1/4- TEK STS (4) REQUIRED 1/47 GRIPPER BASE 1/2" A307 BOLT (4) REQUIRED J -BEAM ATTACHMENT I 8' 71/2- DIA. HOLE (8) PLACES I — 30" STEEL FRAME TOP VIEW STATE APPROVAL t;a y y aF_ cu g ' Q G` a =D w Z zu8 >— ` a°3 R' `` ❑ s o oRIM o �z o z 4 g� a S z a �V 5 WAYNE T. POLVADO, PE -LISTING NOr F94249 SHEET 1 of 3 P -GJENERAL -NOTES GUS-GUARD::TUF-1 ---- - - 1. DESIGN LOADS- LIVE LOAD - 30 LB. FLOOR LIVE LOAD - 40 PSF 16. FOUNDATION BLOCKS 16'x 16'xt2' POURED IN PLACE AT GROUND LEVEL MAY BE USED AT INSTALLERS DISCRETION ALTERNATIVE TO PADS. WIND LOAD - 80 MPH EXPOSURE 'C' PAGE SHALL BE LISTED ANDn LABELED BY BSK AND ASSOCIATES FOR THE FOLLOWING LOADS A -i 2' NOM. J ALLOWABLE LOADS: HORIZOn^iAL VERTICAL LPADS IN ANY PAIR MAY BE STANDARD M.H. FOUNDATION GUS GUARD TUF-1 22001 60001 ROTATED 90 DEGREES OR PIERS AS RECOMMENDED BY OFFSET TO OTHER SIDE TO THE MANUFACTURER OR THE GUS GUARD MGP PAD 2200f 6000E AVOID CLEARANCE PROBLEMS. ENGINEER. TYPICAL THROUGHOUT SEISMIC ZONE '4' & 9E SNOW LOAD 100 PSF (SEE NOTE 115) L THIS FOUNDATION SYSTEM IS DESIGNED TO BE CONSTRUCTED ON SINGLE WIDE COACHES DOUBLE/MULTIPLE COACHES E= 2' MIN. / 8' MAX. 9. A FAIRLY LEVEL SiTc WITH NO EXISTING SOIL PROBLEMS. E= 2' MIN. / 11' MAX. S= 6' MIN. /16' MAX. S= 6' MIN. / 22' MAX. 3. CHASSIS BEAM SUPPORTS SHALL BE LOCATED AND SQED FOR THE LOADS c AS SHOWN IN THE 'MOBILE HOME INSTALLATION INSTRUCTIONS'. VARIES 10'-70' (SEE TABLE ON SHEET #3) 4. IN AREAS WHERE DIFFERENTIAL SETTLEMENT (D.S.) CAN OCCUR, MANUFACTURED HOME SHALL BE READJUSTED WHEN DS EXCEEDS 1/4', ED E --'- S -,I S S E ( - 'j OR WHEN IT WILL ADVERSELY AFFECT MOBILE HOME UNIT. S. CARRY ALL FOOTINGS DOWN TO FIRM, UNDISTURBED SOIL FOOTINGS ARE DESIGNED FOR 1,000 PSF TOTAL LOAD SOIL PRESSURE, AND I Q rRIDGE BEAM SUPPORT AS 11. SHALL BE COMPATIBLE WITH LOCAL SOIL CONDITIONS. COMPACTED SAND MAY BE USED TO FILL LOCAL VOIDS UNDER PADS. (__.REQUIRED BY MANUFACTURER � O (TYPICAL) a G. STRUCTURAL STEEL- FABRICATED ACCORDING TO AISC SPECIFICATION. WELD ACCORDING TO AWS SPECIFICATIONS. ELECTRODES -370 PLATES -ASTM (� �T 0 12. A36 BOLTS -SAE GR 5=A -STM A449=ASTM A3725. i4El 8' 7 THE GUS GUARD ASSEMBLIES SHOWN ON THIS NOM. PAGE SHALL BE LISTED ANDn LABELED BY BSK AND ASSOCIATES FOR THE FOLLOWING LOADS A -i 2' NOM. J ALLOWABLE LOADS: HORIZOn^iAL VERTICAL LPADS IN ANY PAIR MAY BE STANDARD M.H. FOUNDATION GUS GUARD TUF-1 22001 60001 ROTATED 90 DEGREES OR PIERS AS RECOMMENDED BY OFFSET TO OTHER SIDE TO THE MANUFACTURER OR THE GUS GUARD MGP PAD 2200f 6000E AVOID CLEARANCE PROBLEMS. ENGINEER. TYPICAL THROUGHOUT PH: (800) 382-8831 _ FAX: (916) 383-5207 STATE APPROVAL PVC SERIES SUPPORT PAD (TYP) t `8 ad p o > �S I?U a p O b. ¢7 0. U f- < m s c p y < p Zpy•� 8 Ll p r Z im o y C go h WAYNE' T. POLVADO, PE -LISTING NO. F94249 SHEET 2 of 3 GUS GUARD E -Z TIE PAD 2200f 6000E & DURING PRELIMINARY INSPECTION, THE ESTIMATOR SHALL ENSURE THAT MOBILE HOME CHASSIS BEAMS ARE OF STANDARD SECTION. -- 9. EXISTING COACHES MAY BE RETROFITTED TO RESIST SEISMIC FORCES BY �RO� CSSIQ� ` INSTALLING GUS GUARD TUF-1 UNITS AS SHOWN ON THIS PAGE OF TYPICAL c FOUNDATION PLANS. 10. THE GUS GUARD TUF-1 SYSTEMS ARE SAFE FOR INSTALLATION IN FLOOD PLAIN AREAS WHERE DEPTH OF FLOODING DOES NOT EXCEED THE HEIGHT OF THREE FEET. 11. MULTIPLE UNIT INSTALLATION IS ACCEPTABLE PROVIDED c^Y lei' THE NUMBER Of TUF-1 UNITS UNDER EACH UNIT IS THE SAME AS SHOWN REQUIRED PER EACH UNIT.^> r. N�,, C10��iti� 12. SINGLE -WIDE UNITS REQUIRE ADDITIONAL RESTRAINT. • (SEE SHEET f3) • 'F GF V�Gd+' 13. ALL METAL COMPONENTS AND ATTACHMENTS ITEMS SHALL BE PROTECTIVE COATED. 14. WHEN CONCRETE SLAB IS IN EXISTANCE, PAD IS NOT REQUIRED. ANCHOR STAND TO CONCRETE SLAB WITH TUF —1 PERMANENT FOUR (4) 1/2'x 3 1/2' EXPANSION ANCHORS. FOUNDATION SYSTEM 15. GUS GUARD TUF-1 FOUNDATION SYSTEM PROVIDES ALLOWABLE SNOW LOAD TO 100 PSF WHEN INSTALLED ABFSCO GUS GUARD COMPANY WITH EXISTING STANDARDS REQUIRED BY COACH 5851 FLORIN OP24 P PERMS RMS ROAD MANUFACTURER OR REPLACE THEM ON A ONE TO BASIS. SF►CRA 95923ONE PH: (800) 382-8831 _ FAX: (916) 383-5207 STATE APPROVAL PVC SERIES SUPPORT PAD (TYP) t `8 ad p o > �S I?U a p O b. ¢7 0. U f- < m s c p y < p Zpy•� 8 Ll p r Z im o y C go h WAYNE' T. POLVADO, PE -LISTING NO. F94249 SHEET 2 of 3 1 3/4" DIA. x 18" LG. � 1/2 x 3 1/2 1/2'x 8' LONG (4) REQUIRED EXPANSION ANCHOR ANCHOR BOLT (4) REQUIRED (4) REQUIRED 3/8 CAD PLATED BOLT, NUT do WASHER COUNTER BORED FLUSH WITH BOTTOM • . _ AT 8" O.C. \ (8) REQUIRED CONCRETE PAD INSTALLATION _ - — POURED IN PLACE 16x16x12 CONCRETE FOUNDATION INSTALLATION CHASSIS FRAME 4, T LIGHT HEAVY -WEIGHT PLASTIC PAD INSTALLATION 3 1/4' GRIPPER PLATE 6 MAX TO BOTTOM MM-11-WEDE UNr= SDyG;$ ,TIDE i7NIT5 (2) REQUIRED OF PAD LENGTH OF W126TH 028 ON s4 LJiGTH O= WIDTH OF HOME HpME . C) 1 2t 1 HOME7 0 I 12 1 14, 16 114" GRIPPER BASE -1 IUP TO "' 1 6 1 6 1 6 1 6 Lz:Ce. 01/2-x 3" C.R. 12 1 i 2 ( 12I 7 8 144'-i' to 69-; 8 1 8 1 8 1 8 66'-t' >D ao1 20 1 20 1 20 1 24 1 166-1' to a01 10 1 10 1 10 10 1/2-13UNC-A307 x 4' BOLT WITH NUTS Q / LOCK PIN WITH BRIDGE NUMBER OF TUF-1 REQUIRED NUMBER OF TUF-1 REQUIRED (4) REQUIRED u � PIN PIN I NOTA - SINGLE WIDE UNITS REQUIRE (4) E -Z TIE PADS. GLS GUARD TUF-1 PT3;S ARE TO BE PLACED AT APPROXIMATELY EQUAL INTERVALS ALONG EACH FRAME RAIL 01 1/2' SCH 40 PIPE RISER WITHI( / 01/2- ADJUSTER HOLES AND 3/B--,-,: THICK TOP PLATE 82" SCH 70 PIPE STAND WITH TWO - 01/2' ADJUSTER HOLES �s ABESCO ABS PAD 1503 STEEL FRAME-,\\�yJ�/ 37" 18 1/2" TUF-1 PERMANENT FOUNDATION SYSTEM ABESCO-GUS GUARD COMPANY 5951 FLORIN - PERKINS ROAD SACRAMENTO, CA 95823 PH: (800) 382-8831 FAX: (916) 383-5207 STATE APPROVAL WAYNE T. POLVADO, PE -LISTING NO, F94249 SHEET 3 of 3 o Lij� z . C) r J < o 2 0 ... 0 Lz:Ce. u v m a Q of C y X06 0 — C, o u �y z Z a Cl WAYNE T. POLVADO, PE -LISTING NO, F94249 SHEET 3 of 3 A COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 OZ �� (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER i 9 ZONING Q�J BUILDING PERMIT OWNER L7A TELEPHONE SO. FT. OCC. BUILDING VALUATION 2 ^ L' 91,368 00 . OWNER'S MAILING ADORE'SS — CONTRACTOR'S NAME r TELEPHONE CONTRACTORS MAILING ADDRESS 3042 E ST-11-ANADE CHICO, GA 95973 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ o ARCHITECT OR ENGINEER LICENSE NO. Flin Fee $ 20.00 Permit Fee 03.50 ; 2= $ AI301.75 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS !? T Energy Plan Checking Fee $ PERMIT FEE $ G.L LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15 . 00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW MH PERM FND EX SITE Gas piping system 1 - 5 outlets 15.00 15 , 00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 50.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoo. oA .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 i in full f and effect. / Q� License Class Lic. No. L f �D 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. ' copensation ins nc�arr and poligy nu workedm Carrier `J/i�/ J� Policy Number 1_ (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 lt I should become subject to the worke ' compensation provisions of section 3700 of the Labor Code, I shall fc r comply witl;OIse provisions. Date t /�T Signature of Applicant - ❑ Owner ❑ Contractor B-ATJent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service TO tOooA 46.00so YTU200A NEW CONST. DWEWNG UP. SO OR ADDNS. ( a ACC.sins. 3.50FT; NEW CONST. MULTI.OUTLET NON.RE,SID, C @7.50 POWER APPARATUS a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES BAL Q'. 0 Ex. Occup. oFu'Xr>Frs .a.) EA, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 9 L — NlyZ. IM� / FL000 CSF PAROL / / PD/ H% ISSUE This per is h reby issued under of the Butte County Code and/or indicated above for which fees have By Or PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Dat AI Receipt NO. � ! WHITE-D.D.S.-B.D. CANA'RV-AS R K- NSPECT R GOLDENROD.APPLICANT COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER:I ( 2l neo ASSESSOR PARCEL NUMBER��/ ' Proposed Building U'J nJe(t) K np W L- Counter Technician: Date: Items required in o'Pffe"T to—apply o a�perm>It. Rtl�bo�e's'1VIUST be checked OR marked NA in order to apply. 1.. Plot plans, 3 or 4 sets, signedty the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations: ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. 6. Manufactured homes:-WData sheets and installation instructions, 10 marriage line information, Phoor Plan, (152')L'1E'ie down or foundation plans, all in duplicate. ❑ 7. e1Nf'"ta l5uild"mgs (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ Plot plan and business license approval from the City of Biggs .................................... Letter of intentTfor non-residential buildings......................................................... Detached Accessory Building Form filled out by the owner ..................................... Hazardous Material Form............................................................................... Other .... Date Received By Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) �/l 4. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... Statement of Intent for Non -heated and A/C Buildings ........................................-.... (/�` Sanitation and plot plan approval from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit ..... :.................................................................. ❑ 18. California Department `of Forestry plan approval ❑ paid. Sent. by: ...................... ❑ 19. Planning approval for (A) Use: p l<, (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage .............................. _Lj,:j4--JF�ncroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). 2. -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ............................................. ❑ 25. Owner -Builder Verification,(RIGiven to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization C.. //C............................................................... ❑ 27. Recorded copy of AgriculturalfAckno6wledgment Statement .................................... 4 �A�J ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violatio_n� � and/or expired �erm ts; : �.........................................�...�... _ ❑ 30. rant Deed,!,M.H. Title_/Statement of Facts, ❑ Letter from Legal Owner; `Check to H.C.D. $ cv ❑ 31. Other: '.J ✓ When issued Telephone and hold for pickup. 13 A it U l ota-�;O) I have been informe the above items and requirements for obtaining a building permit.e. p re in, s 1p ft. b e Applicant: Date: % _n° A /. C�� 1. Index permit application for abo terns numbered: Plan Check Letter 2. Additional items required t�nt acto designer, owner, was a vised cfthe above data by phone, ❑ mail, ❑ counter, by ILB Date: /'Z �4 d i designer, owner, was advised of the abo e d to by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: 10. Date: 19 OZ Plans approved by: -1116. Date: YZZii ozr Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division 8/96 4 E.H. USE ONLY Plot Poen Anechod YeJ Roos Plan Anachad as . a Sant to S.O. f ! TO: ' Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance /�Z SD ��ria�a�✓ 117-13d O ner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well X (V� Clearance for dwelling. Other Al X, M Hold final for: Final clearance O.K. for: NOTE: T✓x,'st)h4. AM-/ �e �ir✓�ay Environmental Health Specialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER 71.PRD BUILING USE NleZl) ( 1 P' K ILDING PERMIT FEES Balance Due ....................... $ �. S Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2 SCHOOL DISTRICT FEES (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential ...................... x $360.00 = $ Units Commercial (sq. ft.) ................ x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ # Units Amt. Commercial (sq. ft.) ............ —x—=$ Sq. ft., Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (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 A.P. #� DATE RECEIPT # DATE C -21 //' el, /AS3 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. Z2 /-)n APPLICANT DATE /,;?- --!5"-0;?— Pursuant -!5"-0;?— Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner ' (Rev. 6/00) School District µ A.P. Number Property Owner BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) ;( Building, Department No. j Jurisdiction: City County f A Property Location/Address �. Subdivision Lot No. F^ s Sq. Footage Addition/ 'Supplemental to (Group ) Conversion Permit # '(No foundation inspection;; ............................................................................................... . Jg Fes• Sq. Footage Irioor rians reviewed oy scnooi uistnct District Identification No. A)_ School District�certifies that (Street Address) (City) has complied with the requirements of Resolution No. *cw representing rp42L 1 square feet. A School Di Paid by Check # (Including Exterior Roofed Areas) Date (Applicant) (a.c7c ( (Phone Number) 1 C7� GI % � or (State) ,l (Zip Code) `, by payment of $ v AB 2926 $ FULL MITIGATION $ Date Remarks: xY: Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. ) White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm ,r Residential Development No of Living Mobil come Units Installation Commercial/Industrial New Addition Lot No. F^ s Sq. Footage Addition/ 'Supplemental to (Group ) Conversion Permit # '(No foundation inspection;; ............................................................................................... . Jg Fes• Sq. Footage Irioor rians reviewed oy scnooi uistnct District Identification No. A)_ School District�certifies that (Street Address) (City) has complied with the requirements of Resolution No. *cw representing rp42L 1 square feet. A School Di Paid by Check # (Including Exterior Roofed Areas) Date (Applicant) (a.c7c ( (Phone Number) 1 C7� GI % � or (State) ,l (Zip Code) `, by payment of $ v AB 2926 $ FULL MITIGATION $ Date Remarks: xY: Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. ) White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm Pon III DOd . III hido homy &"Old W-/, SII iii iu ui ui m m u iii iii ,� ui iii iu N' PRE -INSPECTION REPORT OWNER J Arlp r_ I 2� LOCATION:/t� 2 CONTRACTOR: �`,X�<°( PRE-INSPETION DATE TO INSPECTOR: Ln PERMITHISrORY.( )NONE Building Description: Electric: Residential/N of Units: Currently Occupied Abandoned/Vacant Yes' 9 No Condition of Electric DATE: i3O) -'fi-Gz A. P. #-�w 9 •-11� 30 -Cf2- ZONING: S► w4 FOLLOWS: BZALD[MG INSPBCTOWS REPORT Electric currently On Off Gas: Natural Propane_; None Currently On Off Obvious Problems: Sanitation: Plumbing Working Well Working Potable Water Obvious SewageProblems Comments: ACTION RECOMMENDED: LSSUE: Inspector. _ HOLD FOR CP Date 2 _G Oa Sketch buildings on reverse and indicate location on p'ropert 1. 2131 / cs Z F !✓. . /¢%l vi o /p �i'c� 7 / p r e i N s1q -t 0 6.'e rC-.s... 6„-� p � ; o r -fes (',`•N d1 � �' l 67p .,, 4,e 6 C4 n f-- J- 1.4 COUNTY OF BUTTE - DEPARTMENT, OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PER T NC aev.12/96) APPLICATION AND PERMIT ASSESSOR PARCELNIYBER _ =OMrq llPplll, L�1111 BUILDING PERMIT OWNER c C)SeryyLr SO. FT. OCC. BUILDING VALUATION OWNERS NOADbRESs / n iikl���y5� CO=S NAA* T 110NE CO TORSO NO ADD SS (/,f%l fJ CONSTRUCTON LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation S Co ARCHITECT OR ENGINEER 110ENSENO. `e l m— p SRA rmay.; -PP O 44-ic.:r Aww4n4 dkVed 111, 5 6` 5S t4kv 1 t4+ W440tf wvf 20.00 20.00 7.00 23.00 15.00 15.00 1 5.00 15.00 @20.00 PERMIT FEE ! co Flin Fee $ ARCWfECT OR ENOINEERSMARJNG ADDRESS Mein Servict(;A Permit Fee , SU– zz $ _ Mai .rvic Plan CheckingFee $ BUILDINGADDRESS CONST: � ADONIS. .q OCCUP. ) ACC._ NDS. s0OR 3.501. Misc. Wiring Energy Plan Checking Fee E i PERMIT FEE _ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT USEOFSTRUCTURE Each Trap Solar or heatpump water heater SF ❑ Duplex O Mobilehome Other Water Water piping GPM" as water heater or vent TYPE OF WORK Gas piping system 1 - 5 outlets New Addition ❑ Remodel ❑ Utilities O Installation ❑ Other O Building sewer Describe Work: { OIJ-'i --)t,9,"' x /�/�,�Q/� VY��. fn n�. Mobile Home S G W `e l m— p SRA rmay.; -PP O 44-ic.:r Aww4n4 dkVed 111, 5 6` 5S t4kv 1 t4+ W440tf wvf 20.00 20.00 7.00 23.00 15.00 15.00 1 5.00 15.00 @20.00 EX. OCCU p. PERMIT FEE ! co ELECTRICAL PERMIT I Fling Feel 20.00 Mein Servict(;A ov oR LEss 0A OR LEss 23.00 Mai .rvic To t000A 46.00NEW CONST: � ADONIS. .q OCCUP. ) ACC._ NDS. s0OR 3.501. EX. OCCU p. O 1'00 BAL 501 EX. OCCU FOXED APPLNS. OR OUTLETS ESID. EA 5.00 Temporary Service _23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 1 20.00 6.50 Ventilation PERMIT FEt ! Mobile Home Installation Fee E Energy Inspection Fee $ occ CONST, TYPE I TOTAL FEE _ ,, 75- I S FLOOD i Cor riic. I PO I ND I esuE 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 PERMIT EXPIRES ON Date � � 0 ,5,V7 2 DO 1 �y Qx,ls-�ln� lie et,of - 7��O Qo,- \ 0 DtZ i A �. 5 c) C6 co YO 114 r7 .� Le r o r " ,SE /D f os F M E 7,14 X /Z- A--_ 1 (t 00 Gia Pw ' f I v .-AP 47-33-02 DAN McDANIEL S/s meridian Rd. approx. 600' E. of ,Hwy. 99, Chico Permit 58 3;7,5 .%E>( (util./MH) ELEC. GAS Z7�. 11 SUPPORT STRUC: REQ. '(O', - COMPACTION TEST REQ.k`;��---*' 47-33-2. Walter Temple S S M�r is udof Hwy 99E, Chic Chic Perm. 7267-39PLE:�� SUPPORT STRUCTIjKE'REQ. SUPPORT TEST REQ. 17-33-e Walter e nle Merldidn -----ip0'.700'Ef Hwy H Chico y 99t Permit #4492-81B,E(uti1.,MH-rep1aces .#7267-79) ETEC. 'Dsz S Ll GAS APPORT STRUCTURE REQ. COMPACTION.TEST REQ. Permit # 2240-8 new d t 47-33-2 Permit #245 82 12t -2 Issued ►'4;IJY# 47-33-02 Permit # 245(782B(re-install aium awnii on MH) .02 cpv'24-f� -7f 47-33-2 Permit#370-84B(reigistall awging & cov deck)NH I -n7 47-33-02 92-44 310 BRIGGS, Brian & Rochelle 14250 Meridian Rd, Chico Ag Exemption Permit (store hay, tractor, equipment).4 47-33-02 BRIAN BRIGGS -1'4250Te=idian Rd, Chico PErmit#1561-89.B(new garage) f COUNTY OF BUTTE - DEPARTIYlENT-OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 •Telephone (530) 538-7541 PER NC aev.12/96) APPLICATION AND PERMIT - �� T3 _ ASSESSOR PARCELr)tj _ ��^ _ r-� ZO/NO� �l BUILDING PERMIT 050 q- oso-er r I OWNERS NO AD AEss r --- rT,-"" , CONTjY,CTOR'S NAME , SO. FT. OCC. BUILDING VALUATION CONSTRUCTION LENDER V- _ LENDER'S "UNG ADDRESSFireplace ELICENSE Total Valuation $ L �u ARCHITECT OR ENOINEER c�— NO. Filing Fee E 20.00. p,() ARCWTECT OR ENOINMS MAILING ADDRESS Permit Fee S Plan CheckingFee $ C,0BURRING ADDRESS � , 4 ., Energy Plan Checking Fee S _ PERMIT FEE S14, LOT NO. sUBDN610N5 NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome 14Other Z kc sPECFY Each Trap 7.00 Solar or heatpump water heater 23.00 Water piping 15.00 New^ Addition ❑ Remodel ❑ Describe Work: (, ��r�li TYPE OF WORK UBGties ❑ Installation ❑ X (p(�lR�y Other ❑ rna YALiK ry\ I ' Each gas water heater or vent 15.00 Gas piping system 1- 5 outlets 15.0—o w Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE s �� 1 1�_ ELECTRICAL PERMIT Filing Feel 20.00 -Win Service 0o0V OR LESS sow OR LEss 23.00 kc t'V?S. 1 Se-rl f �'� S�GZ'rp - X� D O� Sl - Mein Service 200A TO 1000A 46.00 NEW CONST: owE11•q OCCUP. OR ADw+s. a AIC. eLns. SO 3.SCFT. O \MULTFOVTLEi NON RsID. @7.50 POWER ,APPARATUS a amnLE OUTLET cm Ex. OCCU ovTtET OR Ea B� 0 1.w Ex. Occup. oUTLETSPPEsIo.°EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 " Misc. Wiring 23.00 _ �� •' ��% V �3 X. PERMIT FEE _ .MECHANICAL PERMIT Fling Fee 20.00 Heating,,, O �C� Cooling ' Hood 6.50 Ventilation PERMIT FEt S ��� GU Mobile Home Installation Fee $ • _� ' e • —�� Energy Inspection Fee $ wwAA joccjCONST. TO AL FEE $%%J�`/_— I D CDF ` EL NO 65 UC This permit Is hereby Issued under the applicable provisions Ab be.,•1n Q of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By Date _ PERMIT EXPIRES ON RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 31 -Jan -2003 2003-0006645 Has not been compared with original BUTTE COUNTY RECORDER ' SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. JOSEPH E. WAGNER AND ROSEMARIE WAGNER REAL PROPERTY OWNER/LESSOR 3935 DUSTY LANE MAIIING ADDRESS CHICO BUTTE CA 95973 CITY COUNTY STATE ZIP 14250 MERIDIAN ROAD INSTALLATION MAILING ADDRESS, IF DIFFERENT CHICO BUTTE CA 95973 CITY COUNTY STATE ZIP SHAWN GRAHAM UNIT OWNER (if also property owner, write "SAME') 14250 MERIDIAN ROAD MAILING ADDRESS CHICO BUTTE CA 95973 CITY COUNTY STATE ZIP UNIT DESCRIPTION FLEET WOOD 2003 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES, BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 02-3359 (530)538-7541 BUIIDDGN TELEPHONE NUMBER S113NAVUREIOF LOCAL A OFFICIAL DATE EXECUTIVE HOMS DEALER NAME (if not a deal , ite "NONE") 92081 DEALER LICENSE NO. SUNCREST 466-3-G MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMEJNUMBER CAFL 317A/B2641-GC13 66' X 26'8" PFS 0795960/1 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER A.P. #047-330-002 HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK - Applicant GOLDENROD -Building Dept. BUILDING PERMIT NUMBER: 02-3359 Address or location of unit: 14250 MERIDIAN ROAD, CHICO CA 95973 Legal Description of Real Property: AP # 047-330-002 SEE ATTACHED (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: JOSEPH E. WAGNER & ROSEMARIE WAGNER Owner's address: 3935 DUSTY LANE, CHICO CA 95973 INSIGNIA OR HUD NUMBER: PFS 0795960/1 SERIAL NUMBER OR V.I.N.: CAFL 317AIB2641-GC13 MANUFACTURER'S NAME: FLEETWOOD YEA : 2003 OFFICIAL APPROVING INSTALLATION: �--� DATE: G� PHONE: (530) 538-7541 H.C.D. 513C LEGAL DESCRIPTION A.P. # 047-330-002 All that certain real property situate in the County of Butte, State of California, described as follows: A PORTION OF SECTION 25, TOWNSHIP 23 NORTH, RANGE 1 WEST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING ON THE CENTERLINE OF MERIDIAN ROAD, WITH ITS INTERSECTION WITH THE EASTERLY LINE OF HIGHWAY 99E; THENCE NORTH 60 DEG. 28' EAST, 600.00 FEET ALONG THE SAID CENTERLINE OF SAID MERIDIAN ROAD TO THE TRUE POINT OF BEGINNING FOR THE PARCEL HEREIN DESCRIBED; THENCE FROM SAID POINT OF BEGINNING AND SOUTH 34 DEG. 23' EAST 455.67 FEET; THENCE NORTH 69 DEG. 38'45" EAST, 250.00 FEET: THENCE NORTH 51 DEG. 06'25" WEST, 318.82 FEET, THENCE NORTH 20 DEG. 21' 15" WEST, 200.00 FEET TO A POINT IN THE CENTERLINE OF MERIDIAN ROAD; THENCE ALONG SAID CENTERLINE, SOUTH 60 DEG. 28' WEST, 200.00 FEET TO THE PLACE OF BEGINNING. FILE No.959 01/22 '03 PM 02:05 1D:EXECUTIVE HOMES FAX:530 891 8753 PAGE 2 STATE OF CALIFORNIA � UMBER: ,. .............. BUSINESS, TRANSPORTATION AND HOUSING AGENCY-,. , : 1 i, DEPARTMENT OF HOUSING AND COMMUNITY DBVELOPMENT`l .869743-6 8 9 7 4 ��• , ,_•.. - ® DIVISION OP CODES AND STANDARD® v ¢ MANUFACTURED HOUSING PROGRAM 17 MANUFACTURER CERTIFICATE OF ORIGIN (IR Akft-141\0.-OOc ❑ CHECK IF THIS IB A DUPLICATE MCO -ENTER ORIGINAL.MCO.NO..' 1 DISTRIBUTION: ORIGINAL (PINK) PURWARD TO A INVENTORY CnEDITOn, UNLESR TI IERF- IS NONE, I'MEN FORWARD TO THE PURCHASER (DEALER OR 1HANSFEREE4 .� ,COPY 1 (WHITE) ;FOnWAnD TO TILE DEPAnI'MENT AT P.O. BOX 1620, SACRAMEN'r0, CA 06912.1826. VAI NIN FIVE 16) DAYS OF RELEASE. COPY 2 IYSLI.OWf) DELIVER TO THE TRANBPORTE.H 10 AUCUMPANI TrE. UNIT TO (1'6 UE.,T)NgT10N.. - COPY 3 (OOLDENROD) TO RE RETAINED IIY DIF MANUFAC'I'UHFI(. t• 1 • ". • .._..,. ... HCD 403.0 - 61ds 1 - (7!137) R CTURED HOME OR MULT I -UNIT MANUFACTURED HOUSINC3 NUMBER OF ❑ SFD (SINGLE FAMILY DWELLING) . ❑ MUMI4 (MULTI -UNIT MANUFACTURED HOUSING TRANSPORTABLE SECTIONS a COMMERCIAL QQACI•I: OCCUPANCY GROUP " MANUFACTURER NAME: MANUFACTURER LICENSE NUMBER: j 8'LEETWOOD HOMES OF CALIFORNIA,' INC. 9534 SUGGESTED RETAIL PRICE: WOODLAND CA 95776 pp %Blreet ,. ..... :.. ....... 1 1 CII 1 . •:r.. , . :.a., 61AfeL'S' MANUFACTURER TRADE NAME: ' MUUEL NAME ANUIUR NUMSER: OA'I'E OF MANUFACTURE: "SIJNCREST 46630 2003 01/is/2003 N Rii� JR VPIA69W• B�1 6!ANSFERRED TO): CALIF. DEALER NUMBER OR, '' DATE OF, TRANSFER: I—. MAI EXECUTIVE HOMES TRANSFEREE DESIGNATION: . i . I saoel 01/15 /2003 DEALER OR TRANSFEREE ADDRESS: ' -'3b42 ESPLANADE i 9S973' '• Blreel Ply)CHICO stele(Zip) CREUITOR NAME: EINVENTORY =yBMBARDIER'CAPITAL INC :ANVENTORY CRECITO14 ADDRESS: 261 MOUN'PAIN VIEW DR , ' I. .. . • icily) COLCHESTER 1 (Street stele VT n 05446" I ) BF.Cr10N MANUFACI VI'lEft SF..IIIAt. N11MRF.,R 11CU INSIGNIA OR HUI) I.AAEL NIIMBF.It LENGTHWIDTfI WEIp41T 1 INCHES INCHES POUNUB 1 CAFL317A26241-SC13 PF80795960 000 Irn 2A: sno a. CAFL317B26241-SC13. I PF90793961Ign 21 AA" I I 7nAN9POnTC•n NAME: D 6'R TRANSPORT TRANBPOR'IER ADDRESS: P.O. BOX 179 61rma1 CII DURHAM state CA ZI DESTINATION FOR UNIT DESCRIBED ABOVE: ..., ... NAME tllroel lilt(State) (ZIP) I codify. Anda por,olfy of pm,lury under Ilio Im Of oio Rlmta OI Callfnrnlp aipl Iha Mnvn toll, flim IPI? ar10 CnRGCt. 01/15/2003 WOODLAM Elleculea mn _ al YOLO POA (Dote) Il ounlYl 1316 e) -- �y) // 6tONATURE OF AUTHORIZL-D AGENT: �` �✓`� ` — DISTRIBUTION: ORIGINAL (PINK) PURWARD TO A INVENTORY CnEDITOn, UNLESR TI IERF- IS NONE, I'MEN FORWARD TO THE PURCHASER (DEALER OR 1HANSFEREE4 .� ,COPY 1 (WHITE) ;FOnWAnD TO TILE DEPAnI'MENT AT P.O. BOX 1620, SACRAMEN'r0, CA 06912.1826. VAI NIN FIVE 16) DAYS OF RELEASE. COPY 2 IYSLI.OWf) DELIVER TO THE TRANBPORTE.H 10 AUCUMPANI TrE. UNIT TO (1'6 UE.,T)NgT10N.. - COPY 3 (OOLDENROD) TO RE RETAINED IIY DIF MANUFAC'I'UHFI(. t• 1 • ". • .._..,. ... HCD 403.0 - 61ds 1 - (7!137) STATE OF CALIFORNIA A TOr BUSINESS, TRANSPORTATION AND HOUSING AGr;NCY ,q14 •• DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT d DIVISION OF CODES AND STANDARDS REGISTRATION AND TITLING PROGRAM TY DECO STATEMENT OF FACTS This unit is a: M Mobilehome ❑ Commercial Coach ❑ Floating Home ❑ Truck Camper Decal (License) No.(s) Trade Name Serial No.(s) �L2�2TWvvCI I/We, the undersigned, hereby state: Dealer Report of Sale # The Above Described Unit Has Been Placed On An Approved Foundation System In Accordance With 18551 A Of The Health And Safety Code. I/We further agree to indemnify and save harmless the Director of I:lousing and Community Development, State of California, and subsequent purchasers of said unit, for any loss they may suffer resulting from registration of lie above-described unit uT California, or fi-om issuance of a California certificate of title covering the same. We certify under penalty of perjury that the foregoing is true and correct. Executed on lo' -A' at tL-f� (Date) (City) (State) Signature(s) Printed narne(s) Address �? D V :l &A( 44.2.. City l l w ,State HCD 476.6 (REV 12/00) NOTICE TO ASSESSOR HCD 433(8) THIS FORM MUST BE COMPLEDTED BY THE OWNER OF A MANUFACTURED HOME MOBILEHOME OR COMMERCIAL COACH AND FORWARDED TO THE COUNTY ASSESSOR UPON COMPLETION OF THE INSTALLATION OF THE UNIT ON A FOUNDATION SYSTEM PURSUANT TO SECTION 18551, HEALTH AND SAFETY CODE ORIGINAL PURCHASE PRICE FOR: o-^ The Basic Unit $ Optional Equipment & Upgrades $ Subtotal $ .U..' &so A) Pssonesory Shxtjres $ S Po 0 Other (Specify) $ a, oZ CJ t1� Delivery & Installation $��1� Q` TOTAL SALES PRICE $�9 CA DOES THE BASIC PRICE INCLUDE: The Towbar(s) ❑ YES ENO Tires & Wheels ❑ YES LJ NO Wheelhubs & Axles ❑ YES NO LIST NUMBER OF ROOMS: Bedrooms 3 Baths IGtchen Living Room Dining Room Family Room Utility Room Other Rooms n� Type of Exterior Wall Covering: U4'tg S L U c wS (Metal, Wood, etc.) Type of Roof Covering: A> ! t a ') (Metah, , Wood, Composition, etc.) Heating Type: Evoled Air ❑ Floor or Wall Air Conditioning: U ES 11 0 Tons Evaporative Cooler. ❑ YES C b* T Built-in Cooktop: El YES �0to Built -In Oven: ❑ YDS L'I NO Built-in Dishwasher: YES ❑ Built-in Wet Bar: ❑AGES ' Refrigerator. Z YES ❑ NO I Roof Overhang(Rrm): DIES ❑ NO to inches Furniture Included: ❑ YES Q NO Value $ (LENGTH X WIDTH) Carport ❑ YES PTI�,/NO x Awning: El YES LTJ NO x Porch: ❑ YES ErNO x Garage: ❑YES � x Storage Shed: ❑ YES x Skirting: El YES PO L�1 NO LVEALFEEr The sales price as shown does not include any amount for any in-place location. The Assessor's Parcel Number of the installation site is0Y 7 - 33a7 , 33 �b gnat e) (Address) -0 f-2- (Telephone) 2(Telephone) 11/14/02 15:19 BIDWELL TITLE 4 530 891 8753 C ��IC Record W the Request of Mid Vality THIS 3 ENC40W Company Order N0, Escrow N0. 189938MV Loan No, WHEN RECORDED MAIL. TO: JOSEPH E. WAGNER and ROSE FNIRI 3633 DUSrr LANE CHICO, CA 96073 N0.840 P005 97-020:36,2*1 Roo Fee 8.00 I AOC 41.23 Recorded I IIIF 2.00 Oifioial Roco>rde 1 t'heck 51.29 county of Butte I WAGNER Candace J. 13rubbo 1 Recorder I 9100ap 4 -Jun -97 1 19VTC FM 2 MNL TAX STATEMENTS YO: 00CuMT;NTAAY TPANVER TAX U22A CanryoMp tM M Wnswwoon a row of AOW ftO wYa4 OM a VNIM "nM 8AM@ AEF AAOVt: >< t7arlpAse on M or row IM pots ,srrrriq M tan Or aatd ••• dpna,rra at oaawwo a Apm ammirrna w - Pam Mean GRANT DE5D Aft oPD1i-m-M POR A VALUABLE CONSIDERATION. 1900 N WFINM 10 ho'dW &An*rrWW' BRIAN BRIGGS and ROCHELLfE 11R1009, husband and wife, as Joint Tenant$ haMby ORANT(s) to JVSEPH E. WAGNER Slid ROSEYARle WAGNER, husband end Wife. AS Joist TtSNWITA the real ptopady in Ins CNY of unincorporated area of the 9uuc or cwrolnro. caunN 01 BUTTE daaalttod as SEE ATTACHED LEGAL DESCRIPTION Detad_.MZV-4-J997--. ---•~ ) STATE OP CAUPORNA COUNTY OF BUTTEon 1 MAY 301 1997----- patora Fria. persorutly apoaarad 13ItTaGg - poraonarW known to mo lot provod to me On the Paan a1 aatrslfah,' WAdonro) to be tho polson(al whose mmol/) wale t,uburmad la the *,,Kin InaUumant and sonowlo0ged to m0 That ho/sha/lhoy OsaMod Ina some in hlkmotAhoU aulhontad wparnyl19■1. and wt W h'roRrorlrhwl slonAlura(s) en the Intl"UmOnt Ina poraoncs) or trio omily unOA behall O1 which the p011%On1a) adod.o .aWcd a10 rnJ9LAMOrd- %NITNFSS my hand ane nil -Cull eOal -q ` [3R1 g1�3S� y�� MARSHA VIERRA C ci Comm, #m4710 14710 ('t •� t ir.0t ARV PU9VC r.ALIF ► tAQ Surig cOuNTv 17 f.an Oct Z(2000 11%914/02 15:20 BIDWELL TITLE 4 530 891 8753 ORDER NO. BU•1$9938 MV DESCRIPTION THE LAND REFERRED TO IN THIS REPORT Y9 SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF DU1'TE, AND IS DESCRIBED AS FOLLOW91 A PORTION OF SECTION 25, TOWNSHIP 23 HOkTH, RANGE 1 WEST, M.D.S, A M., MORE PA,RTICUI.ARLY DESCRIBED AS I'OLLSiWS t COMMENCING ON THE CENTERLINE OF 99RIDIAK ROAD, WItH ITS INTERSECTION WITH THE EASTERLY LINE OF HIGHWAY 99E) THBHCE NORTH 60 DEC. 28t EAST, 600.00 FEET ALONG THE SAID cuTERLENE OF BAIp MERIDIAN ROAD TD THE TRUE POINT OF BEGINNING FOR THE PARCEL HEREIN 09SCRISED) THENCE FROM SAID POINT OF BEGINNING AND SOUTH 24 DEG, 231 EAST 455.57 FEET! THENCE NORTH 69 DEG. 980 45" ZAST, 250.00 FEETI THENCE NORTH 51 DEC. 06' 25'0 WEST, 238.82 FE*Tj THENCE NORTH 20 DEO, 21' 15' WEST, 200.00 FEET TO A POINT IN THE CENTERLINE OF MERIDIAN ROADI THENCE ALONG BAZO CENTERLINE, SOUTH 60 DEO. 28' W*ST, 200.00 MEET TO THE PLACE OF BEGINNING. NO.840 P006 1 PERMIT NO. 370-94R PERMIT EXPIRES OWNER WAT.TFR TFMPT.F. CONTR. nwnpr r ASSESSOR PARCEL 47-33-2 LOCATION SIS Meridian Rd, 600'E Hwy 99E, Chica P 1! 0 Temp. Power Pole_ Called PG&E _ Temp. Elec. Service Called PG&E_ Temp. as Servicr Cal led PG& E JOB FINALED (D Signature .a J = OK 0 = Not OK = Not Applicable MOBILEHOMES * = Not Ready MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except N's Date DECK OVERS, CARPORTS, ET Plans) OK except q's 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete - z Z- Zoning Requirements -Se ks- ents ootings; Size -Depth -Spacing -Connectors uc"ter �5 3P_DCCks; Giraerr and/oris- g-Brag.jag-S avers=Rall, 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. Utility Clearance — ood Awn.; BeSis RLtf �- g Bi� 5=-A+Lfm-. Awn.: CogmvrrT-Conzac4ic<s-Sp4:¢e-Do l.-�&s s _ 7--Eyee - 2 l7- V , ,too 1-944A,& auTed -1e-2.3 Aa&W AW42� Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI - Date, V X-4./ Card -BI Date Date MOBILEHOME INSTALLATION (Plans) OK except k's 1. Zoning Requirements -Setbacks -Easements Date _ POOLS (Plans) OK except N's 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4. Elec.; Receptacles and Lighting: Distances-GFI' 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.: Enclosures; Conduit Entries -Terminals -listed 7. Water and Sewer Connected -C/0 to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghig. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B -I Card B -I Date Card -BI Date Date Card -BI Date Card -BI Card -BI Date Card -BI Date Date Card -BI Date J = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single and Duplex) Date UNDERFLOOR Plans OK exceptk's Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 50. 51. 52. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing -Veneer 6. Stemwal Is,. Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr: Access 7. Piers -Fireplace Ftg.-Steel 54. Glazing Area -Glass Protection -Skylights -Plastic 6. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 55. Shear Walls; Nailing -Bolts 9. Gas Pipe: Size -Anchors !%, 10. Water Pipe; Test -Anchors -Regulator -Service Test si Insi. j,22t�- - 1✓1 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FINAL (Plans) OK except N's 56. Ext. Steps -Door & Sidelight Protection -Landings Card -BI Date Date Card -BI Date PLUMBING (Permit) OK except N's 57. Smoke Detector _ 14. Water Ht.; Vent -Access -Combustion Air 58. Furnace; Vents -Clearance -Comb. Air -Connector - In .Garage; Above Floor-Ducts-Mech. Protection 15. Water Pipe; Test & Anchors -Nail Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. Bedroom Exiting _ _ 17. Shower Pan; Test, First Floor -Tub Access 60.' 61. G.F.I. & Bath Fixtures & Tub Access Elec. Trim & Subpanel; Breaker Sizes -Labels 18. Test Tub & Shower, 2nd Floor -Tub Access 1.9_. Gas Pipe; Size & Anchors 62. Stairs & Rails 63. Fireplace or Stove; Clearances -Hearth Card -BI Card -BI Date Card -BI Date Date Card -BI Date 64. Elec. Outlets at Wood Panel; Int. & Ext. 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 66. Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except N's 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 20. Fixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 21. Elec. Receptacles Spacing -Lights & Switches at Doors 70. Plb., Elec. & Mech. Equip. Listed for Location - 22. Size Boxes & No. of Conductors -Stapled 71. Elec. Receptacles in Garage; (G. F.I.)-Romex Protec. 23. Romex Installed Close to Edge of Studs & C.J. _- 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 72, Insulation -Foam -Looked in Attic E] Yes 73. Guard Rails & Deck Construction -Post Caps 25. 2 Appliance Circuits in Kitchen & Conductor Size 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 74. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or At, ', Insulated Neutral `,Yes ❑No 75. Following instld.: Drive Yes No; Walks g ' ❑ ❑ [3 Yes ❑ No; Planters ❑Yes ❑No _ 28. Service -Riser Conductors & Ground -Main Disconnect 76. Stucco; Brown -Finish -_ 29. Equip. Clearances; Panels-Motors-Mech. Equip_ 77, A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet -_ 30. Clothes Closet Light -Shower Light - 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. ------ Card B -I ----------- _ ------- _-_-_-.- Date_ Card -BI Date _ 79. Water Well; Disconnect, Electrical, Plumbing 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground 81. Ventilation throughout House Card B -I Date Card -BI Date 82. Glass Protection Date MECHANICAL (Permit) OK except q's 83. Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric 31, A.C-.-Ducts: Insulation & Support 85. 86, Water & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates 32. 33. _ Vent Fan; Exhaust above Insulation Condensate Drain _& Overflow; Size & Grade _ 34. Furnace-Vent;_Access-Comb._Air-Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic -- Card -BI Card -BI - Date Card -BI Date Date Card -81 Date Card-BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FRAMING(Plans) OK except t/'s Comments at Final: _ _ 36. 37. 38. 39. Sills; Proper Material & Anchors Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound Bearing Walls over Girders & Floor Nailing__ Draft Stop in Walls (rat proof) _ 40. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 41. 42. 43. 44. 45 46. 47. Header & Beam -Size & Bearing Hangers -Post Caps -Anchors -Connectors Cing. Joist-Rfir. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. Fireplace Ties or Type A Flue -Fireplace Throat Attic Access: Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions- -- - Garage Fire Protection Framing (NOTE: An entry must be made each time youvisit jobsite) 0 1 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 - APPLICATION AND PERMIT PERMIT NO. y � e ASSF-SS0 PARCEL NUMBER ZONS G 7 - `33 -- Z BUILDING PERMIT OWNER T L PHONE SO. FT. OCC. BUILDING VAL I OWNERS MAILING A DRESS ' Z/ 4, CONTRACTOR'S NAME 6 &) E TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation i $ Filing Fee $ 10.00 ' E�ID�F;f S MAILING ADDRESS f. Permit Fee $ 516D ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 17,50 Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ 1570 BUILDING ADDRESS //�� 51Z OP, Cil PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar Water Heater 20.00 ef//epWater piping 5.00 LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehom6Z Other SPECIFY Building sewer 5.00 Mobile Home ISI GJWJ 10.00e TYPE OF WORK New F1 Addition Remodel❑ Utilities❑ Installation[] Other E:1 Describework: i4�fjli�(,�� • ^ � _ a ,• LOCI(�fJ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 BOOV OR LESS Main service 600 AMP OR LESS 10.00 b�pISU Main service EA. ADD'L 600 AMP 2.50 NEW CONST. DWELLING OCCUP.& OR ADDNS. ( ACC. BLDGS. 1 2/20sgft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR ULTI-OUTLET 2,50 ea NON.RESID BRANCH CIRC ITS NEW CONSTR (POWER APPARATUS &1 NON.RESID. SINGLE OUTLET CIR. / 20®50e Ex. Occup(o XTS OR FIXTURES BAL@300 FIXEEDD APPLNS. OR EX. Occup. OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. Ly I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. , Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information -js g49rrept., I agree to comply to all County Ordinances and State Laws relating to�6ilding construction, and hereby authorize representatives of the County of Butfe to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in cons quence of the ranting of this permit X Date -ZCW - Signature of Applicant — Owner Contractor ❑ Age An OSHA permit is required for excavations over 5.0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ T occuP.GROUP I (,/ TYPE OF co ST. I V IPARYLI "ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTO OF PUBLIC BY PER XPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date— Z —,.l ,-C)� Receipt No. /z6 172 WHITE-D.P.W., YELLOW-ASSFSSO , PINK -INSPECTOR. GOLDENROD -APPLICANT 1" PERMIT NO. _ 2240-82B PERMIT EXPIRES OWNER Walter Temple CONTR. Owner. ASSESSOR PARCEL 47•-33-02 LOCATION SIS Meaidian Rd, app 700' E•pf Hwy 99, Chico r t G- } f t ' 1 Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E JOB FINALED Date �O r� Signature V = OK O = Not OK - = Not Applicable * = Not Ready MOBILEHOMES MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except q's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) 0, xcept k . 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Size. -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4, Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shchg.-Rfg. --Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 5. Alum. Awn.; Columns-Connections-Splice-Decal-Enc:Js..res 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI _ . Date Card -B1 Date Date MOBILEHOME INSTALLATION (Plans) OK except q's 1. Zoning Requirements -Setbacks -Easements Date _ POOLS (Plans) OK except N's 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4. Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/O to Grade -HD Approval 7• Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 8. Elec.; Grounding; Equip.w/5'-Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date s f>� 0 <t: V = OK 0 = Not OK - = Not Applicable * = Not Ready RESIDENTIAL )bingl.o and Duplex) Date UNDERFLOOR Plans OK except #'s Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /'' Ftg. Depth 48. 49. Property Line Firewall & Openings Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 52. Siding -Nailing -Veneer 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg.-Steel 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 54. Glazing Area -Glass Protection -Skylights -Plastic 55. Shear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test -Anchors -Regulator -Service Test , 11. Electric; Underground 12. Plenums & Ducts; Clearance -M rial-Support-Ins. 13. i rsrSillS-A hor Bol J is -Vents-C les and -BI Date Card -BI Date .._ and -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI 'bate /� - ar -BI Date Date FINAL (Pans) OK except N's Card -BI Date Card -BI Date Date PLUMBING (Permit) OK except #'s Sit. Steps -Door & Sidelight Protection -Landings 17 - nnector- n arage; ove oor-Ducts-Mech. Protection _ 14. Water Ht.; Vent -Access -Combustion Air 15. Water Pipe; Test & Anchors -Nail Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 17. Shower Pan; Test, First Floor -Tub Access 9 18. Test Tub & Shower, 2nd Floor -Tub Access e ; breaKer SizeS-Latiels-'31 19. Gas Pipe; Size & Anchors -o+--Ele - _ W a o i. - Card -BI Date Card -BI Date Card -BI Date Card -BI Date as 151-1 n„riPro A RPrPptPrlPC at Kit rn tPr. Date ELECTRICAL Permit OK except N's 20. Fixture & Transformer Clearance -Ins. Protection - - .- n 21. Elec. Receptacles Spacing -Lights &Switches at Doors 22. Size Boxes & No. of Conductors -Stapled „ Fib, a �, , a,aQBrE� F �) la PY a. r 23. Romex Installed Close to Edge of Studs & C.J. 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 25. 2 Appliance Circuits in Kitchen & Conductor Size _ 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or AI oor- L oor es 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al, Insulated Neutral ❑Yes 0 N Li No; Planters ❑Yes ❑No 28. Service -Riser Conductors & Ground -Main Disconnect 29. Equip. Clearances; Panels-Motors-Mech. Equip. 30. Clothes Closet Light -Shower Light 7 , ale; Well; Di ect, EIe FYmttb-7-- Card B -I Date _ Card -BI Date Ventilation throughout House Card B -I Date Card -BI Date Date MECHANICAL (Permit) OK except N's 84 31. A.C. Ducts; Insulation & Support 8 W _ n c rnnnpr1P i (/n r r -- --- --32. Vent Fan; Exhaust above Insulation mplidn_ 33. Condensate Drain & Overflow; Size & Grade 00, _ 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic Card -BI Date Card -BI Date Card -BI ate "%arC.S.1 Date Card -BI i Card -BI Date Card -BI Date Date Card -BI Date _ _ _- Card -BI Date Card -BI Date Date FRAMING(Plans) OK except N's 36. _Sills; Proper Material & Anchors 37. Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound 38. Bearing Walls over Girders & Floor Nailing 39. Draft Stop in Walls (rat proof) Com ents at W/0-6/, 107_ 40. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 41. Header & Beam -Size & Bearing 42. Hangers -Post Caps -Anchors -Connectors 43. CIng. Joist-Rftr. Ties- Purlin-Roof erac.-Truss-Shlhng.-Rfnq. 44. Fireplace Ties or Type A Flue -Fireplace Throat 45. Attic Access; Size & Rom_ex Protection -Draft Stop -Ins. Baffles 46. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions _ 47. Garage Fire Protection Framing (NOTE:Anentrymust be made each time youvisit jobsite) ✓ tiCOUNTY OF BUTTE-Dt-PARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 -'Telephone 916/53 4541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER �Z Z I N G -S-_ BUILDING PERMIT OWNER TELEPHONE �Zz— SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING AD ESS/ —C ONTRACTO 'S NAME TELEPHONE C NTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ r b?0 Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ,3 p ARCHITECT OR ENGINEER y LICENSE NO. Plan Checking Fee ,$ V Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ 6,2, S v' BUILDING ADDRES J �' /' a r PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Repair drainage or vent piping 5.00 Water piping LOT NO. SUBDIVISION NAMEPARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets USE OF STRUCT E SF ❑ Duplex❑ Mobilehome❑ Other /lf'. flGGf SPECT Y Building sewer Lawn sprinkler system5.00 TYPE OF WORK New Addition ❑ Remodel ❑- /Utilities ❑ Installation ❑ Other ❑ Describe work: ��GG�tLI Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 1o.00 Main service 100 AMP OR00V OR LESS5.00 Main service EA. ADD'L 100 AMP 2,50 NEW CONST. ( DWELLING OCCUP.N) OR ADDNS. ACC. BLDGS. 22 sq ft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ElNON-RESID. I am licensed under provisions of Chapt. 9, Div. 3 of the BusinessEx and Professions Code and my license is in full force and effect. License No: Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CO ID R' BRULrI_OUANCH CIRCT ITS 2.50 ea NEW CONSTR.POWER APPARATUS e\ (SINGLE OUTLET CIR. 1 OCCUpOUTLETS OR FIXTURES DO 0250 . BAL@1 Ex. Occup.(FIXED TSP(R APLISIS )REA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to.Seif-Insure. c[�{ I shall not employ any person in any manner so as to become subject A to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, osts, and expenses which may in any way a rue_( against aid Coun in c sequence Of the granting of this permit X �J�/' Date eg Signature of Appli — Owner LrI Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct-DIR ion of structures over 3 storiesin height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ ;QP. GROUP I TYP OF CON JPARCEf D 15s1 This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which TOR OF PUBLIC By Plod, T EXPIRES Date the applicable provi- resolutions to dO fees have been paid. WORKS Date X_��— a' �— #_11 -Z --,y_.,.3_ Receipt No. �/�F or,7 WHITE-D.P.W.,. YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT f. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (916) 538-7541 AGRICULTURAL BUILDeNb EXEMPTION PERMIT PERMIT NO Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticulutral products. This structure.shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL N _4 7 �� _ ® ZONING A OWNER PHONE) q -"'] OWNER'S ADDRESS LOCATION OF BUILDING 45 0 L)TH 0_ X USE OF BUILDING !meq SIZE OF STRUCTURE F:�—SQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME ✓ STEEL CONCRETE OTHER (Specify) TYPE OF SIDING� ROOF COVERT L -FLOOR TYP�� ESTIMATED COSTCONSTRUCTION �O{F $ v AG Buildings shall comply with the building front, side, and rear yard requirements of the applicable County Ordinances as follows: f ,-/ / !9 S FRONT 'e" SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated above and the proposed use conforms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Department of Public Works and will obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date 3 Z Z/f Z Permit Fee -4626= 50 • � Receipt No. 60 C l Signature of Owner The above described AG Building is exempt from a building permit. FLOOD. PARCEL P.D. / ROOFING, I$,SU J Director of Public Works By Date White - DPW, Yellow - Assessor, Pink - B.I., Goldenrod - Applicant i`':_•. +rr-.i.,.."r•v,r�,A...i,{b'Jd''r�'r-r ..+y.rR_w.-..w ..•.,^r'��-..�`t.., Y..f,�r*�,,,r.i§.Yfl....yti'X€..^G": r''a^Jt "`,'..'n� .,- - Y,�...Y.., _. .� COUNTY OF BUTTE - DEPARTMENTFOF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, C&J30RNIA 95965 -TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET OWNER ProposE At time 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... — 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings ..�........... — 8. Engineered truss details and layout in duplicate (required prior to plan check) — 9., Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ _ 11. Chico Urban Area fees paid ....................................... — 12. Park fees paid .................................................... — 13. School District fees paid .............. 14. Sanitation approval from Health Department — 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) — 20. Pre -Inspection for required Pre-inspec. request to Building Inspector 21. Contractor's license information (No., Name Style, Classifications ... — 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) . . 24. Recorded copy of Agricultural Acknowledgment Statement ......... a 25. Letter of signature authorization ............: ...................... 26. —27. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver w/inspector. Other , Applicant ��.Date :e) « J 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 submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone_—mail—counter by ..date Contractor, designer, owner, was advised of above required data by—phone —mai I—counter by date Plans checked by Sets of plans on hold in Copy—DPW Date Plans approved by File cabinet AP folder Date MN =r r COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 o23 v �� Telephone: 534-4541 'PPLICATION AND PERMIT autnonze representatives or the county or ttutte to enter upon the above-mentioned property for inspection purposes. X 3 Date /d, J17 5 Signature o V ermitee or Agent Receipt No. �D�S White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant 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. DIRECTOR OF PUBLIC WORKS By Building permit expires Date Date BUILDING /y1n Owner SQ. FT. OCC. BUILDING VALUATION Mai I i ng Address Tele hone No. Fireplace Contractor Total Valuation 49 flot� Mai I i ng Address Permit Fee P I an Checking Fee &/or Penal ty Telephone No. Permit Fee Building Address .� 5 7�QJj,�, PLUMBING No. @ FEE PERMIT FILING FEE $3.00 , r ' 0 ede5W Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping Q� OU _ Each gas water heater or vent • 1.50 A. P. No.-� A_ Z Zoning Gas piping system 1 - 5 outlets 4-5(Y Q 800 Each additional outlet .30 F W -. Sanitation Fire Dept. Fire Zone Use Permit Building sewerCOQ EQA Parking Plans Parcel Declaration Parcel Ma p 60' �R/W Im rovements p Lawn sprinkler system 2.00 Ians Recd proval Plans. pproval Permit Fee $ NEW ❑. ADDITION ❑ UTILITIES OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 3,0 Main service incl. 1 meter " QD Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) Single Family ❑ Duplex ❑ Mobil Home Others ❑ Range, Cook -top or Oven 1.00 Water Heater or Space Heater. 1.00 Light fixtures60 (d2 Receps., switches & fix outlets CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump a.- �� S -U Mobil Home Facilities :p Temp. Power Pole 5.00 License No. Classification Misc. wiring r I am exempt from the Contractors License Laws of the State of California. Permit Fee $ 'SIs a' MECHANICAL No. @ FEE , WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. XI certify that in the performance of the work for which this permit ,is issued,l shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relatinq to buildinq construction, and hereby TOTAL PERMIT FEE $�� autnonze representatives or the county or ttutte to enter upon the above-mentioned property for inspection purposes. X 3 Date /d, J17 5 Signature o V ermitee or Agent Receipt No. �D�S White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant 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. DIRECTOR OF PUBLIC WORKS By Building permit expires Date Date COUNTY OF BUTTE — DEPARTMENT 0 LIC WORKS 7 County Center Drive - Oroville, Ca X965 s Telephone: 534-4541 ` APPLICATION AND PERNIt- authorize representatives of the County of Butte to enter upon the above-mentioned property for inspe ion purposes. X Date/ Sign e o Perm' a or Agent Receipt No. White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant 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. DIRECTOR OF PUBLIC WORKS By Date Building permit expires Date ' BUILDING Owner 2 /' SO. FT. OCC. BUILDING VALUATION Mailing Address o�. /C.rC.( pule "cc clfICo C4 c 5y L(, T149hi43z Contractor 0CV1VZF1e_ Mailing Address Fireplace Total Valuation Telephone No. Permit Fee n Building Address S S �%1�Q1�// � Kd P��( Plant ng Fee&/or Penalty Permit Fee Fee -JC01 L Q�(,l)q R"fi j PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 !, CC�I(CC) Repair drainage or vent piping 1.50 A. P No. �-1 �-3 oZ' oning & Planning Water piping 1.50 Each gas water heater or vent 1.50 es I W.C. 1 S r�i=on Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EOA Parking Plans I ParcelEach Declaration Parcel Map 60' R/W Improvements additional outlet .30 Building sewer 5.00 Bdg. Plans Rec'd Parcel royal Plans royal Lawn sprinkler system2.00 NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER Permit Fee $ $ A 141 ��% ELECTRICAL No. @ FEE PERMIT FILING FEE $3,00 00V OR L Main service 100 AMP ORSLESS 5.00 Single Family ❑ Duplex Mobil Home Others ❑ Main service EA. ADD'L 100 AMP 2.50 Main service OVER e00v 25.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 1.00 NEW CONS. DWELING OOR ADDNST ( ACCLBLDGS,CCUP. I 20sgft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: NEN RESID. BRANCH CIR T NON-RESID. ( BRANCH CIRCUITS) 2.50ea NEWCONSTR. (POWER APPARATUS a NON -RESID, SINGLE OUTLET CIR. Ex. OCcuo(OUTLETS OR FIXTI1RES1 7BAL@10¢ Ex. Occup. (OUTLETSP(RESID,)REA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 Warn exempt from the Contractors License Laws of the State of California. Permit Fee $ $ MECHANICAL No. @ FEE WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. �pj I certify that in the performance of the work for which this ermit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the abovea information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby opmenFee #1147 $ Y0 O� TOTAL PERMIT FEE $ q0 authorize representatives of the County of Butte to enter upon the above-mentioned property for inspe ion purposes. X Date/ Sign e o Perm' a or Agent Receipt No. White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant 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. DIRECTOR OF PUBLIC WORKS By Date Building permit expires Date panssi IHW6L-99ZL# ITW29cl. Z -££-L17 P. dap-�^�;r�L". // b� v � � ` \1 :/ � � ` / �- '� '� �/ /' �1 % i - � i ./ �/ � .� j �� j /� .i �. � !` / _ - /' - "/ /vC z : kf Cd 12 9421 1 o�e•2 ' A 4492-81P,E PERMIT NO.1. PERMIT EXPIRES�� 1 Walter Temple OWNER ,' owner CONTR. 47-33-2 ASSESSOR PARCEL SIS Meridian Rd., app -700'E -of LOCATION _ Hwy 99E, Chico A' Temp. Power Pole >C � PG&E P. T4p. Elec. Service Called PG&E 6'{ Temp. Gas Service �G% �S — ,.i Z lx" /V 1" e f, -d m JOB FINALED (D ..e) �D-s—�' Z Signature COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY.,. This mobilehome has been installed in accordance with the reiluirement.s of the California Administrative Code, Title 25, Chapter 5 un er permit number -"/4!j'— —for the following location: 7Y3,Ri (11 6f,4 i A I — 74)0 e /�_ 4/,, w r. 4, Owner 41,, r Owner's Address M o b i I e h o in e M f g. /V1., d-1 $-� 5 Model AIOAIF Year4r,�& Insignia No. Nil 1,2,rl,�Oqlz I,,/ Serial No. 441 f1-1 /I — 40"', J( It is hereby certified for occupancy at the above described. location and may be occupied. Director of,�Kublic Works Date, 2 L Z- By THIS CERTIFICATE IS VOID WHEN MOBILEHOME-�IS RELOCATED White - Owner, Yellow - Installer, Pink - D.P.W. COUNTY OF BUTTE?—,, DEPARTMENT OF PUBLIC WORKS I 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 534-1541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE BUILDING OR PROPERTY ADDRESS 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. ':;7A1d1/12 .S /r/lS Inspector 'o/ d"f �� Date—) —8Z COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS P 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elllott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE "i QLa Z "— & // BUILDING OR PROPERTY ADDRESS 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. n /i / Inspector Date COUNTY OF BUTTE • DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 . ' 7 County Center Drive, Orovi Ile — Phone: 534-4541 Skyway and Elliott Road, Paradise— Phone: 872-2961, Ext. 57 CORRECTION NOTICE / BUILDING OR PROPERTY ADDRESS 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 maKtl,or need additional explanation, please contact this office immediately. /l v X2 t /L Jr / 4- ti►.% �d�s ctor 4 Dat k1w i:U f•�y/C£ /ort �'� AL % ��� Q�Q� / 4- ti►.% �d�s ctor 4 Dat � 1 • T W Inter-Departmental Memorandum • TO: FROM: SUBJECT:,ga %� � IWY � � � �/ � V/ �� Z DATE: t I'lP eol "leo(I '44-1, COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS f _ 196 Memorial Way, Chico — Phone: 891-2751 ' 7 County Center Drive, OroviQe — Pitone: 534 -4541 - Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE �• BUILDING OR PROPERTY ADDRESS 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. GC"f A6 FA Inspector JG%C/!�� �a�l Date / i o✓ �� d +- COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memori a l .Way, Ch i co.--Phone:891-2751 7 County Center Drive, Oroville.— Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone*.. 872-2961, Ext. 57 yCORRECTION NOTICE -% - BUILDING. OR PROPERTY ADDRESS A-reuline 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. "moi•„ -„l, _/�/o .s A-1 SF..7 ifG C e - Inspector G'�T✓./i�P"lll� Dai -. 4 J = OK ,- 0 = Not OK — = Not Applicable MOBILEHOMES * = Not Ready MISCELLANEOUS Date MOBILEHOME UTPLITIES (Plans) OK except H's Date DECKS, COVERS, CARPORTS, ETC. (Plans) 6, axcept oning Requirements-SetL3eit'Easente is 1• Zoning Requirements -Setbacks -Easements =2y8' pe tat MH c., e-c4e�ch 2. Footings; Size -Depth -Spacing -Connectors 'iewer: LpphPon al Co 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing__ Location-JeW—Ea tch) lectricity• o CI rance Amp- Crete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures /-z' 3 as; Locatio :/LPG 6. Carports; Windows -Doors tility Clearance 7. Elec. Card -BI Date L Card - BI ate Card -BI Date Card -BI Date Card -BI �j j Date 7-eXZ Card -BI Date Card -BI _ Date Card -BI Date Date MOBIJ,E?iOME INSTALLATION (P OK except H's Date POOLS (Plans) OK except N's Zoni Requirements-Setbacks-goeeaten!' 1. Setbacks -Easements ootings; S --Marri&Ieme 2. Soils; Compaction -Structure Stability Gas; 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining _ lei icity; M -Cro ers-Bre s-CleffAnen 4. Elec.; Receptacles and Lighting; Distances-GFI OSS rain; Mlex6er<c-tor 5. Elec.; Pool Lighting; 15 volts-GFI ater; MHXeef--_Regaisior-Co E 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed a and Sewer netted -C/ rade-AD roval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater > ��y d Elec a' i 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit /4iS xits; Insp.-Sketch ',dam 1 Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -BI Date Card B -I W, Dat .Y z.Card-BI Date Card -Bl Date Card -BI Date o�U 4,v .lfw�Gr I �� ' � ave .�rc� ..�• 4 � �` �L/ Vs , 0 = of • � • O = Not OK " Not,AppliWuble RESIDENTIAL (Single and Duplex) Date UNDERFLOOR Plans OK except #'s Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers _ 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 52. Siding -Nailing -Veneer 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg.-Steel 54. Glazing Area -Glass Protection -Skylights -Plastic 8. D.W.V.: Fall -Fittings -Test -2 way C/0 -Sewer Test 55. Shear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FINAL (Plans) OK except q's 56. Ext. Steps -Door & Sidelight Protection -Landings Card -BI Date Date Card -BI Date PLUMBING (Permit) OK except q's 14. Water Ht.; Vent -Access -Combustion Air 57. Smoke Detector 58. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 15. Water Pipe; Test & Anchors -Nail Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. Bedroom Exiting 17. Shower Pan; Test, First Floor -Tub Access 60. G.F.I. & Bath Fixtures & Tub Access _ 18. 19. Test Tub & Shower, 2nd Floor -Tub Access Gas Pipe; Size & Anchors 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 62. Stairs & Rails - --- - 63. Fireplace or Stove; Clearances -Hearth 64. Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 66. Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except q's 67. Garage Fire Door; Swing-LandingtCloser' 68. A.C. Duct in Garage -Damper 20. Fixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 21. Elec. Receptacles Spacing -Lights &Switches at Doors 70. Plb., Elec. & Mech. EqSip. Listed for Location 22. Size Boxes & No. of Conductors -Stapled 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 23. Romex Installed Close to Edge of Studs & C.J. 72. Insulation -Foam -Looked in Attic [-] Yes - 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas &Water 73. Guard Rails &Deck Construction -Post Caps 25. 2 Appliance Circuits in Kitchen &Conductor Size 74. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al, Insulated Neutral [],Yes ED No 75. 76. Followin instld.:• Drive No; Walks 9' ,-*: Ybs ❑ E) Yes ❑ No; Planters ❑Yes Mo Stucco; Brown -Finish 28. Service -Riser Conductors & Ground -Main Disconnect 29. Equip. Clearances; Panels-Motors-Mech. Equip. 77. A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet _- 30. Clothes Closet Light -Shower Light 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. -__ -_- 79. Water Well; Disconnect, Electrical, Plumbing 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B -I Card B -I Date -- Date_ Card -BI Date Date Card -BI Date MECHANICAL (Permit) OK except N's 31. A.C. Ducts; Insulation & Support 81. Ventilation throughout House 82. Glass Protection 83. _ Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric 85. Water & Sewer Connected -C/O to Grade -HD Approval 32. Vent Fan; Exhaust above Insulation 86. Energy Compliance Certificate -Other Certificates _ 33. Condensate Drain & Overflow; Size & Grade 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet _ 35. Attic Access & Platform if Furnace in Attic Card -BI Date Card -BI Date Card -BI Card -BI -- Date _ - Card -BI Date Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Comments at Final: Date FRAMING(Plans) 36. 37. 38. 39. OK except ft's Sills; Proper Material & Anchors _ Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound Bearing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) _ _ 40. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 41. 42. 43. 44, 45. 46. 47. Header & Beam -Size & Bearing Hangers -Post Caps -Anchors -Connectors Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthnp.-Rfng. Fireplace Ties or Type A Flue -Fireplace Throat At Access: Size &Romex Protection -Draft Stop -Ins. Baffles _ Bdrm. Windows or_Exiting Doors -Sill Hgt. & Dimensions ____ Garage Fire Protection Framing (NOTE: An entry must be made each time you visit jobsite) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT NO. 2 - ASSESSOR PARCEL NUMBER Z ZONING_—,. ys� BUI NG PERMI OWN R G �� � ELEPHONE � / � SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING DRESS l �o COoe NTRACTOR'S NAME TELEPHONE NTRACTOR'S MAILING ADDRESS Fireplace CONS^JT�,RUCTION LENDER Ala UNKNOWN Total Valuation $ Flling Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE N0. Plan Checking Fee $ S eo Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ — BUILDING A ESUS � PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Repair drainage or vent piping 5.00 C Water piping LOT NO.SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets USE OF S CTURE SF ❑ Duplex❑ Mobilehome Other SPECIFY Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New ❑ AdditionRemodel[] Utiliti ❑ Instillation Other ❑ Describe work ` VV92-' l Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 5.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. ( DWELLING OCCUP.D11 OR ADDNS. ACC. BLOGS. / 20 sq ft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check One): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ l,• as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR. NON-RESID BRANCH CIRC ITS NEW CONSTR. POWER APPARATUS IN NON-RESID• (SINGLE OUTLET CIR. EX " a¢ Ex. Occup(OUTLETS OR FIXTURES BAL@1 Ex. Occup.(DUT ETS P(RESID )REA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring _t_L50 Permit Fee $ Contractor MECHANICAL PERMIT FiIirig Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue . against said County in consequence of the granting of this per74� X ✓y� Date 7 Signature of Applicant — Owner g pp ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ ; O 0 TOTAL PERMIT FEE $ 06 OCCOP. CROUP TYPE OF CONST. PARCEL D NO Issue This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRE OF BLIC By �� PERMIT EXPIRES Date�-- the applicable provi- resolutions to do fees have been aid. p WORKS Date Receipt No.S WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT 1. ,Owner's name: 2. Instal:ler's na BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Orovil-le, CA. PHONE: -534-4541 MORILEHOME INSTALLATION SHEET I 3. Is the site currently under permit? Yes No (If yes, furnish permit number ) OR Is the site an existing site? Yes / / No t (If yes, furnish two (2) plot plans.) 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of.all setbacks and easements? Yes No (If no, clarify ) 5. What is the mobilehome electrical rating? -------------------=--- Amps 6: What is the mobilehome site service rat-ing.--------- 7.. What is the mobilehome site circuit breaker rating? //1-.: Amps 8. Is there any other electric load to be served by the mobilehome site service? --------------------------------------------------- Yes No (If yes, identify the load and size: (Load) (Amps) 9. What is the mobilehome site gas pipe size? ---------------------- :. - (in.). 10. What is the type of gas service? -=--------------------------- Natural/% LPG 11. What is the gas pipe length from meter or tank to the"mobilehome? (ft.) 12. What is the mobilehome gas demand? ------------------------------ /1`� /i��� (BTU) (This information not required,if pipe length less than 6 ft. on natural gas or less than 50 ft. on LPG.) !/ D BUTTE COUNTI BUILDING DEPARTMENT APPROVED /�--- MOBILEHOME SUPPORT DATA If other than single wide, Mobilehome N_fr. furnish Setup Model No. Yea} Width,(ft.) Box Length_' (ft.) Tagalong or Expando Size ft. x ft. (SHOW SUPPORT DETAILS BELOW) On all mobilehomes manufactured after October 7, 1973; furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). All center supports measured from front of mobilehome..unless otherwise specified. o u ingle (ft.)(in; (in.) (in.) Center support locations* (ft.)(in.) (ft.)(in.) II (ft.) %, ) Center support footing sizes (in.) . x..� (in.) (in.) aw, ---f (in.) (in.) (in.) (in.) *If center piers are other than drawn above, draw in -locations, spacing, and dimensions. in. Footings (check one) L(4 1. Wood either ��pressure treated or foundation grade. 2. Other (specify) Supports (check one) Fi-j"ll. Concrete block. 2. Other (specify) Tagalong or Expando,' show support details. J -- Typical'Support n.) Footing Size (ft.)(in.) (ft.)(in.) -- Max. Pier Spacing -- Max. Overhang A portion bf Section 25, Township 23 North.'Range 1 West. M.D.B�.& M. more particularly described as follows: COHMEHCING at the'cente'rlitie interse'ction o , f Meridian Road. with th� Easterly line of.Highway..99E; thence North 60* 28' Eait 600.00 -feet along the centerline of said -Meridian Road,to F'i 7 'the true.p6int'of beginning,for the parcel herein described; theficeifrom said point of befinnin d ming South,34* 23' East 455'.67 feet; thence North I an run 69 38 5" East 250.00 feet; thence North.,51* 06" 25" West'318.82 feet; thence North 200---21' 15"Vedt 200.00 feet to a point.in the centerline of Meridian Road; -thence along said centerline, South 28' West 200.00 feet to the pl4ktLo_j__be&inninz. Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8.1of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. D711�.Ec- 1 36 . The property described herein is adjacent to land or included C,tE2K=REGO(5cE? within an area zoned for agricultural purposes, and residents of 8 1'l4n2�� this property may be'subject to inconveniences or discomfort arising 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 occa- sionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive 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: t Date: PROPERTY / State of CAI I,�unto ) On this the jib day of �cb�c , 19 �) , SS. before me, the undersigned Notary Public, personally County of appeared %4n Lfi� VN- .i ern?\ e Ca 0 OFFICIAL SEAL known to me .to be the person(s) whose name(s) iS R WIGDOR subscribed to the within instrument and acknowledged W a NOTARY PUBLIC- CALIFORNIA that Inn- executed the same for the purposes BUTTE COUNTY therein contained. My wmm. expires MAR 29, 1985 IN WITNESS WHEREOF, I hereunto set my hand and official • seal. Notary ublic Present A.P. NO. SND OF DOCUMENT `y , F t'Afl r) I (,-, -TY "$:')I '-OA -1, o a J. Cl Ot. 'IJ rrr, Lt, VVI j ;T 100, COUNTY OF BUTTE - DEPARTME-NT OF PUBLIC WORKS PIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone 916/534 41 7 Cl/ APPLICATION AND _PERMIT A I ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADD;r CONTRACTOR'S NAME/�-/ TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 44h - LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER y LICENSE NO.Plan Checking Fee $ let 6516 Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS ' Permit fee $ a 0 v BUILDING ADDRESS ' PLUMBING PERMIT Filing Fee 10.00 ' Each Trap 2.00 Repair drainage or vent piping 5.00 Water piping M.0 p LOT NO.SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets p (� USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome Other SPECIFY Building sewer v Lawn sprinkler system 5.00 TYPE OF WORK--,/ New ❑ Addition ❑ Remodel ❑ Uti IitiesI/iJ Instal lation ❑ Other ❑Contractor Describe work: Permit Fee $ �,OO Q / ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS Q Main service EA. ADD•L 100 AMP 2.50 NEW CONST. ( DWELLING OCCUP.py) OR ADDNS. ACC. BLDGS. 22 sq ft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract - 1 am exempt under Sec. , Business and Professions Code AMors. (Sec. 7044) for this reason NEW,.CONS R BRANCH CIRCUITS 2.50 ea NEw CONSTR. ( POWER APPARATUS S� NON-RESID. SINGLE OUTLET CIR. Ex. OCCUp OUTLETS OR FIXTURES BAL@1 (,FIXED APPLNS. OR Ex. Occup.UTLETS (RESID.) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 V Misc. Wiring 7.50 i l c Permit Fee $ v Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance,or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subjectpermit to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PE MIT FiIirig Fee 10.00 Heating Cooling Hood 3.00 Ventilation Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of_ Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in conse uence of t e granting of this permit. %� Date Signature of Applicant — Ownll rrLi?00'�Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE j Q Occup. GROUP TYPE OF CONST. PARC PD ND ISS This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OIFAIUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date 1 Receipt No. c5 19 2Ca J WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT 12, Please return one copy To Butte County, Purchasing Department, Oroville, California. We quote you as above f. o. b ................................ ............................................ days f rom receipt of or� Terms.................................................... Date..................................... .................. COUNTY OF BUTTE — ` DEPARTMENT OF PUBLIC WORKS 7 Cc►nty ftnter Drive - Oroville, California 95965 Telephone: 534-4541 ., APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X i��Date Signature of Permitee or Agent Receipt No. a 4r_1< Z White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant 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. DIRECTOR OF PUBLIC WORKS By Date`_f -1 / r� B ding permit expires Date e -f -17 BUILDING Owner O-ra- TE. &6 SQ. FT. OCC. BUILDING VALUATION Mailing Address q � - 14f (` CA q5G/ � elephone No.z 3 Contractor AJCI� Mailing Address Fireplace Total Valuation Telephone No. Permit Fee Building Address S S rn�Q/AA) Q��,,�. ��` Plan Checking Fee&/or Penalty Permit Fee �( f C awq c1aG PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 ,O Each Trap 1.50 lam✓ Repair drainage or vent piping 1.50 A. P. No. L4-7- Zoning Planning Water piping 1.50 1 0 Each gas water heater or vent 1.50 Fes I C. Sa '. on Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 10,00 EQA Par Ing arcel ans Declaration Parcel Ma p 60' R/W Improvements p Each additional outlet .30 Building sewer 5.00 Bld s d Parcel A royal Plans Approval Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES OTHER ❑ Permit Fee $ .00 $ 3 ©C ELECTRICAL No. @, FEE PERMIT FILING FEE $3.00 3.00 100 AMP OR LESS 5•�� Main service eoov OR LESS , 00 Single Family ❑ Duplex ❑ Mobil Home Others ❑ Main service EA. ADD•L 100 AMP 2.50 Main service OVER eoov 25.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 1.00 NEW CONST 4) 22sgft OR ADDNS. ACCLBLOGSCcup- CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: NEW RESID. BRANCH CIR T NON-RESID. ` BRANCH CIRCUITS) 2.50ea NEW CONSTR. /POWER APPARATUS e NON-RESID. \SINGLE OUTLET CIR, Ex. Occup(OUTLETS OR FIXTI1RFS) B L0; LNS Ex. Occup. (OUT ETP IXED AP(RESID.)REA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 /5)00 License No. Classification Misc. Wiring 6.25 JM TO I am exempt from the Contractors License Laws of the State of California. Permit Fee $ ,Sa $,4 115 MECHANICAL No. @ FEE WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. jQ) I certify that in the performance of the work for which this ermit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee TOTAL PERMIT FEE 1$6y authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X i��Date Signature of Permitee or Agent Receipt No. a 4r_1< Z White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant 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. DIRECTOR OF PUBLIC WORKS By Date`_f -1 / r� B ding permit expires Date e -f -17 w— y j r a 1 , PERMIT NO. 1561-89B PERMIT EXPIRES r f OWNER BRIAN D. BRIGGS f CONTR. owner ASSESSOR PARCEL 47-33-02 LOCATION 14250 Meridian Rd, Chico Temp. Power Pole Called PG&E_ Temp. Elec. Service 2 a?LCA Called PG&E Temp. Gas Service ' Yi # Called PG&E JOB FINALED (Date) Signature tj A Temp. Power Pole Called PG&E_ Temp. Elec. Service 2 a?LCA Called PG&E Temp. Gas Service ' Yi # Called PG&E JOB FINALED (Date) Signature COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. 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. foo �5 GQ o kl�u 1 4) yu 4 'S mow, �-11.1 Inspector "`-` COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS x r' 196 Memorial Way; Chico — Phone: 891-2751 7 County Center Drive`, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE 1 u OWNER PERMIT NO. 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 t matter, or need additional explanation, please contact this office immediately. WV_0t J Ca U 4. !I -2e -?2 w: M Yr. .!t r� Inspector Date i.. :3� COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 _ 7 County Center Drive, Orovi Ile - Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWN T NO. 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 mater, or need additional explanation, please.contact this office Immediately. Inspector/ Date_ .=OK 0=Not OK ' = Not Readyable MOBILE HOMES ° , MISCELLAN S Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DEC OVERS,CARPO S ARAGES, lans)OK except #'s 1. Zoning Requirements -Setbacks -Easements oni Requirements-Setbac s- asements 2. Soils; Special MH Support -Sketch -tings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete ecks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4_Weed Awn.; Posts-Beams-Rftrs.-Connec.- Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L" ft. / /"Nat. or/ /"L"ft./ /"LPG Awn.; Columns -Connections -Splice -Decal -Enclosures mor ; Windows -Doors 7. Utility Clearance r ills-Anchors-Studs-Rftrs-Trusses iding; Nailing -Veneer -Stucco -Mesh Card -B1 Date Card -B1 Date 10. Roof; Shthg-Roofing Card -B1 Date Card -B1 Date 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -B1 0- a Card -B1 Date 2. Footings; Size -Spacing -Marriage Line Card -Bl'T,-,t$•S0ate Card -B1 Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s. 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 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 Card -81 Date Card -B1 Date Card -Bt Date Card -B1 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -1211 Date Card -Bl Date Card -B1 Date Card -B1 Date = uK - o = NotOK RESIDENTIAL (Single and Duplex) - =Not Applicable = Not Ready Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) . 1. Zoning -Setbacks; -Easements -Flood -Slope 45. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Steel-Elec. Grnd.-/ , ./" Ftg. Depth 46. Cing. Joist-Rftr. Ties- Purl in -Roof Brac.-Truss-Shthng.-Rfng. 3. Ftg., Garage; Soils -Steel-/ /" Ftg. Depth 47. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 4. Ftg., Porches & Decks; Soils -St I-/ /"Ftg. Depth 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blocko s-Wra ped 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Veel-Bloclfouts-Wjapped 50. Garage Fire Protection Framing 7. Slab; Steel -Wrapped 51. Property Line Firewall & Openings 8. Piers -Fireplace Ftg.-Steel 52. Ext. Doors -One T -Check Garage -3rd story, 2 exits 9. D.W.V.; Fall -Fittings -Test -2 wf y C - ewer Test 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection , 10. Gas Pipe; Size -Anchors 54. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchors- gulator-Service Test 55. Siding -Nailing Veneer 12. Electric; Underground 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Plenums & Ducts; lea n e-Material-Supprt-Ins. 57. Glazing Area -Glass Protection -Skylights -Plastic 14. Girders -Sills -An 96212Its-Joists-Vents-Cripples 58. Shear Walls; Nailing -Bolts 15. Insulation 59. Insulation-Walls-Clg. 60. Infiltration-Walls-Wndws Card -81 Date Card -B1 Date Card -B1 Da Card -B1 Date Card -131 Date Card -B1 Date Card -B1 Date Card -B1 Date Date PLU ING ( e mit) OK except #'s 16. W ter Ht. ent-Access-Combustion Air -Baffle Date FINAL (Plans) OK except #'s 17. ater Pip Test & Anchors -Nail Protection 61. Ext. Steps -Door & Sidelight Protection -Landings 18. .W.V.; Te -Fttngs & Anchors -Nail Protection 62. Smoke Detector 19 ower Pan; Test, First Floor -Tub Access 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 4. Te Tub & Shower, 2nd Floor -Tub Access Gas ipe; Size & Anchors 64. Bedroom Exiting 85. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes -Labels Card -81 Dae Card -B1 Date 67. Stairs & Rails Card -131 D e Card -B1 Date 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. Date ELECT ICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 70. Kit. Fixt. &Appliance; Grnd. -Air Gap -Cooking Clearance 23. Elec. Receptacles Spacing -Lights & Switches at Doors 71. Elec. Outlets & Receptacles at Kit. Counter 24. Size Boxes & No. of Conductors -Stapled 72. Garage Fire Door; Swing -Landing -Closer 25. Romex Installed Close to Edge of Studs & C.J. 73. A.C. Duct in Garage -Damper 26. Equip. Ground made up w/Mech. Fasteners -Bond Gas &Water 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 27. 2 Appliance Circuts in Kitchen & Conductor Size/G.F.I. 75. Plb., Elec. & Mech. Equip. Listed for Location 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 30. Service -Riser Conductors & Ground -Main Disconnect 99. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 33. Smoke Detector Si. Stucco; Brown -Finish Card -61 Date Card -B1 Date 82. A.C. Unit; Disconnect, Electrical, Plumbing Card -B1 Date Card -B1 Date 83. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. Date MECHANICAL (Permit) OK except #'s 84. Water Well; Disconnect, Electrical, Plumbing 34. A.C. Ducts Insulation & Support 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 35. Vent Fan; Exhaust above insulation 86. Ventilation throughout House 36. Condensate Drain & Overflow; Size & Grade 87. Glass Protection 37. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 88. Corrections from Previous Inpections 38. Attic Access & Platform if Furnace in Attic 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 9i. Energy Compliance Certificate -Other Certificates Card -81 Date Card -B1 Date 92. Roofing Certificate Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date Card -81 Date Card -B1 Date Date FRAMING (Plans) OK except #'s 39. Sills, Proper Material & Anchors Card -B1 Date Card -B1 Date 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound Comments at Final: 41• Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Header & Beam -Size & Bearing (NOTE: An entry must be made each time you visit iob site) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-75 APPLICA 169 AND PERMIT ASSESSOR PARCEL NUMBER 0 - 33o - ooa - 000 ZONI G �- 5 BUILDING PERMIT OWNER R 1 2 5 TELEPHONE 3- L 5 SQ, FT. OCC. BUILDING VALUATION 0 ,�,� OWNER'S MAILING ADDRESS i_ Iyaso M Kid fan fT ltz 7592. CONTRACTOR'S NAME Owrs/-e TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 6. a, a ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ e Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty BUILDING ADDRESS Permit fee !$ $ > PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 e Solar or heat pump water heater 20.00 LOT NO.SUBDI VISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE / SF El Duplex[] Mobilehome Other �� a SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 0.00ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation[] Other ❑ Describe work: C;z�_ Q �Ct e�► �e f �, �, t� L. Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 11001 OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 LICENSE LAW I declare under penal f perjury (check one): C ElNO I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.ei , OR ADDNS. ( ACC. BLDGS. /20sq it N•RESIDONTRACTORS NEW CONSTR. U TI.OUTLET 2.50 ea BRANCHIRC I 5 CIRCUITS POWER APPARATUS S SINGLE OUTLET CIR. Ex. Occu p OUTLETS OR FIXTURES eAL030 NLO FIXED PR Ex. Occup. OUTLETS (RESID.IEAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 a Misc. Wiring 15.00 Permit Fee $ r Contractor RKMEN'S COMPENSATION INSURANCE I declare under n Ity of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate Fof Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee .10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X �—a~� Date/����� Signature of Applicant — Owner[ T Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ occu P. CONST. YPE POOLI FLOOD PARCEL (�/ PD ND IssUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By PE IT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Dat Receipt No. J? 0"? 9 WNITE-O.P.W., YELLOW-ASSE330R, PINK -INSPECTOR. GOLDENROD -APPLICANT OWNER COUNTY OF BUTTE - DEPARTMENT.OF <PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLII-It t)RNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION -DATA SHEET Permit No. A. P. No. 4`7 — 33 — )o %, vJ Proposed Building USe.&EtA) 4c#- f- a a .Q Building Inspector _ g Date S / - it `/ At time of, permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items -have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ -3. Complete plans in duplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Energy Design Compliance and supporting documentation ......... 6. Statement of Intent for Non -Heated and AC Buildings .............. 7. Engineered truss details and layout in duplicate (required prior to plan check) 8. Mobilehome installation data including manufacturer's installation instructions....................................................... 9. Fees of $ .......................... 10. Chico Urban Area fees paid ........................................ 11. Park fees paid ..............................:...................... 11.2- School District fees paid ................. Sanitation approval from i4 Health Department ... 5 —� 14. City of Chico plumbing_ permit ...................................... 15. Plot plan and business license approval from City of (see City for other requirements) 16. Planning approval for (A) Use: (B) Parking: ......... 17. Improvements may be required. 18. Driveway permit (construction approval required prior to occupancy) ... 19. Pre -Inspection for required , , , , Pre-Inspec. request to p q ' Building Inspector `(Date) 20. Contractor's license information (No., Name Style, Classification) ....... 21. Certificate of Workmans Compensation Insurance .................... 22. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ........ •.� 23. Recorded copy of Agricultural Acknowledgment, Statement ............ 24. Letter of signature authorization ................................ : ... . 25. 26. When ,oi'issue the permit, process as follows: Mail to owner. Mail to contractor. ' Telephone?91:3-40'1 6 and hold for pickup at Q%office. Deliver w/inspector.' Other ApplicantDate '5_11 R Copy of plans sent Health Dept., Fire Dept., Other—'Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2.' Additional items required: 1 r. Contractor, designer, owner, was advised of above required data by_phone_—rtaiI—counter by date Contractor, designer, owner, was advised of above required data by—phone —ma II—counter by date Plans checked by Date Plans approved by Date .5 Sets of plans on hold in File cabinet AP folder %r Copy—DPW TO Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner r) ation AP# Plan 'Approved for: Sewage Disposal Water Supply �. Hold fi 1 f na or. Final clearance O.K. for: Clearance for _ bedroom mobile home Water Supply Water.Supply 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) ytS 2. I (have/have not) 10/Vv Gsigned 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. 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 S: -GG -5-1 Date 5-11-YI -i 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. +=i �t!- PERMIT.NO. 2456-82B PERMIT EXPIRES <��/�� OWNER Walter Temple CONTR. Owner y ASSESSOR PARCEL 47-33-02 LOCATION S/S Meridian Rd, app 700' E of Hwy 99E, Chico 1 • a Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E i. JOB FINALED Z /'mow rU Signature V = OK 0 = Not OK — = Not Applicable M'QBILEHOMES MISCELLANEQUS = Not Ready Date MOBILEHOME UTILITIES (Plans) OK except N's 1, Zoning Requirements—Setbacks—Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except q's 1, Zoning Requirements—Setbacks—Easements 2. Soils; Special MH Support—Sketch 2. Footings; Size—Depth—Spacing—Connectors 3. Sewer; Location—Test—Fall-C/0—Concrete 3. Decks; Girders and/or Joists—Decking—Bracing—Stairs—Rails 4. Water; Location—Test—Easement Needed (Sketch) 4. Wood Awn.; Posts—Beams—Rftrs.—Connec.—Shthg.—Rfg.—Bracing 5. Electricity; Location—Clearances—Grnd.—/ / Amp—Concrete 5. Alum. Awn.; Columns—Connections—Splice—Decal—Enclosures 6. Gas; Location—Test—Wrap:/ /"L"ft./ P'Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows—Doors 7. Utility Clearance 7. Elec. Card -BI Date Card -BI, ., Date ��+,. Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except N's 1. Zoning Requirements—Setbacks—Easements Card -BI Date _ Date Card -BI Date _ POOLS (Plans) OK except q's 1 • Setbacks—Easements 2. Footings; Size—Spacing—Marriage Line 2, Soils; Compaction—Structure Stability 3. Gas; MH Test—Demand—Valve—Connector 3, Pool Structure; Steel—Connections—Thickness—Dead Men—Lining 4. Electricity; MH Test—Crossovers—Breakers—Clearances 4, Elec.; Receptacles and Lighting; Distances—GFI 5. Drain; MH Test—Fall—Flex Connector 5. Elec.; Pool Lighting; 15 volts—GFI 6. Water; MH Test—Regulator—Connector 6. Elec.; Enclosures; Conduit Entries—Terminals—Listed 7, Water and Sewer Connected—C/0 to Grade—HD Approval 7, Elec.; Bonding; Metal w/5'—Circulating Equipment—Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5'—Circulating Equip.—Pool Lghtg. Boxes—Enclosures—Panel boards—Ins. to Main in Conduit 9. Exits; Insp.—Sketch 10, Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test—Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date V = OK r 0 = Not OK - = Not Applicable * = Not Ready . RESIDENTIAL (Single and Duplex) Date UNDERFLOOR Plans OK Cxce t#'s Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall J& Openings 2. Fig., Main; Soils-Steel-Elec. Grnd.- / /" Fig. Depth 49. Ext. Doors -One 3'-C eck Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 50. Stairs; Wi -H om-Rise-Run-Landing-Fire Protection 4. Fig., Porches & Decks; Soils -Steel- / /" Ftg. Depth 51. Plywoo nfli0fif rha-Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 52. Siding- in Ve 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucc -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg.-Steel 54. azing Area -Glass Protection -Skylights -Plastic 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 55. ear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground Card -BI -Date / and -BI Date 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FINAL (Plans) OK except #'s Card -BI Dale Card -BI Date Date PLUMBING (Permit) OK except #'s 56. Ext. Steps -Door & Sidelight Protection -Landings 57. Smoke Detector 14. 15. Water Ht.; Vent -Access -Combustion Air Water Pipe; Test & Anchors -Nail Protection 58. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. Bedroom Exiting 17. Shower Pan; Test, First Floor -Tub Access 60. G.F.I. & Bath Fixtures & Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 19. Gas Pipe; Size & Anchors 62. Stairs & Rails 63. Fireplace or Stove; Clearances -Hearth 64. Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 66. Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except #'s 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 20. Fixture & Transformer Clearance -Ins. Protection 69. 70. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection Plb., Elec. & Mech. Equip. Listed for Location 21. Elec. Receptacles Spacing -Lights &Switches at Doors 22. Size Boxes & No. of Conductors -Stapled 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 23. Romex Installed Close to Edge of Studs & C.J. 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 72, Insulation -Foam -Looked in Attic E) Yes Guard Rails & Deck Con ruction -Post Caps 25. 2 Appliance Circuits in Kitchen &Conductor Size 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 74. Fdn. Vents & Cra I Ho Door -Drainage & Wood -Earth Clearance Looked under Flo r Yes 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or At, Insulated Neutral ❑Yes ❑No 75. Followi to lid rive Yes ❑ No; Walks ❑ Yes ❑ No; Plant e o 28. Service -Riser Conductors & Ground -Main Disconnect 76. Stucc n-Fi 's 29. Equip. Clearances; Panels-Motors-Mech. Equip. 77, A.C. it; Disc ct- -BFkr. & Cond. Size -115V Outlet 30. Clothes Closet Light -Shower Light 78. Vents Above PI . A liance-Firepl.-Clearance to Opngs. 79. Water Well; D c n , E ectrical, Plumbing 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B -I Date Card BI Date 81. Ventilation throughout House Card B -I Date Card -BI Date 82. Glass Protection Date MECHANICAL (Permit) OK except #'s 83. _ Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric 31. A.C. Ducts; Insulation & Support 85. 86. Water & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates _ _ 32. 33. Vent Fan; Exhaust above Insulation Condensate Drain & Overflow; Size & Grade 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic Card -BI aril -BI Date - Card -BI _Date Card -BI Date - Card -BI Card -BI Date Card -BI Date Date Card -BI Date Card -BI Date Card -BI Date Date FRAMING(Plans) OK except #'s Comments at Final: 36. Sills; Proper Material & Anchors 37. Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound _ 38. Bearing Walls over Girders & Floor Nailing 39. Draft Stop in Walls (rat proof) _ 40. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 41. Header & Beam -Size & Bearing _ 42. 43. 44. Hangers -Post Caps -Anchors -Connectors Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthnq.-Ring. Fireplace Ties or Type A Flue -Fireplace Throat 45. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles _ 46. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 47. Garage Fire Protection Framing (NOTE: Anentrymust be made each time youvisit jobsite) C + ' •' COUNTY OF BUTTE - D5,PAF TI'AENT OF XBLIC WORK/ 7 County Center Drive - Oroville, California 95965 - Telephone 916/53 541 APPLICATION AND PERMIT PERMIT NO. �L A ASSESSOR PARCEL NUMBER TING � BUILDING PERMIT Ll OWNER c �t� / TELEPHONE SQ. FT,. OCC. BUILDING VALUATION CA& ar II�O OWNER'S AILING A ESN/' C T ACT R'S NAME TEPHoNE ONTRA TOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Q Filing Fee $ 10.00 LENDER' MAILING ADDRESS Permit Fee $ p ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 441d I Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRESS ("� - ./] PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Repair drainage or vent piping 5.00 Water piping LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5,00 Gas piping system 1 - 5 outlets USE OF ST TUBE SF ❑ Duplex❑ Mobilehome Other SPECIFY Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe work:_,/,-/s-rg� Permit Fee $ ntractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 5.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. /DWELLING OCCUP.y\ OR ADDNS. l ACC. BLDGS. 20 sq CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the BusinessDO@280 and Professions Code and my license is in full force and effect. License No: Classification I,as the owner, or my employees with wages as their sole compen- �Ksion, atwill do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NI -W CO ID R BRA cH ciacT ITS 2.50 ea NEW CONSTR POWER APPARATUS e\ NON.RESID. SINGLE OUTLET CIR, / Ex. Occup OUTLETS OR FIXTURES BAL@1 FIXED APPLNS, OR EX. Occup.(OUTLETS (RESID.) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Mi sc. Wiring 7.50 Permit Fee $ Contractor MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notce to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said C my in co a of the granting of this per 't. // X�� Date �l� Signature of Applicant — Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep a demolition or construct- ion of structures over 3stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ OCCUP, GROUP I TYPE DF CONST. I PARCEL I ISO I 4Z ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIR TORgOBLIC By --Date PERMIT EXPIRES DateT the applicable provi- resolutions to do fees have been paid. WORKS oL' Receipt No. 7473 !F WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDEN ROD-APPLICAN