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024-110-073
i REROOF W/O PERMIT 7/17/95 7 JIM BLACK 24-11-73 59 Wright Avenue, Gridley a %/0 y BOX; Wright 02.4-11-0-073 '2246 B " BOX , , 95— BOX) James & Karen 5y9 59 Avenue r ro( Gridle ..,.(reroof ISF) T a�/�� B06-2373 024-110-073 MISCELLANEOUS Room Addii-First Stry ADDITION: SF(I 326) 'GAR(723) COV(l 59 WRIGHT AVE —'�i L PANNELL, JAMES 7- N ICOLE 1306-2668 - 024- . 110-073 MISCELLANEOUS Private Pool POOL MASTER 01-520 59 WRIGHT AVE PANNELL, JAMES E JR,ETAL B06-2682 024-110-073' MISCELLANEOUS Patio Covekvc] Pch PATIO COVER- 10 X 12 59 WRIGHT AVE PANNELL, JAMES E JR,ETAL' r. tO —0-7 k e L w"I '�'.' ,rr - � � � - � �i�� "- � ��' .. �� 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: 59 WRIGHT AVE Owner: Permit NO: B06-2682 APN: 024-110-073 PANNELL, JAMES E JR,ETAL Issued Date: 11/30/2006 By KEJ Permit type: MISCELLANEOUS 59 WRIGHT AVE Subtype: Patio Cover/Cvd Pch GRIDLEY, CA 95948 Expiration Date: 11/30/2007 Description: PATIO COVER- 10 X 12 (530) 846-3734 Occupancy: Zoning: A5 Contractor Applicant: Square Footage: BI - COUNTY POOL CONSTRUCTION BI - COUNTY POOL CONSTR Building Garage Remdl/Addn 871 VON GELDERN WAY 871 VON GELDERN WAY YUBA CITY, CA 95991 YUBA CITY, CA 95991 Other Porch/Patio Total (530) 673-3786 (530) 673-3786 120 120 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: B919 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 BI - COUNTY POOL CONSTRU(720512 / C53 / 03/31/2008 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 U DER P AL F URY that I am licensed under provisions of Chapter 9 (comme I with Se on 7 of Divi n 3 o he Business and Professions Code, and my license Pursuant to the provisions of the Contractor s License Law [Chapter 9 (commencing with Section 7000) is in fuI or and a of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X - 11/30/2006 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractor's Sign ure 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 Contractor's 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.). dl VE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, ❑ 1, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED as required by CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: ion 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's 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: 618,000 Exp. Date:01/01/2007 Contractofs License Law.). (This section need not a competed if the permit is or onT7 fiun3red dollars ($100) or less. ❑ 1 AM EXEMPT under Section B. & 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 CaIifomiapad14HiFqk that if I should become subject to the workers' X 11/30/2006 compensation provisio ction 3700 of a Labor Code, I shall forthwith comply with those Owner's Signature Date prow 'ons. 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 State laws relating to building Signal re 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, or 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 permit 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. my o ente a bo entioned property for inspection purposes. I hereby certify that I am the r en cone o utho ed to act o the property o nets behalf. 11/30/2006 CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for ame o ermitte [SI ] Pint Date the performance of the work for which this permit is issued. (3097 civ. code) Owner ❑ Contractor OR; DAgent for Owner Agent for Contractor FILE COPY Lender's Address City State Zip 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 OWNER -BUILDER INFORMATION An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ° If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. ° If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal ° income tax withholding, federal social security taxes, workers/ compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks to you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. ° For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small business Administration). For more specific information about your obligations unders state law, contact the Department of Benerit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perforin thier work personally or through thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons prefessing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not requir3ed to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321 PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTQ.L THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. 1. I PERSONALLY PLAN TO PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT. (YES OR NO) 2. I (HAVE/HAVE NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT FOR THE PROPOSED WORK. 3. I HAVE CONTRACTED WITH THE FOLLOWING PERSON (FIRM) TO PROVIDE THE PROPOSED CONSTRUCTION: ADDRESS CITY PHONE CONTRACTORS LICENSE NO 4. I PLAN TO PROVIDE PORTIONS OF THE WORK, BUT 1 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 Description: PATIO COVER- 10 X 12 Reference Number: B06-2682 Applicant Name: BI - COUNTY POOL CONSTRUCTION Signature of Property Owner: Date: BUTTE COUNTY o�VTTF0 DEPARTMENT OF DEVELOPMENT SERVICES 0 o BUILDING PERMIT APPLICATION 0 o AND SUBMITTAL REQUIREMENTS OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 o - = o A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buffecounty.net/dds \COQ v'�� "PLEASE PRINT CLEARLY* APPLICANT INFORMATION OWNER INFORMATION Last Name irst Name PctiN uv► /l�► I Mailing Address J r,t k4— \)e-- City le State AV Zip Phone Fax E-mail APPLICANT INFORMATION CONTRACTOR Name City t (� JL Address Q 71 n c PA-) City WJL G Fax &,73_L/07q i Stat _ Zi Phone _ 378 Fax &7,3-4/0-71 E-mail Lic. #,7��_y Class -60 APPLICANT INFORMATION ARCHITECT/ENGINEER Name City t (� JL Address / y D (4II DrI v L City Fax &,73_L/07q i State 1N Zip *76-7y Phone Address Fax E-mail State License Number APPLICANT INFORMATION Name 161 /' ,4 Ip(�)Q Address ,3-71 1,16J / �AJ c� City t (� JL State /1 Zip qJ4 Phone _.376 Fax &,73_L/07q i E-mail APPLICANT SIGNATURE X For office use only: Zoning Flood Zone SRA Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NOj(p� BIN # PROJECT LOCATION API Property Address� S" t W#-(eZ 1A4 Gy �� Cross Street n 9 WORKER'S COMPENSATION Policy Number Carriers�.I 1� If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: �r Sq FT- Living 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 case 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 wno paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, pkn check fees for work plan checked and other department costs are not refundable. by: Receipt #: Date:) d" 16'` Amount: U �� Bldg SRA Sheriff SMIP Other -6 Total Py f1 LIAry�' o, „ I hereby cerlxy #,Of IN Sp6 S P`glorE FO �•` 'r•� i under im. dk 6pOG` byft's ". that I am a duly �"lon end 0 Ila 142h `- R -F. TUCKER s / R�d,•:tersd FrWor EN slonW En9,nber unser the lows PROFESSgNAE _ of the Slote of Mlrvv rBO ES -EVALUATION REPORT NO ER -2621P ENGINEER = wto. 33793 .� R. F. TUCKER =•� �y0111EER 4'R -'PAGES DRAWING TABLE OF CONTENTS No.• ° r ppl furl 2 PAGES 97GN01 GENERAL NOTES�I.F• QE TUCKF9 �g�C,.- ••..,�FF9 �r�a ,oN+''or+,te 97GN02 ME" o�:� pNo+ �v ,ha tib, 6y o; : m �.► C7 ? u+ o RAYMOND F. 1 aT t 21152 = 2 PAGES 97SCO i STRUCTURAL CONFIGURATIONS ='i _ TUCKER , o, TUCKER 97SCO2 1 PAGE 1.0 ROOF PANEL SPANS AND OVERHA ATIO A IAL STR eAt A. 71' F 2 PAGES 2.0 FREESTANDING AND ATTACHED PATIO STRUCTURES .,.wieaa: ' R '? PAGES 3.0 FREESTANDING AND ATTACHED COMMERCIAL STRUCTURES = QQ Sf .At f REGISTERED F vROFESSIONAE 1;PAGE 4.0 FREESTANDING AND ATTACHED LATTICE PATIO STRUCTURES •� h�:y�iQ :' ENGINEER S No. 4523 4 PAGE 5.0 FREESTANDING AND ATTACHED LATTICE COMMERCIAL STRUCTURES ••.,,, ,,,,,.••• Tit- `s fP_ 1 PAGE 6.0 COLUMN AND FASTENER REQUIREMENTS FOR COMMERCIAL AND PATIO STRUCTURI TU ON9lcr AGES 97CD01 CONENT PARTS AN_ CTION DETAILS 97CDO2 iF'{,� rB�, Arr: NO. 26070 a�I 97CDO3\ c"`,'1 wF�f (Agp�' - 6w 3-31•r'Z % 97CD04 �` E4.:0 ` .o.cssaNa '.. y E �1..• 635? `rlgl CIVIL N/ 97CD05 n OREGONR IF TUCKFk O N0.12 09 ` R. F TUCKER f OF CALI4 97CD06OF `� n ,4t WGINEE,I ,: ` ` gyp• i 97CD013 RVst z: �� 4'=--..f •,yo�fQ UCkFF9�c' 97CD09 F. T:i t� ✓s v V i lr� .,r 9ti " u s 20MO PAGES 97LT01 COMPONENT W*9'AMQONNECTION DETAILS FOR�A�fitY MIS, LATTICE i 9 % ��;` 97LT02 ��tiD`'��.f Ttlit��'�.,� _Q F`�' �.1 ' ���r�i��' o �`? 97LT03 G£ORG/ a G1 S 6E GFa 'Ur,"',, 97LT04*, �pg511iIfU4,4, ..•QkG►SiE,p,i' N0. 8193 NO 60f38018;;1 ND. 8143 ' N0.60W 1 '• R. F. r v, O; yPROfFSSIDNAL,:iCF{ OF COHry �, I 1PROFESSIONaE s �14: _ . ✓ J :'3 S Q TUC Cli' ° �': No. 1 14$$ = i F9 E� yB Of % 9��NGINE�F '�Gy •WA1F`"'".� 'l� .o� is pii.Of„T.U;G,�� �ii��bNAtE1�v``�'A�E�°� I ``J' "�✓` AWP: `G.. r �rr9 Q ,+ z o O R CFS •,, , �h1lJs •FP �.,,w f� ;,w� 0 �,�, .��. No 205: Q. :Fiy••"�•'••.�J�: Q. 14N �h�} GINES+i' f• C�� �t "/.f`/�'r•� f�C\GAIE�t �i��pENi •OZs Qy,GEke CERTincAr, W I F • Z: }8T3 D: r R. F. TUCKER ` �'u°�yni. •' Fla Fs69E _ °: : �.. 1833 O : r' l27 -A _ = 4e O. No. 27573 �• lF Vr .Q• 127.73 "KICFF¢EF 70 STATE OF '>'f. ,FOP �� °(�':: q :9�. ,•� OF \ rf�4T.: i P2D,fS5,ONAl fN[:�vFF.` ��. FLORIDA•.....•••p`E''lfOnr /GI,c IN Nn• r ZJ �Qb,_ D F. - Wel• A 4��/r �F Of M,l•. • R. F- TUCf Eq.r ` T ; _ `- NUMBER 4Ofi-551i), T �•', Q `o +PROF EsslorvaE vE 4074 C No p: 1 40222 ;,;i- OFMOM t' 11440 ALLPRODRI W- R. F. TUCKER No.032085 Psj aG . c 'C.'. 4 6267 1 I 1 r PfUTTP COUNTY wYOMtN �lI [SING DIVISION APPROVED °;,o , Owner: �'�-� d BP# f Z APN:-[(O--07- APR 18 2001 •`Q gAr%?a�' Q4� • •• ~°ti.<C1 NEW; •., �,iucKF SStpNAI ENgJy�F t` o+y.► ``.�:t� '� •~ OF Mr rp,,�''OONTg4 •"� < ,? ECA /y•, `, GASTER y•. •W v FO h ; �,.�Epf R.F. tic%. P E9 •: Q•' 9 �4, . 9 tr to .'lP:'' �4 TUCKEfl ° .'c4 •.TUC•' J' M� O J'� pNDF,> 4 : h. •-G� �' ' a E $SIO .r'• . �•� : q No. 14tT c z :. ;F , tea: L�c:• :?' gyp: 2�t' C'O `" W' RAYMO �' .p \ R. F TUCKER RAvMnNO Qe tit I SEALAt } PROFESSIONAL :bti N F ,�''„ E-5170 •a; = o' � B y`_ TUC ER ?o • 4022 z •' NUMBER v 13UCKER ' 08 Q, *. 15716 _ r �, J,. :;1 F ., 4r •-•..... Sy �. �rCfpSEO •' Fp ���' •..c '' '•. 4314crSTE f NES,.✓ 4ciNEEa Q,c•' B �'•.�i'' •.. IVIL,m� d s A.4rISj .•S�L"` ' '� °J? "`'""''a•,,r.rr•r.r,,,,.. "''•%,,,,rU,G `' 1. GNE:' 0P y doa ` NS ONALE1l ,. FESS a. 8628 0A aI6S2 �'�, gUf��.'.SS..CC.19Np```: NAL E F TUCK��` 9538 NO. y A Q a 33793 � OFF )ST VC DESIGN IN ACCORDANCE"Wiif1•THE UNIFORM BUIMNG CODE 1997 OR TS c "j1eyj f� 2. EDITION. '•' • '•lQ':•....... '• F�.pl% HT LESS ALUMINUM DESIGN IN ACCORDANCE WITH THE LATEST' EDITION OF ALUMINUM �`� �� ' THAN 15 FT Design Uplift Wind Pressure (psf) Span Arens Eaves Overhangs rb y,�rrh'tNHM�►jlaad ASSOCIATION'S SPECIFICATIONS AND CHAPTER 20 OF THE UNIFORM BUILDING COD *=:--' �tt"t1 ' '?;, .. ' f •• Speed Sh�ple Unenclosed Enclosed and Unenclosed Enclosed •� � = 3. _�F EACH BUILDING PERMIT SFWLI. 8E ACCOMPANIED BY TWO COMPLETELY DIMENSIONi'Q""�''� �� "'•'•"';:::_ �;� F. ,TUCKER PLOT PLANS SHOWING EXACT LOCATION AND SIZE OF EXISTING AND PROPOSED o' � p,R.-F. TL, ,••.._,... L Th /:::::.::' :`::::............:..:.:..... Exposure STRUCTURES. �0 914 e'i.;?3C B 10.16 10.16 10.16 21.87 +es4. DESIGN LOADINGS: �e`� ?V0ESs;u. 4 1- , `?: ��30 B 16,76 16J6 1736 16.76 36.11 17.36 37.40 r b p E EFF 4?�.•"EG.N •.�tj %f�ki,f�;>j':S.ih,�. •. 70 A APPENDIX CHAPTER 37 DMSK)N III, PATIO COVERS: ,.• R O c •,; ;Farr �s 9D C 1736 C 28,66 28:66 28:66 61.73 AR °ra LIVELOAD: 10 POUNDS PER SQUARE FOOT. = 6362 ;• REGISTER Oray 20 POUNDS PER SQUARE FOOT _ R. F. TUCKER AL" 25 POUNDS PER SQUARE FOOT f„� Design Uplift Wind Pressure (psf) i PROFESSIO AL 3 ET4GINEE 30 POUNDS PER SQUARE FOOT •°oe��r o��e• 02 40 POUNDS PER SQUARE FOOT , H DPKF . C' Slnple Span Areas Eaves and Overhangs Enclosed • * + _ 60 POUNDS PER SQUARE FOOT '°•°'' O```, S -T R. F. TUCKER Unenclosed Enclosed Unenclosed No.45 - WIND LOAD: FOR 0.4,12 > SLOPE ( 2112 •••`,�Rt�°f O No. U32U1i5.'•;` Exposure B 10.65 10.65 10.65 22.93 ° Design Lateral/UpUft Wind Pressure fo B 17.58 17.58 17.58 31,86 Speed Simple Span Areas Eaves and Overhangs. 4` srON�L,E r90 C I&05 1805 C 29.80 29,80 18.05 38.88 29.80 64.18 NO. 260 "cl mph Height Zone Unenclosed Enclosed Unenclosed Enclosed: Aau 'r -3! 0 Jy 70 Less than 10' 7.5 745 75 75 • {` 90 Less than 10' 11.3 ILS 113 113 '• H 1 2, • : r FOR DESIGN 21,E I}�: OF PRIMARY FRAME SYSTEMS CIVIV �Q 9lFOF . 70 Less than ]2' 10 10 10 10 �F T;.`:;. 'LSy; Design Wind Pressure (psf) pU 90 Less than 12' 15 15 15 15 ,;. " }�"•'ti'4 ' Exposure B Exposure C i h.�tebvcar!il� ! a1 1�u�:,:;,-7 = ccrion. `N a 'rlt ruslk��Drt 70 mph 90 mph 70 mph 90 mph JQpr; i1C 9 ,o fr(• . 1 ' or lNl ?:`r ;y if.ery E.c:�w•;N , O 9 r B. COMMERCIAL STRUCTURES Nwf 14'• 1 Jt ,' Lateral 102 16.8 17,4 28.7 E rQ• _ : # rl utr ki:t�teic: I ';' Q, ElOnf:: ;011`1091` under 1ne i. S 'eS • T • ' Uplift 1(10 15.0 10.0 16.05 S _ B •tea - UVELOAD: 20 POUNDS PER SQUARE FOOT. Of the Stato of N*w)esoa, s.o 25 POUNDS PER SQUARE FOOT30 POUNDS PER SQUARE FOOT •I-% ..... �a+s fc' F UCSF 40 POUNDS PER SQUARE FOOT D.I. _ R• F. rU KFR F '4+ ssr0 'L ''° cEmlrlurE 60 gPMDD$, PER SQUARE F ` ,•�• / �?° No. �: TUC g •,.••�(r•O OFA;'" f 1UC�• 1pE'4� 60 PROs ,p ,,�VY���F• T4, i .J�.J Na 15"6 ; �`� w,,_ s Q Ek Tlic_ * f Ste' rtG sF0 R F. TUCKER % r q ti T C\ �. 7D STATE Or �� GIN �'•, O : a - ENGINEER mum I)A 2 = w � � •� D = Rvg Pip ?7575 y w i _ 13557 O z ,tl r tro i __ is�c t�4- . # ;833 ? � r; � 127 awe �°E�+ciN�R�� � 6385 oAs No. 2053 'V RED ENC' t �f �0� 4a�;' N8A s N IN ,eL14,, 9J� `Q V I ATE o VCENSEe! ,,, GEpRGJ SSS •. ...E� F F w R D i,�y .° '. G PROFESSIONAL R.F. TUCKER JSP R. F. s ^4 canN - =� No.1)458 ,� = • �I �•.�Fr Q�'r'[�W: 9 GINE �r F TU p� i $ 8TM1F Of �� ANiF ` ��' 9538 NO. y A Q a 33793 � OFF )ST VC r AWP:'G a` c SS 6� pi rp •�2�,0,NAlrna,.��` rb y,�rrh'tNHM�►jlaad t% HAL EN °FF w;;-wNG t STAMP /F TUCA " PROFEMIONAL RE 4074 ,`FiFuiu,o- OF R. F IUCKE\ E-61529 � 9F�/STC7F0." O TE REVISION DATE REVISION EnglnMring Servlcot. 1140 All Pro Or E1a+14 eA, a 4014 4ar � KG 1080 ES EVALUATION REPORT NO. ER -2421P NONE GENERAL NOTES 2/8/2 97GNO1 Q� 2 8440 ` OREGON �- woresvowu S•. ' . I` !UCKER -' cNWNFE-. � +JJ, ,T.0iaacl_,j� •. 47 TJf••.�� F.12109r��.1 i? No. 7984 R. F. -TUCKER T Di) 1 R mm JUN 14 = GENERAL NOTES: (CONTINUED FROM SHEET NO. 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 SMALL BE ASTM A-307. 11. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRENGTHS MAY BE USED. 12. STEEL FASTENERS SHALL BE 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 IN 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: (PERTAINS TO LATTICE STRUCTURES ON DRAWINGS 97SCO2 AND 97LT01 THRU 97LT06.) 1. SEE GENERAL NOTES, SHEET 1, SECTION 4 FOR UVELOAD AND WIND LOADS. 2. OPEN LATTICE STRUCTURES SHALL NOT BE ENCLOSED. , NO. 2 , i/ 3F`0c .N NE S STAMP REVISION DATE REVISION LWU Engineering Services 1140 All Pro Draw E➢rAorl, IN 48514 r' °1 KG I ICOO ES EVALUATION REPORT NO. ER -2621P I 1 .,,,..,1_0R.PmT GENERAL NOTES 97GN02 2 OF 2 No. 16273 c.o.6aa a JUN 14 2005 ®�" �cou s Q��S1v KA � F,y Q�G cy 'd SEE SCHEDULE FO FOOTING SIZE 'd' SINGLE SPAN ATTACHED CANTTL'YERED STRUCTURE SLAB -SEE NOTE # 5 ON SHEET 97GN02. FASCIA IGTH Vp,RIES ECTION 0�' AN PROJECTION PkOJ COVER P EL NG H VARIE5 us o: j3 n0. 162 �S * OVERHANG 75% OF 2 7�Q MiN. LENGTH MIN. LENGTH &JOINT COLI -MIN. SLOPE 0.4`/FT. NO FASCIA " STLCOL.TYP. SPACING t+vCl� Sµp JUN 14 2005 T'd`T"d" -d" 1/2'0 STEEL BAR °d } of#10Sq �ENEkS/ Tip SEE SCHEDULE FOR MULDSPAN ATTACHED STRUCTURE FOOTING SIZE — "d" 'KG IS TYP. CUBE SIZE COVER PANEL r! '_.'• .�'. . NONE �Q� Z FASCIA HEADER N w 97SC01 0 1 OF 2 EERS STAMP ASCA HEADER ytNGLE SPAN ATTACIMED STRUCTURE INSTALL D INSTALL COLUMN COLUMN t, VERTICAL VERTICALL ROVIDE 1 1/2 -.'DRAIN OPTIONAL 3 1/2' ROVIOE 1 1/2' r _T CONCRETE SLAB 'd- l SEE NOTE If 5, J SHEET 97GN02. DRAIN OPT. 3 1 CONC,. SEE NOTE �•5 ON SCHEDULES _ y = SEE SCHEDULE FOR SHEET 97Gn02. VARIES. SEE FOOTING SIZE LENGTH CgNTIL FASCIA E SAgN .. C - ?PA FOR COLUMN SPACING SEE TABLES 2.1, 2.5. 4.1 OR 4.2 VARIES. ND tENGSH LENGTH 75' ASCI MIN. IT EER- M &ATE OVER PN 0 0 HANG. H BEAM 1/2'0 STEEL BAR ® 18' �j 25R COL. LONG ;w _ SPACING INSTALL - � COLUMN VERs _ E NOTE 497 SHEET 97GN02. f 'd SEE SCHEDULE FO FOOTING SIZE 'd' SINGLE SPAN ATTACHED CANTTL'YERED STRUCTURE SLAB -SEE NOTE # 5 ON SHEET 97GN02. FASCIA INTERMED. BEAM COVER P EL MAXIMUM �- = OVERHANG 25% COLUMN " STLCOL.TYP. SPACING 2 NSTALL CO VERTICALLY �� � JUN 14 2005 T'd`T"d" -d" 1/2'0 STEEL BAR °d ® 6" LONG Tip SEE SCHEDULE FOR MULDSPAN ATTACHED STRUCTURE FOOTING SIZE — "d" 'KG IS TYP. CUBE SIZE PROVIDE 1 • 1/2" I _ SEE SCHEDULE FOR DRAIN J FOOTING SIZE 'd' = TYP. CUBE SIZE' PROVIDE 1 1% OPT. 3 1/2' CONC SLAB . d DRAIN SEE N07E 5 ON - d" "d" - - .' -- OPT. 3 1/2" CONC. pFESSIQry\ SHEET 97GNO2. MULTIM ATTACHED CANTILFyF7iF(1 STRUCTURE NGTH VARIES FOR COLUMN SIZE SEE 1 `COLUMN SCHEDULE" NOTE: PATIO WIDTH VARIES W/ SELECTION . OF HEADER, NUMBER OF COLUMNS FASCIA COVER AND LOADING CONDITIONS. SEE HEADER PANEL NSTALL COLUMN SCHEDULES FOR MAX. COLUMN SPACING. VERTICALLY PROVIDE 1 1/2 R J 1/2' CONC. 'd' i - SLAB. '2 -SEE SCHEDULE SINGLE SPAN FREESTANDING STRUCTURE PLACE 1- 1 /2'OX6FOR FOOTING SIZE. '5 L ''�' BAR AS SHO N 'd SEE SCHEDULE FO FOOTING SIZE 'd' SINGLE SPAN ATTACHED CANTTL'YERED STRUCTURE SLAB -SEE NOTE # 5 ON SHEET 97GN02. 'a NO. 16273 * E,D•63p OT CIVIt DATE REVISION DATE REVISION JUN 14 2005 N0. C.:a� +� Engineering Services 1140 All Pro Drive Elkhart, 111 46514 Tip 'KG ICBG ES EVALUATION REPORT NO. ER -2621P r! '_.'• .�'. . NONE EART STRUCTURAL CONFIGURATIONS NAM 2/8/2000 N w 97SC01 1 OF 2 EERS STAMP Jif 8' ALLIN. BOX BEAM OR 3'X 8'X 12 GA S'ii1 'C' BEAM NEW LATTICE OVERHANG 16' FOR 1 1/2' X 1/2') OPT. 3 IAR- SEE2NOTE S1 5 ON SHEET 97GN02 SINGLE i LATTICE SUR 15T C U MULTISPAN FREESTANDING 1-1Ism ALONE �� SEE ,f IOT 5FOR 1 E E ❑`HANG— 2HANG —• RNTER NOTE; SEE TABLES 4.3, 4.5, 53 AND 5.4 6' MIN. O'HANG . SEE RAFTER NOTE COLUMN HT. el TISPAN FREESTANDR& innti� ainw�un� cJ d/, �. 6 �6 CIA Sit 8'X 17 GA. STEEL "C' BEAM FOR BEAM { DETAIL, 97LT + { SEE SHEET 97LTC3, DETAIL 'L23'.{' 1 OPT. 3 1/2' CONC. SLAB—� fAP FOR FOOTING SIZES SEE SCHEDULE —Z III 61_ .d. 2' X 6 1/2" OR 3" X S' ALUM. RAFTERS 0 24' O.C. 0.018E x 1 112" x 1 1/2' 'I o1WIG 2576 Of 0 3" O.C. MINIMUM OR x15• COLUMN SPAgNG 2 'x 2" ®4" O.C. MIN. ; ��•k(* SEE SCNEDUIE FOR� COLUMNS. ALL COLUMNS ,qiT MAY HAVE MORETO BE INSTALLED THAN Y. OPT. 3 1/2' CONC.>!p c 2 COLUMNS. SLAB. 3 1/2' CONCRETE SLAB. SINGLE SPAN FREESTANDINLATTICE STRULTU G FREESTANDING STRUCTURE ATTACHED STRUCTURE TRIBUTARY WIDTH (TW) DIAGRAM F1AI'TER SPAN JA STAN) OR MORE SPANS /1' X 6 1/2' OR 3' X 8' ALUM. y RAFTERS O 24' O.C. A *,Ire LSE�.kv i911, OF CLEAR SPAN RAFTER NOTE PLACE 1- 1/2' OX 6' « No. 16273 STL BAR AS SHOWN E .0. b•!0 It SEE SCHEDULE FOR VI FOOTING SIZE. mug:• '�► No. 16273 E-1. &30- vT-/ JUN 14 2M v TW a T /f ��✓ l�PR 18 20 c® cm v oWc N0. 6 0 ^' pp�m �aX 1140 ll Pr Services ����� ��1140 All Pro Drlw6Xf- ' l 3�� '� Elkhvt, IN 48314 A �' AJF ICBG ES EVALUATION REPORT NO. ER-2621PV. DRAYNING (� NONE EST STRUCTURAL CCI FIGUWONS NAMF CINE STAMP 2/15/2000 97SCO2 S"EL2 OF 2 THOS PAGE LEFT INTENTIONALLY BLANK : �eaz 1140 T AL1 PRO DRIV M ELKHART, IN 46514 1080 ES EVALUATION REPORT ER -2621P BUNK PAGE DA7E: 2/8/2000 APER 18 200 JUN 14 W 2 ITU x f ROOF PANEL DESIGN 3 11r x tr ROOF PANEL DESIGN WAD T SPAN IDR PATIO STRUCTURES ;NSF) (N1 W i LIVE PANEL 10 17HEIGHT 1r4" 177 LOAD T 70 90 OVER f-11' (NSF) (A'U) wH LvH HANG C -4- -!25 10 0.018 16-T tf-r T-10- 0.078 17-1" 0424 ifd 1f4r f -r Fd Fd CM tad tad Fd -lad' S r 0.0.16 21V' 21'-! f-ta 20 0.016 11'-11' 11'-11• 6-0' f-101' 17d oAx 0.024 134r Mr fd OA1e fd 0.032 76-11" 16.11• Td' fd• Fd CAM /T4 1r4 r-101 tF-r 2S 0.018 tad lad- ••-r V -I* 0.024 DA21 17d 12'J' 5-11' 3o oms 0.032 tr.I 14.4' T4 OA20 fd OA36 I 1s -c 1S -r T3 Fd I 30 0.018 f- W F -W 4'd ird S -r 0.024 1 11'1' /1•a' SS f4 40 OAST 17-11 1J-1' f-! Cr 0.020 0.036 141d 141d- 6-101 40 0.016 f-7, f•r r-1' 0.032 117-2' to -r OM4 9-10' F-ia r1" 17-11 6S 0.1M 1Pd 111d Sd t"C' ome 17-T 17-T I s-11" r4- 00 DA1e T -1•T-1' 1"4' 7.4' OA32 fd OA24 9.11f-1' 7.1P f4 F4 0.032 Fd fd 4d ' CAM 101-r 101-t' 4-10' 2 ITU x f ROOF PANEL DESIGN SPAN FOR PATIO STRUCTURES LNC PANEL 17 HEIGHT WAD T 70 so OVFA ;NSF) (N1 W i wH HANG 10 0.018 1r4" 177 fd• (PS") Dim 14d 14.4' f-11' 11"-i 1" OA24 16-r iftir 7-19r. C -4- -!25 0102 ird 1f4r f -r fd 0.078 17-1" 1 1F4' f-11• 20 0A10 Fd Fd rd 0.036 0.020 101d -lad' S r 7-1- 0.924 11'd 112- Sd 194r 0A32 14.1• 14'-1' f-101' 17d oAx 15•-t' is -r T -r 25 OA1e fd f4' f -r 7-r OA2o fd• Fd fd IF -r I 0.024 m -r tF-r 5-1" F-10' 0.032 174r 174r V -I* 0.024 0.038 I tr-T I 17-r f -T 3o oms 7d Td s -r 17-1' OA20 fd 64r 4-1- -rOA24 144 OA24 Fd I Fd 44r 40 OA32 ird ird S -r r -r 0.076 174r Ir -D' f4 40 0.018 S-101 5-10' 2'4r Cr 0.020 f•11' f-111 7.31 fd• CJ24 fd fd for 641' 1 0.032 117-2' to -r 4-10• r -r DAN 101.11" 17-11 6S IG 0.018 'r -l- 4Lr t"C' 0.020 " fd 7-r r4- OA24 T4 rd 1"4' 17-1' OA32 fd fd 44 0.0.18 f4 F4 43 3 MT x 1r PAUL ALLOW. DESIGN SPAN: 2 1/1" X Or ROOF PNL FOR 008iERCIAL STRUCTURES FOR COkOW-RCXA LIVEJPANIEL POR COLIMRCML STRUCTURES EXP. B EXPOSURE C t44X LIVE LOAD T 7090 70 90 OVER LOAD (PSF) (M wH 1 WH MPH HANM (PS") IAXMBAII ROOF HEIOHT 1f MAXMI 20 0.018 11"-i 1" 11'-11" • 11-• 641' 20 C -4- -!25 0.02! 13d ird 17.1" fd 0.016 101-11" 11.11' 10-11" OA32 15-11' is -11• 15d Td 0.020 0.0140 1014 lar 0.036 1f-11. 1f-11• if -r Tr 7-1- 2s O.D18 fad tad 194r S-2' 7.1" 0.024 17-r 17d 17-r S-11' 25 TdTdd 0.032 14'd Tf4' 14* -r 6-11' 7-r fd 0.076 I 1s -T I IT -r IF -r I T -T rd 30 0.016 F-10' 9-10' 91.10' 41d 17d tr 0.024 11.3 11'-r 1/'.T 6d1 Seto' s' -fa 0.032 17-1' 13.1" 17-1' f-!' 30 0.024 0.036 144 11'-0' 1 -rd 94r 101-r 40 0.01e f -r f -r f -r r -r to -11' 0.024 7-10' F-101 F-ta• f-e� 1'-17 0.020 0=211•d• Cr 11'd' 1Ta' Sd fd fd• O.CM 1 17-2' 17-1" I 17-7 1 641' 1 40 eo 0.016 T -l* r -r r -r T-1" ' OA24 V -r V -I* f-1' 3-19' CAM Fd fd Fd r4- 0.036 101-1' 17-1' 101-1' r -1P TABLE 1.6 60 2 Irr. 12• BTM PANEL ALLOW. SPAN POR COLIMRCML STRUCTURES LN/E PMIEL EXP. B '-UR- C TAAX LOAD T MW 70 ID OVER (NSF) '(NI W" W" tori HANG ukxmjm Roos HEIGHT 1f ta,r f -to' 20 OA720 fd Fr fd 44 Sd 0.0149 12'-1' 17-1• 17-1- C -4- -!25 z5 0.0120 r-1' T-1" T-1' rd 15-1' 0.016 101-11" 11.11' 10-11" f4 30 0.o12o f4 f4 F4 7-f 0.020 0.0140 1014 lar 1011 34r 40 0.0120 f -r 4-7" r -T 7-1- to -r 0.0140 f -c f-' f-' rd so 0.0120 3.1" Fr 7.1" 1'd• I 0.0149 f -r f -r f -r 2.-11• PANEL EXP. 6 EXA'25URE C eMX T 70100 70 >n OVER (N) MPH wH 1 1 MPH 1 HANG N ROOF HEIGHT 18' 0.010 Fd F4' F -r 46 0.020 tad- 1P4- ta,r f -to' 0.024 I rr 11'8 11'4' Sd 0.032 tf-1' t1"-1" 17.10' fd CAM 16-1' 15-1' 1!•11• T-1' 0078 f4' ' 64' 64r 4-- 0.020 Fd Fd' F4• rd OA21 101-T 1a•r to -r S-1• 0.032 174r ird 17d a-1' 0.036 t1" -T I 1r -T I 13-T 6-T 0.018 TdTdd 20 Td S -T 0.020 0`41'0`41'fd 7-r fd 4'•1• 0.024 Fd Fd 94' rd 0.032 r 71'd 11'd 6-T 0.036 17d tr 17 17d f4 0.018 s-ir Seto' s' -fa rd 0.020 f•11' f-11' f-11• 74• 0.024 fd' fd V4r 44 OA32 101-r to -r 101-r !•-i0- O.Oif 101-11' 101-11' to -11' S.T OA16 f -r 1"-r 1"-1• 1'-17 0.020 4P Cr 44r 7--r 0.024 fd fd• fd 7-P 0.032 fd rd Fd r4 0.036 F4 fd F4 !J' ALT. 21!! x 17 ROOF PNL ALLOW. SPAN FOR OWIRCNL STRUCTURES LR2PANEL 6 EXP. B EXPOSURE C MAXLOAD Z-11- T ?090 1 70 1 90 OVER (PS 0.032 I LWH 8PH LPN HMIG ROOF HEIGHT 1f 20 0.0111 f-2' f -r T•11' 7d 14 OA24 1811• I 101-11' lar 6-1' OA32 174r 17.6' 17d Sa' DA3e ird• 13'4r ird f-1" 25 0.01E 1"4' Td T -r dd 0.024 F•tO• 9•1T f-101 4w 0.072 11'd trfi 1111" S+T OAM 17-r 17-7' 17-T Sd 20 0A1e fw fd fd 7-r OA?! F4 F4 F4 rd 0.032 11"4 11•4r 11.4 54 CAN 71'-ta 11'-10' 11•-1P S-• 40 o.Ote 5-11" 6s rd mm r -t 1" T -t 1• T -t 1" rd - Dim F -T f -r f -T rd OM81 10 4r lar tar 4'-10' 60 OA18 'm1" f-1 /' 'm I. 7.T 0.24 fd fd fd 3-1• 0.0327-1 1" T-1 Y 7-1 r Yr C= f4 914 914 r -r It I AD= 1.111 DAMN T[1 VAMFI GLRFMM PANEL T (IN)70 910 SMRS FASTENER SPACING WINDLOAD PATIdEXP 6 EXPOSURE C 00 70 90 0.018 6 S 4.13' Z-11- 0.024 11' S£ 66• 3-11• 0.032 14 64' 69' S -r 0.036 14 6�' 6� 5-r O.Ot2 14 es 601 s z • TABU: 1.1J l'� APR 18 2001 2.25 L_ N-6.00' OA �2-�1/2 x 66"" ROOF PANEL 'j 2.464�I�!��� F 12.00" �IVi/ ` @ 2 1/2° X 12" ROOF PANEL n 2.10' OC 2 1/2" X 18" ROOF PANEL 3.500. \ 12.00--i OD 3 1/2" x 12' ROOF PANEL 2.y375 `�//j� 12.00• 'i7 10ALTERNATE 2 1/2" x 12" ROOF PANEL 00 Amerimax SUBIM PRODUM PIC 1 140 ALL PRO DRIVE 1'LKHART. 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St 32 E T 6 6.1' 25 29 D 15'-101 31 31 E 2T-101 SI 34 F 1Z•11' 91 31 E 75'd 473 33 E S D 5'•/01 25 23 0 1547 32 33 E 214 35 35 F 17-2 S1 31 E 1f-101 m 33 F 9' 10 ST 25 N E IfT 33 33 F m'-7 37 37 F /1=T 33 33 E 14'.01 34 34 F 10 it Sd 20 25 E 1f1 34 34 F 19d 37 37 F 11'T 33 33 F 1Bd Be 35 F 71. -r 13101 34 34 iv.r 38 Se F i -T 34 34 F 17-ur >6 >S F 17 6 1 C Pd 1 1 c 3 SS 23 m 0 7Sa7 20 27 E TBS 30 30 E SS 22 17 D S e S-101 22 20 0 121 29 20 E Ir -7C 3t St F B 7 S -T 23 21 E led 31 S1 E 19-111 35 33 F 111-01 S0 30 E 1ST 33 33 F T 6 S�7 23 22 E LT -101 32 32 E 79-1' 38 38 F 10•T 32 22 F 17-10' 34 31 F S 0 S-17 25 23 E IS -r 34 34 E 1B -r 39 30 F 1OT 33 33 F 1r•T 38 N F 9 7 f-1 ' E •t 34 34 1TT 40 F 9d ]4 34 F 1'87 35 35 F ' COL GaLtl AW ATTAcom pi O lfMRlIO COL HIaR A 0.0N -ii NWCOli4N ll'� NA a0r, t tQe3 I ALLAHa1 SCROLL OOtMLA 41101 8 l.rt "imAL wcoumm 11-c C TCUDWEIIIEVALIA&GAW 'Z4r D FUREPCOLLAWALLIM.AAftr 174r F 0.D1I C1EELOMr trd F COLAN trd O mER caum l2awa trd M STEEL COUGH trd A *TM DOuAM 17- wu4WnavcDlAL raR FREEdTA1.e1[i aT1.ICitAtESN0./f01MFONTE OOUAN3 FOIE MIAlH3PAI13TR1A:1L11E8 o H f cs E •T LAW LBM1COalY11l 0 7 1atT F /pW1L CClAYIN AMHL OOIlA4l 113g1N W tr lNll C011YIIE)6M TAKE2.4 ALL CCl1A145 WY E REP ACED W7MA dfRpIW COUJIM W MY ER@MCEC 1M N rM" 6e AB{ACEDM.C.I. HRC. VL Lm NTIMPOIATIW FOA ALL CALLLILA-.4 P a ALLOOM GENBUL METHOD FOR USING THESE TABLES 1 01005E FREESTANDING OR ATTACHED COMMERC AL OR PATIO STRUCTURE 2 CHOOSE PN6EL71O. WDTK OVERHAND. WED LOAD AND UNE LOAD. 3FUD TRIBUTARY WIDTH FROM TABLE 26 AND DRAWINGS ON "' OF'STRU7CURALW761GL/RATIOW 4 CHOOSE A PANEL FROM SHEET 7 THAT NAS ADEQUATE CLEARSPAN FOR YOUR 1EE0.5. 5 CHOOSE A HEADER FROM 9EETS Z5 THAT MILS ADEQUATE COLUMN SPACM e USE THE FOOTER SIZE SHOWN. 7 FOR 6a4GLE SPAN ATTACHED PATI. USET W POST SHOWN. LOOK AT THE TABLES PROVIDED FOR ALL OTHERS. 6 FOND THE OC SPACING OF WALL COe4ECT1ONS ON TABLE 8 5 0 FOD THE NUMBER OF PA E& TO HEADIER FASTENERS ON TABLE A OF 070001 DETAL *AE. 10 FID THE APPROPRIATE DETAILS ON &TOM TO o7CON. FOR OONQRETE INTI SLAW FOLLOW 41 ABOVE 5 CHOOSE A COLUMN LENGTH F 09640 COLUMN 1A-Wr OR 10d7 e FM THE MA70LAM COLUMN SPACM ON SLAW FROM TABLE 2.1 T CHOOSE A HEADER (TABLE Zt OR 151 THAT WAS THE SAME OR GREATER COLUMN SPAC940 FOR THAT TRIGWDM AND LIVE AND WIND D LOAD 6 USE COLHUNTYPE 4' OR STRONGER (UNLESS USM COLU174'Al 0 FCl3DW STEP 6.0 AND 10ABOVE PROL p'TL e 7 B I s 10 11 12 13 14 15 1e 17 18 19 m 21 22 23 24 25 m 77 28 m SD ST 32 33 34 36 SIT 37 sa 39 40 41 TRIBUTARY!r MS FCR SINGLE SPAN ATTACHED STRUCTURES - - OVERHANG LFI) 0 1 2 3 4 6 . 7 3 CF MAILSPA@K7 O.me,p. SZE AND COLUMN TYPE FOR PATI APRIAIKMS reewtea 0.ov.rar®AOS Q0.r. 7aIIEADEII FYA NA 4Mll WA ..tr COG WO1E1 .41A 006 LOAD W YTH 5 WA WA "a ATTACH® fl10E A7TIIOED t:OUAN "WE AnALT® FIR S 5 S►AC6i PT11 w PTR Fin ASL ITR RIU w WA WA WA Y Y am Y v COL Y Y COL a fF71 WA WA I.0 HYPE H.6 016 lYR 4'11 HYPE S T94.o eAlWwsEt!D LEIS NNW 1r WA NA WA 8 10 4d/2 -r 27 23 A /4'-T 26 4 6 7d1 v 29 B 9 sT t0T 20 23 6 1r -T 77 25 0 1r-101 2e 24 B DO 6T U-101 25 24 B 11'd m 25 C 104r 2D 23 B 11 7T v -r 25 I 25 B 104725 11 25 c 10T ZS 0 C 10 Bal " 25 25 B ".11"28 10 28 C 9`41 20 2a C 9T TS 25 25 B v127 1$ 27 C B -1v' 25 28 c 12 90 64r 25 25 a 8-101 v 27 C emc 77 77 C 20 f.0' Bar 25 20 5T O-- 2e 21 C 9-7' 25 21 C 14 ST 6-101 23 2D B v-1' 25 22 C Bd 25 72 C 13 Bd Sd 22 20 a 871 25 23 C T-0 23 22 C 10 T4r4'-101 47 23 20 B Td 23 21 C TS 23 23 C 15 6d f-' 23 21 a BT 23 23 C 6T23 17 23 C 1e 9d 15 1e IS 17 Bd 25 A C Bd 25 24 C 17 1OdSd 1a to 19 'm to 25 24 1 C ST1 25 24 C 25 fT 6.1r D to 8 v -T 25 21 C IT -?,25 1e 2D C 19 ST 9-r22 21 19 B B,7 25 22 C Td b 21 C 16 64r f -T 22 19 B TS 23 22 C 7T 25 21 C 21 T4 22 23 19 2D V -T 23 22 c ed 23 22 C m BT 21 22 M D Bd 23 22 C ST ZS 22 C b VT 24 21 21 9-701 25 22 c 6,2 25 23 C LLI2j 104r 23 1 zs 1 24 1 2525 I f -T 25 22 1 c 30 fT T 22 1 B B.0' 25 20 C 7-101 Z9 1D C 5-M RT 22 1a B T -C 23 21 C TT 23 m C 64r e.r 23 21 C ed D 21 C 7T S -T 23 21 C S -T D 21 c 6T f•T 21 C f-701 29 21 c 4D fd !1 22 1G 0 bar D to C 6-1 ?r 18 54T Sd 22 19 c 5-701 22 19 C BT f -r 22 » C f-1 • 22 19 c 60 Yd fd 22 t6 C f -1r 72 C GENBUL METHOD FOR USING THESE TABLES 1 01005E FREESTANDING OR ATTACHED COMMERC AL OR PATIO STRUCTURE 2 CHOOSE PN6EL71O. WDTK OVERHAND. WED LOAD AND UNE LOAD. 3FUD TRIBUTARY WIDTH FROM TABLE 26 AND DRAWINGS ON "' OF'STRU7CURALW761GL/RATIOW 4 CHOOSE A PANEL FROM SHEET 7 THAT NAS ADEQUATE CLEARSPAN FOR YOUR 1EE0.5. 5 CHOOSE A HEADER FROM 9EETS Z5 THAT MILS ADEQUATE COLUMN SPACM e USE THE FOOTER SIZE SHOWN. 7 FOR 6a4GLE SPAN ATTACHED PATI. USET W POST SHOWN. LOOK AT THE TABLES PROVIDED FOR ALL OTHERS. 6 FOND THE OC SPACING OF WALL COe4ECT1ONS ON TABLE 8 5 0 FOD THE NUMBER OF PA E& TO HEADIER FASTENERS ON TABLE A OF 070001 DETAL *AE. 10 FID THE APPROPRIATE DETAILS ON &TOM TO o7CON. FOR OONQRETE INTI SLAW FOLLOW 41 ABOVE 5 CHOOSE A COLUMN LENGTH F 09640 COLUMN 1A-Wr OR 10d7 e FM THE MA70LAM COLUMN SPACM ON SLAW FROM TABLE 2.1 T CHOOSE A HEADER (TABLE Zt OR 151 THAT WAS THE SAME OR GREATER COLUMN SPAC940 FOR THAT TRIGWDM AND LIVE AND WIND D LOAD 6 USE COLHUNTYPE 4' OR STRONGER (UNLESS USM COLU174'Al 0 FCl3DW STEP 6.0 AND 10ABOVE PROL p'TL e 7 B I s 10 11 12 13 14 15 1e 17 18 19 m 21 22 23 24 25 m 77 28 m SD ST 32 33 34 36 SIT 37 sa 39 40 41 TRIBUTARY!r MS FCR SINGLE SPAN ATTACHED STRUCTURES - - OVERHANG LFI) 0 1 2 3 4 6 . 7 3 4 4 5 FYA NA WA WA WA 4 4 5 5 WA WA WA WA WA 4 S 5 a aWA WA WA WA 5 S O a 7 WA WA WA WA S 6 6 7 7 a WA NA WA 8 8 7 7 0 e WA WA WA 6 7 7 8 0 0 9 WA WA 7 7 8 a D 9 10 WA WA 7 0 DO 9 10 1D 11 WA 6 6 9 9 19 10 11 11 WA e D D t0 10 11 11 12 12 9 0 70 10 11 11 12 12 13 9 10 t0 11 11 12 12 1313 to 10 11 11 12 12 1$ 11 14 tD 11 11'2 12 13 13 ' 14 k t1 11 12 12 13 13 14 14 " 15 11 12 12 1313 14 11 1s 15 . 12 IS U 14 14 15 1S /e 12 1S 13 14 14 1s 1s to 16 1s 13 14 14 15 1s id 16 11 13 14 1115 le to 10 17 47 14 14 15 15 16 to 17 17 18 14 IS 15 t6 16 17 17 16 16 1s15 16 18 17 17 Y 1e 10 15 1e IS 17 17 to to 10 10 16 to 17 17 M 1a to 19 'm to 17 17 to t8 19 It 21) m 17 17 to 1D 19 19 20 m 21 17 1e to 19 19 2D m 21 21 10 /6 /9 19 2D m 21 21 22 16 19 10 20 m 21 21 22 22 19 19 20 20 21 21 22 22 23 19 2D m 21 21 22 22 25 23 20 m 21 21 22 M D 23 24 m 21 21 22 22 23 b N 24 21 21 25 23 24 24 25 21 1 22 LLI2j 23 1 zs 1 24 1 2525 THIS TABLE MAY BE USED FOR ORAL PATI OR -TRICE STId7cRERE9 APR 18 200.31 284 14 2005 LUILDiNG r)jV %SIO ,s 9 n cocccTAunnJr Awn ATTArucn rewucor-im lrmir naccc LNE LOAD TR® VAM 24'3' [ ' I \[Aw 28 Y I traAw 31 T I •EA.! 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28 21 14'-4' 333333 33 33 21'3 37 37 3) 37 37 16 20 r 243 30 32 34 35 21 29� 31 33 36 37 28 39S 33 36 38 40 29 20 4' 98 23 25 Z7 28 19 233 29 31 3t 3r' -T 24 3A'-1' 32 35 37 38 27 1' 27$ S 27$ 29 31 34 35 26 2641' 30 32 35 37 27 364' 32 35 37 39 30 25 S 9.11' 23 25 27 28 19 2a-10' 29 31 33 35 25 3a£ 32 34 36 38 28 S 31 33 6 20r-11' 29 31 33 35 27 29.4' 30 32 34 36 28 373 32 34 37 39 31 28 6 9-2' 23 25 77 28 20 19-0' 28 30 32 34 26 2T -1D' 30 32 35 37 29 6 32 T 19.1' 28 30 32 34 27 239' 29 31 34 35 29 29-10' 31 33 36 37 31 1T-10" T 74r 22 24 26 27 20 1T-7- 27 29 31 33 26 269' 30 32 34 36 30 T 34 9 19-1' 28 30 32 34 28 21'-11' 30 31 33 35 3D 27-11' 32 32 35 37 32 32 9 74r 22 24 26 27 21 16S 27 29 31 33 27 24'4' 31 32 34 36 31 9 35 9 1T-1' 29 29 31 33 29 2a$ 3D 31 33 35 30 26d• 33 33 35 37 33 32 9 6-0' 23 25 27 28 21 15*6' 28 28 30 32 28 279• 31 31 34 35 31 9 38 IV 16-2* 29 29 31 33 29 194r 31 31 32 34 31 25--T 33 33 34 36 33 21'-10' 1a 61' 23 25 27 28 22 14'-9' 28 28 30 32 28 21'-7' 32 32 33 35 32 1a 40 11' 15.6' 30 30 30 32 30 18'9' 31 31 32 34 31 21r9' 34 34 34 36 34 38 11' 64)" 25 26 28 30 21 14'-0' 28 28 29 31 29 20r -r 32 32 33 35 32 11' 41 17 14'-0' 30 301301321 69' 25 26 30 1T-11' 32 32 32 33 32 23S 35 35 35 35 W 38 12 S -T 32 26J Ni 30 21 13S 2a29321 1T3 38 38 3B 19-0" 33 33 33 34 33 41 41 32 1r-2' 31 31 31 32 31 1T3 33 33 33 33 33 27S 35 35 35 35 35 13 136 If 26 27 29 31 22 12-11' 2 38 3B 38 38 19-11' 33 33 33 34 33 33 14 tr 174r 31 31 31 31 31 I 16•T 33 33 33 33 33 21'9' 36 38 36 36 36 19 1r S-4' 1251 26 27 29 31 22 1ZS 39 99 30 21'3 43 193' 34 34 34 34 34 J1713 28 16 13-7 31,31 1Z -T 31 31 31 164r 34 34 34 34 34 21'4r 37 37 37 37 37 36 iSS-2' 36 26 2B 30 32 23 17 V 31T 2a -T 43 43 43 -T 34 34 34 34 34 30 19 17$ 31 31 31 31 31 15-6' 34 34 34 34 34 2a-4- 37 37 37 37 37 16T -T 26 28 30 32 24 11'•7. 31 1T -T 35 35 35 35 35 20 r 21r3' 30 32 34 36 28 29-0' 31 33 35 37 30 4a-1' 34 36 39 40 34 20 4' 9$ 23 25 27 Z8 21 23-r 26 31 33 35 28 3r' -T 32 34 37 39 32 4' 2a-1' S 27$ 3D 32 34 36 30 29-11' 31 32 35 36 31 .36-1a' 35 35 37 39 35 19d• S 6-11' 23 25 27 28 22 21'-1' 28 30 33 34 29 3a-11' 33 33 38 38 33 S 31 6 2a-11' 31 31 33 34 31 254' 33 33 34 36 33 374r 36 36 37 36 36 32 6 8'-7 23 25 27 28 23 193 30 30 32 33 30 293 34 34 35 37 34 6 32 T 19d' 32 32 32 33 32 23.6' 34 34 34 35 34 30r-3' 37 37 37 38 37 33 T TS 23 23 25 27 23 1T-10" 31 31 31 33 31 26,2' 35 35 35 36 35 7 35 9 16-1' 33 33 33 33 33 21'-11' 34 34 34 34 34 29-4" 38 38 38 38 '38 T -11T 9 T-0' 24 24 25 27 24 19.9' 32 32 32 33 32 24W 36 36 36 36 36 9 24 9 1T-1' 33 33 33 33 33 20'-8' 35 35 35 35 35 263' 39 39 39 39 39 :8 9 641' 24 25 27 28 24 169' 32 32 32 32 32 23-1' 37 37 37 37 37 9 IV 16-T 34 34 34 34 34 198 36 35 36 36 38 25.1' 39 39 39 39 39 30 to 6-4' 25 25 27 28 25 W-11' 33 33 33 33 33 21'-10' 37 37 37 37 37 10 r 11' 16S 34 34 34 34 34 18'49" 36 36 36 36 36 2,r-10- 40 40 40 40 40 S 11' 6-a' 25 26 28 29 25 14'3 34 34 34 34 34 2a-10' 38 38 38 38 38 11' 189" 12 14'9' 35 35 3b 35 35 1T-11' 37 37 37 37 37 23-1P 41 41 41 41 41 1T•431 1Y 69' 25 26 28 29 25 13-T 34 34 34 34 34 274r 38 38 38 38 38 17 32 13 1r-2 36 36 38 38 38 1T3 38 38 3B 38 38 22-10' 41 41 41 41 41 32 13 58' 28 27 29 31 26 13'-1' 34 35 35 35 95 19? 38 39 39 39 39 13 33 If 13'-8" 36 38 38 38 38 16-r 38 38 3B 38 38 27d 42 42 42 42 42 33 14 Sd' 27 27 28 31 132 27 1271 tr-r 35 35 35 35 35 18'-8' 40 40 40 40 40 1r 34 19 13-T 37 37 37 37 37 16d 39 39 39 99 30 21'3 43 43 43 43 43 34 15 S -T 27 28 30 32 36 1Z -T 36 36 36 36 36 17-10' 40 40 40 40 40 15 35 16 129' 36 36 36 36 36 1Sa 39 39 39 39 39 2a -T 43 43 43 43 43 35 16 64r 28 28 30 28 11' 3' 35 35 35 35 35 1713' 41 41 41 41 41 16 w wrn urwunc 27 a. 31 32 21 1T-11' 31 33 36 37 26 263" 35 37 40 42 3D 4' 27-W 33 35 38 40 28 2r-11' 34 36 39 41 29 3a -T 36 38 41 43 31 S 2a-1' 33 35 37 39 30 27-4' 33 35 38 40 31 27-4' 35 37 40 42 33 6 19d• 32 34 37 38 30 tad 33 35 37 39 32 24'-11' 34 36 39 41 33 T lr-T 31 33 36 37 31 19-1Q 32 34 37 38 32 23-Y 35 35 38 40 35 9 15-11' 32 32 35 36 32 174r 33 33 36 37 33 21'-T 35 35 37 39 35 9 1S -0r 32 32 35 36 32 16-7' 34 34 36 37 34 217d' 36 36 37 39 36 IV /4'-2* 33 33 35 38 33 15-T 34 34 35 38 34 19d' 37 37 37 38 37 1t' 13$ 34 35 35 36 4 1S4T 35 35 35 38 35 16-1a' 37 37 37 38 37 iZ 13a 34 16 T -11T 26 28 14'S 36 36 36 36 36 19-1" 38 38 38 36 3813 EXPOSURES i7S 35 9 11'-2' 24 26 13-10' 36 96 38 36 36 it 4- 39 39 39 39 39tr 1a 174r 35 25 27 :8 a3s34 13-r' 37 37 37 37 37 164' 39 38 39 39 39 16 11'-T 38 24 13 17-10' 37 37 37 37 37 19-T 40 40 40 40 40 16' 11'-T 35 r-1' 26 28 30 iZr 37 37,37137137 19 T-ta' 26 1S -T 40 40 40 40 40 '0 8 90 MPH EXPOSURE B 7 70 MPH EXPOSURE C r 274' 2931 9 3/ 35 28 26-11' 30 32 35 37 29 3T-11' 33 35 38 40 33 S 217-r 29 31 33 35 29 29-01' 31 32 34 38 31 3S335 28 35 37 39 35 9 189" 30 30 32 34 30 27.9'32 9S 32 34 35 32 37-T 36 38 37 39 36 T 1T•431 9 31 31 33 31 21'-1' 33 33 33 35 33 299' 37 37 37 37 37 6 16-7 32 32 32 33 32 194r 33 33 33 34 33 2T-10' 37 37 37 37 37 9 1S•4' 32 32 32 32 32 19-r 34 34 34 34 34 263' 38 38 38 38 38 1 a 1 r4' 33 33 33 33 33 17.6' 35 35 35 35 35 2r-11' 39 39 39 39 39 it' 13-10' 33 33 33 33 33 16-10' 35 35 35 35 35 23.6' 39 39 311 39 39 17 13'3 34 34 34 34 34 16-1' 35 35 35 35 35 27.6" 40 40 40 40 40 13 tZ-W 34 34 34 34 34 15-r 36 36 36 36 36 21'4' 41 41 41 41 41 14' 17-7 35 35 35 35 35 14'-i t' 37 37 37 37 37 2a-10- 41 41 41 41 41 15' 11'-10" 35 35 35 35 3.5 14W 38138138 38 38 217-7 42 42 42 42 42 4' 94T 27 28 31 32 21 1T-11' 31 33 36 37 26 263" 35 37 40 42 3D V S 9.9' 27 28 31 32 22 16-T 30 32 35 36 27 23S 33 35 38 40 31 S 6 6-0' 25 27 29 30 23 14'-7' 30 32 35 36 28 21W 33 35 37 39 32 6 T TS' 25 27 29 30 24 13'-8' 29 31 33 35 29 19-1a' 33 34 37 38 33 T 9 6-11' 25 27 29 30 24 12'4r 30 31 33 35 30 16-r 34 34 37 38 34 8' 9 6-T 27 28 31 32 25 11'-11' 30 30 32 34 30 1T4r 34 34 36 37 34 9 to 6-2" 27 28 31 32 26 11'-4' 31 31 32 34 31 16-r 35 35 38 37 35 10 11' 5-11' 28 30 32 34 25 tag' 31 31 32 34 31 1S -1a 35 35 35 36 35 11' WIF PRO" • r [XtIIUD[0 wEApCw NAA CONS. fOGTFrT 51ZE LOAD S. FREESTMaNG--r ATT 9-11' TION WW W FOOTER Nr W) FTN ALL FOOTERS LISTEDARE CONSTRAIN 1r S3 SPACING 9-r 33 33 33 33 33 136 14'-0' 37 37 37 37 37 COLUW HEGH.- •� TO USE NONCONSTRAINED FOOTE RS 19 S-1' 30 32 35 35 27 eT IV 16 Tr 70 MPH EXPOSURE El SEE TABLE ON SHEET 2 OF 8 16 4'-11' 30 32 35 36 10 6-11 - 13-Y 38 38 38 36 38 19 19 19 D d 13 MPH EXPOSURE 8 9 ta4r 21 23 25 28 19 23'-5' IV 1a4I' 2D 22 24 25 19 28 30 33 34 29 11' 9.6' 21 23 25 26 20 29-7 34 34 35 37 34 1r 9-1' 21 23 25 26 21 T 13 8'A' 22 24 26 27 20 SIJ D�Vf PROWI.TB TNG 14' 8'S 22 24 26 27 21 117 5!4' 1S 9-1' 23 25 27 28 21 25 26 28 29 25 16 T-10' 23 25 27 26 21 13-T 1T 7..r24 12 25 27 29 21 70 MPH EXPOSURE C 20 9 1V-7 25 26 28 30 19 a x000l 9 1a4r 25 26 28 30 19 1a 1a -W 23 25 27 28 19 25 26 28 30 2D 1Z 9-1' 25 28 26 30 21 13 94T 26 27 29 31 20 tr 93' 26 27 29 31 21 19 9-1' 26 28 30 32 21 16 T -11T 26 28 30 32 21 tT I T -T 127129131 1 331 21 90 Y.PH EXPOSURES 20 9 11'-2' 24 26 28 29 22 9 1aS 24 26 28 29 22 1a 1a4T 23 25 27 :8 22 11' 9.8' 24 26 28 2S 23 tr 9-1' 24 20 28 29 24 13 9-9 25 27 29 31 24 1r 98 25 27 29 31 24 1S r-1' 26 28 30 32 25 19 T-ta' 26 28 30 32 24 1T I T -T 1271 28 31 1 33 25 90 MPH EXPOSURE C 20 9 11'-T 28 30 32 34 23 9 taS 28 30 32 34 23 to 117d 27 28 31 32 23 11' 9S 28 30 32 34 17 9-1' 28 30 32 34 _ 13 S`4r 29 31. 33 35 14' 9S 29 31 33 35 70 MPH EXPOSURE 8 AND C 25 9 iu4r 23 25 27 26 1 9 9S 23 25 27 28 19 1a 6-11' 23 25 27 28 19 11' 9-' 25 26 28 30 19 12 9-T 25 26 28 30 20 13 7'-1(' 26 27 29 31 20 14' r4r 26 27 29 31 20 1S T3 26 28 30 32 21) 19 T-0' 26 28 301 32 20 17 SS 28 30 321341 25 19-4' 32 32 32 34 32 15-2' 36 36 36 36 17 TABLE 3.2 13 S$ 29 31 33 35 26 9-11' 32 32 32 32 32 14'4' 37 37 37 97 37 13 ALL FOOTERS LISTEDARE CONSTRAIN 1r S3 29 31 33 35 27 9-r 33 33 33 33 33 136 14'-0' 37 37 37 37 37 1r TO USE NONCONSTRAINED FOOTE RS 19 S-1' 30 32 35 35 27 93 33 33 33 33 33 134 3) 37 37 37 37 15 SEE TABLE ON SHEET 2 OF 8 16 4'-11' 30 32 35 36 10 6-11 33 93 39 33 33 13-Y 38 38 38 36 38 19 J D d 13 MPH EXPOSURE 8 1ABLE 3.1 4' 94r 23 25 27 28 20 23'-5' 29 31 33 35 28 373 32 34 37 38 31 C jj() S 9d 22 23 25 27 21 21'-1' 28 30 33 34 29 29-11' 33 33 35 37 33 S 6 Td' 22 23 25 27 22 193 30 30 32 33 30 29-7 34 34 35 37 34 9 T 99' 22 23 25 27 22 1 TAIr 31 31 31 33 31 26-2' 35 35 35 36 35 T 9 64' 23 23 25 27 23 164r 32 32 32 33 32 21r -T 36 36 36 36 36 9 SIJ D�Vf PROWI.TB TNG 9 64r 24 25 27 28 24 15-9' 32 32 32 32 32 23'-1' 37 37 37 37 37 9 1140 ALL PRO DRIV� 117 5!4' 25 25 27 28 25 1r-11' 33 33 33 33 33 21'-10' 37 37 37 37 37 1a ELKHART. IN 46514 IC RD Es EVALUATION REPORT rF-2521 11' S•b" 25 26 28 29 25 14'.9' 34 31 34 34 34 2a-10" 38 38 38 38 38 11' NEAC{R PANS, COLUNR SPACln G. 17 S -T 26 26 28 29 26 13-T 34 34 34 34 2W.-IT 38 38 38 38 38 12 r roGTta sac AND coLuUN TTrt roa 13 C-11' 25 27 28 31 25 13'-1' 35 35 35 35 39 39 39 39 39 L3]2' 13 rRECS7ANDI NG AND ATTACNCD CONLIERCIAL ST CTURES 14' r-9' 26 27 29 31 26 17-r 35 35 35 35 10 40 40 40 40 14' a x000l 1S r -T 26 28 30 32 26 17-T 36 3836 36 40 40 40 40 40 1S APR 18 2003 JUN 14 2006 ` No. 16273 E,e 6-?G•oS MAR 0 4.Y rI co IrV[Lnntr rv[✓ n I . L4A CONs. romk7i s¢E LIlMI rAEE6i An uv--4 -n 31 34 35 27 25.4' 30 32 r•t Nal SPACaIO OOKt, wmw b>g ST rut W/M1 SPAOII.' mis came�6� 1T 32 LOAD A W WiM wc o0.UlO1 fwA Cori. worm Z'= A Y Ir I71ato 110ECOt6 CDL- SPACJIIO wOIER 6lg IWIt"CO�FMODIZR mUM" 32 A7TACAIG V tT to v LUMV'RT er 1Tim - aPACAGC4 .sr aD 47' It' to N D MPH EXPOSURE 4' C 31 34 35 27 25.4' 30 32 34 35 29 366 32 35 37 31D 70 MPH EXPOSURE r C 27 28 31 32 21 Ir -11- 77 - Oo .sr aD - - ... - - W 278 33 35 38 40 Z8 24'-11' 34 38 38 41 28 30-T 36 38 41 43 31 25 4' 9-0' 23 25 27 2B 17 27.3- 29 31 34 35 24 37-3 32 34 37 39 27 r S 2a-1' 33 35 37 39 29 27-C 33 35 38 40 31 27-' 35 37 40 42 33 31 S 64' 22 24 26 27 18 20-10' 29 31 33 35 25 29-11' 31 33 36 37 28 S 6 164' 32 34 37 38 30 20'-4' 33 35 37 39 32 2r-11' 34 36 39 41 33 32 6 74' 22 24 26 27 19 1917 28 30 32 34 26 2T-10' 3D 32 35 37 30 8 T 170 31 33 36 37 31 16-10' 32 34 37 38 32 23-1' 33 35 38 40 35 33 T 68' 22 24 26 27 19 1T -T 27 29 31 33 26 256 30 32 34 36 30 T' 6 14.11' 32 32 35 36 32 17W 33 33 36 37 33 21'-T 35 35 37 39 35 31 31 IT 6W 22 24 26 27 20 167' 27 29 31 33 27 24'-1' 31 32 34 36 31 8 9 15-0' 32 32 35 38 32 16-T 34 34 36 37 34 201 36 36 37 39 30 32 9 6-C 23 25 27 28 20 15.61 28 28 3D 32 28 276 31 31 34 35 31 9 10 tr,7 33 33 35 36 33 15'41P 34 34 35 38 34 19-4' 37 37 37 38 37 11' 10 94' 23 25 27 28 21 tr-A' 28 2B 3D 32 28 '21'-r 32 32 33 35 32 10 11' 174' 34 34 34 35 34 1547 35 35 35 36 35 16 -IV* 37 37 37 37 37 1t' 11' T -T 25 25 26 30 21 1r4r 28 26 29 31 28 20-r 32 32 31 35 32 11' 17 174r 34 34 34 35 34 tr8 35 35 35 95 16-7' 38 38 38 38 38 35 17 S-2' 25 26 28 30 22 138 29 29 29 31 29 194' 33133133 19-10' 39 34 33 17 17 178 35 35 35 35 13-1p• 35 36 35 32 35 1T6" 38 38 38 38 >8 37 17 4-11' 28 27 29 31 21 17-11' 29 29 29 31 29 19-11' 33 33 33 34 33 13 1./' 176' 35 36 36 36 35 13.4 36 38 36 36 36 166 38 38 38 38 98 14'6 1r r6 26 27 29 31 22 178 30 3D 30 31 30 163 34 94 34 34 34 14' 15 11'-T 36 38 38 36 36 17-10' 36 36 36 36 36 16-7 39 39 39 39 39 16 15 r -T 28 28 30 32 7l 17-v 30 30 3D 30 30 1T -T 34 34 34 34 34 1S 30 4' 21'-1' 29 31 34 35 27 25.4' 30 32 34 35 29 366 32 35 37 31D 32 25 r 9.47 27 28 31 32 21 Ir -11- 77 - Oo .sr aD - - ... - - w y.. �• 32 S 16-10' 28 30 32 34 28 27-Iff 30 31 34 35 30 373' 34 34 37 39 34 36 39 5' 6-0' 25 27 28 3D 21 16-0• 30 32 35 36 27 23'.8'33 33 35 38 40 31 S 35 6 IT -7 29 29 31 33 29 20-10' 31 31 33 35 31 298 35 35 36 37 35 234' 6 T.4' 25 27 29 30 23 lr-71 30 32 35 36 28 21'8 33 35 37 39 32 6 33 T 19.11' 30 3D 3D 32 30 19.4' 32 32 32 34 32 2737 36 36 36 37 38 37 T 66 25 27 2D 30 23 13'-6 29 31 33 35 29 19-10' 33 34 37 38 33 .7. 31 9 1r-10' 30 30 30 32 30 18-1' 33 33 33 34 33 258' 36 36 36 36 36 34 9 64' 25 27 29 3D 24 12'4r 30 31 33 35 30 16-T 34 34 37 38 34 6 32 9 lr r 31 31 31 31 31 1747 33 33 33 33 33 24'7 37 37 37 37 37 156 9 64 27 28 31 32 24 11'-11' 30 30 32 34 30 :17'.4r34 Z3 34 38 37 34 9 32 19 13j 32 32 32 32 32 16-7 35 35 35 35 35 7l6 38 38 36 38 38 35 la 5!4' 27 28 31 32 24 11'4' 31 31 32 34 31 16-7' 38 36 36 37 36 10 24 11' 174' 32 32 32 32 32 158 35 35 35 35 35 21'-6 38 38 38 38 38 34 11' 68 28 30 32 34 25 106 31 31 32 34 31 15-10' 35 35 35 36 35 1t' 28 17 17-2' 33 33 33 33 ' 33 14'6 35 35 35 36 36 2a -T 39 39 39 39 39 11'4' 17 63 281301321341 3b 34 26 10.4' 321321321341 36 32 1S-7 36 36 36 35 36 17 2A 13 71'8' 33 39 33 33 33 14'-7 36 96 1 38 36 38 19-10' 39 39 38 39 39 17 13' 9-1' 29 31 33 35 27 9.11' 32 32 33 3S 32 1r8 137137137137 37 37 37 37 37 13' 11 4'-61 11'3 34 34 34 34 34 174' 36 36 36 96 36 19.1' 40 40 40 40 40 39 14' 4'-11' 29 31 33 35 26 9-T 33 3333 tVnrtclme 35 33 14'6 37 37 37 37 37 it EXPOSURE 1r tr 44' 25 27 29 31 25 17-7' 3s 3s 36 35 35 196' 40 40 - - - M ec x k - to 11 41 16 39 174' 31 23-1' 35 35 38 37 16 S 16-10' 32 34 37 38 29 27.4' 33 36 38 40 31 266 35 37 40 42 33 30 4' 9-7 Z3 ZS 21 ZC ZU Az+ zo au as .a. s. .,..� + .� y., y.. �• 32 - 9 6 1T-7 31 33 36 37 30 201' 33 35 37 39 32 258' 34 36 39 41 34 22 S Td' 22 23 25 27 21 217S 29 30 33 34 29 26-7 32 33 35 37 29 6 T 1S-11' 30 32 35 38 30 16-10' 32 34 37 38 32 234' 35 35 38 40 35 32 a 64' 22 23 25 27 21 193 30 30 32 33 30 264' 33 33 35 37 33 6 $ tr-1a 31 32 36 b 37 7741 33 33 36 37 33 27-1' 36 3s 38 40 96 31 7 6-7 22 23 25 27 22 17-10' 31 31 31 33 31 26-7 35 35 35 36 35 T 9 1r4T 32 32 33 35 32 16-7' 34 34 36 37 34 20-10' 36 36 37 39 36 6 6 5`8' 22 23 25 27 22 168 32 22 32 33 32 24--1' 38 36 36 36 38 9 10 131-0 33 33 33 35 33 156 34 34 35 38 34 i19637 38 37 37 38 37 21 9 5-5" Z3 25 27 28 23 198' 32 32 32 32 32 27.1' 37 37 37 37 37 9 11' 174' 33 33 33 35 33 IV4r 35 35 35 36 35 19-10' 37 37 37 38 37 9-7 10 S-7 24 25 27 28 24 11'-111 33 33 33 33 33 21' -IOP 37 37 37 37 37 10 17 17-7 34 34 34 36 . 1r8 36 36 36 35 35 18-1' 38 38 38 38 38 13 11' r-11' 24 26 28 29 23 14'3 34 34 34 34 34 20-10' 38 38 3B 38 38 11' 13 11'4' 34 34 34 3b 34 13-70' 38 36 36 98 36 1T-' 98 39 39 3B 39 r 12' re' 2A 28 28 29 24 13-T 34 34 34 34 34 217.0' 311 38 38 38 38 17 1r 11'3 35 35 35 35 35 13.4' 36 36 36 36 38 1e4r 39 39 39 '39 26 11 4'-61 25 27 29 31 25 13.1' 35 35 36 35 35 19-7 39 39 39 39 39 17 ... ,... I.e.,t„D..elroe 36 26 16-7 D /muou 34 tVnrtclme 38 r 2r -1T 34 36 39 41 33 90 MPH EXPOSURE tr 44' 25 27 29 31 25 17-7' 3s 3s 36 35 35 196' 40 40 40 40 40 1r 5 16.4' 27 29 31 33 27 19-161 2B 3D 32 34 26 ZT-e 32 32 35 37 32 30 r 6-Z' 23 25 27 28 17 Z74r " 37 31 3.3 33 a 35 v 25 28-7 31 33 36 37 28 S 6 14'-11' 27 28 30 32 27 16.7 30 30 32 34 30 24'-11' 33 33 34 35 33 22 S 7-41' 22 24 26 27 18 208 29 28 30 32 34 26 26.6 30 32 35 37 29 6 T 13-tv 28 28 29 31 26 166 30 30 31 33 30 23-1' 34 34 34 35 34 32 6 64' 22 24 26 27 18 19-M 27 29 31 33 26 25-7 30 32 34 36 3o. _ T 6 12'-1/' 29 29 29 31 28 15-3 31 31 31 32 31 21'-r 34 34 34 35 34 31 T 6.7 22 24 26 27 19 /T -T 168 27 29 31 33 27 2r-1' 31 32 34 36 31 6 9 177 30 3D 3D 31 30 le -10' 31 31 31 32 31 .2176" 35 35 3E 35 35 6 9 Ss 22 23 24 25 25 27 27 28 19 20 164' 27 28 30 32 27 226 31 31 34 35 31 9 10 11'-7' 30 30 30 30 3D 14'4r 33 33 33 33 33 194' 38 38 36 36 36 21 9 to SS 9-7 23 25 27 28 21 tr-9' 27 28 30 32 27 21'-r 32 32 34 35 32 la 11' 11'17' 3D 3D 30 30 3D 138 33 33 33 33 33 198' 36 36 36 35 38 9-7 27 28 31 26 26 30 2D 1r4' 28 28 29 31 2B 217-7 33 33 33 35 33 11' 17 IU -r.31,31,31,31, 11' T6 28 30 31 17 -iv 33 33 33 33 33 Ir -11' 37 37 37 37 37 13 It' 13 4'-11' 4'6 r826 25 25 28 27 281301 29 31 21 21 176' 1741' 28 28 28 28 29 29 31 31 28 28 196' 16-11. 33 34 33 341341341 33 34 33 34 17 17 0 MPH EXPOSURE 40 C17 7-11' 25 27 29 30 20 9 74 Z7 28 31 32 21 r 164'32 T-1' 34 37 38 27 27333 35 38 40 28 30-T 36 38 41 43 31 S 16.4' 31 33 36 37 28 19-10'32 a-7 34 37 3B 29 27-4' 35 37 40 42 33 27 1r rs 26 27 29 31 22 17th' 29 29 29 31 29 163' 3513 28 35 35 20 1r 8 , it -11' 30 32 35 36 26 16-7 32 34 37 38 30 2r -1T 34 36 39 41 33 90 MPH EXPOSURE C 31 32 21 1T-11' 31 33 35 37 26 26.3 35 37 40 42 30 r T 13.10' 29 31 33 35 29 166 31 33 38 37 31 23-1' 35 35 38 40 35 30 r 6.7 r-4' 27 25 26 27 29 30 21 16-0' 30 32 35 36 27 27.6' 33 35 38 40 31 s 6 17-11' 30 31 33 35 30 15.8' 32 32 35 38 32 21* -7" 35 35 37 39 38 6 64' 25 27 29 30 22 Ir -71 30 32 35 38 28 21'8 33 35 37 39 32 9 9 17-- 31 31 33 35 31 1r -1v 32 32 35 36 32 tar 36 37 36 37 37 37 39 38 38 37 6 T 9-7 25 27 29 30 23 17-C 29 31 33 95 2B 19-10 33 31 37 SB 33 T 10 11' 11'-T 1111T 31 31 31 31 32 32 34 34 31 31 1r-0" 138 33 34 33 34 33 34 35 35 33 34 194' 196 3B 38 38 38 38 8 5$ 25 27 29 30 23 174' 30 31 33 35 30 16-T 34 34 37 38 34 8 17 1a -T 132132 132 341 32 1 IZ-10`1 34 134 34135 1 34 1T-11' 38 38 38 135 1 36 1 9 9-W 27 28 31 32 24 11'-11' 30 30 32 34 30 17.61 34 34 36 31 34 9 1' 15-0' 30 32 $ 36 25 183' 32 94 37 98 27 2S -T 3l 36 99 41 30 10 5'-7 Z7 28 31 32 24 11W 31 31 32 34 31 le -r 35 35 36 37 35 1a S 1316 29 31 33 35 26 163 31 33 36 37 28 ZZ -161 33 35 38 40 31 11' r-11' 28 30 32 34 24 106- 31 31 32 34 31 15-10' 35 35 35 38 35 11' 6 173 29 31 33 35 27 14'-iQ 3D 32 35 36 28 27-10' 33 35 37 39 32 17 4'6 28 30 32 31 24 10.4' 32 32 32 34 32 15-7 r -% 37 36 37 36 37 36 37 36 37 17 17 T 11'-4' 28 30 32 34 26 138' 30 31 93 30 1$-r 3." 3d 37 3B 17 r4' 29 31 33 35 25 9.11' 32 32 32 33 32 33 32 33 I C 1r -v 37 37 37 37 37 1 14' 9 117-T 28 30 32 34 28 17-iP 31 31 33 35 31 19-1' 34 34 37 38 34 14' 4'8" 7* 29 25 31 2729 33 35 30 26 20 9-r 1T-11' 33 31 33 33 36 37 26 263 35 37 40 42 30 4' 9 tad 29 29 31 32 29 17-7 33 33 33 35 33 1T4r 34 34 36 37 34 40 r -7 20 164r 30 32 35 38 27 274' 33 35 38 40 31 S 1a 98 30 30 31 32 3D 11--f- 33 33133 34 33 16-7 35 35 36 37 35 S 6 BJ' 5-10'23 25 27 25 29 27 30 28 21 1r -r 30 32 35 36 28 21'-r 33 35 37 39 32 6 TABLE 3.1 - T sal 25 27 29 30 22 134'. 29 31 33 35 29 19-1v 32 34 37 38 33 r 6 5.0 25 Z7 29 30 23 174' 30 31 33 35 30 16-T 34 34 37 38 34 6 ' 9 4'8' 27 28 31 32 22 11'-11' 30 30 32 34 30 1T$ 34 34 36 37 34 9 ` - 7n A'� 77 9N 11 12 23 11'4- 31 31 32 34 31 16-T 35 35 35 37 35 10 my PNO . I/9 tATRYD[D N[wD[e KAX CONI FOOTER FREEST Low JCC- SPAN 7m cxum lSTmcw. DETPJLxendV I A raorFA C E 3- CLOVEREAF STEEL OOL 12'0' SPAOIO F 3' SQUARE IFFM COLUMN iC-0' rYXNM110 115 V r SOIWiE STEEL COLUMN 16'0' 1S$ 6T /T 19 tI S SOUARE Sm -a COLUMN I W -T 90 MPH EXPOSURE 6' SQUAW STEFL COLUMN 8 16'0' 25 8 104T 23 25 27 28 21 9 98 23 25 27 28 22 10 6-11' 23 25 27 28 22 11' 84 24 26 28 29 22 17 8-7 24 26 28 29 23 17 T -1a 25 27. 29 31 '23 14' T$ 25 27 28 31 23 19 T3 26 2B 30 32 23 le T6 26 28 30321 23 90 MPH EXPOSURE C 25 6 104r 27 26 3132 21 9 98 27 28 31 32 22 10 6-71' '27 28 31 32 22 11' 9s 28 3D 32 34 23 17 6-7 28 30 32 34 24 13' T-t(r 29 31 33 35 23 UI' 7-6' 29 31 33 35 24 70 MPH EXPOSURE 6 30 6, 9-r 20 22 24 25 21 9 6-r 20 22 24 25 21 10 e-" 20 22 24 25 22 11' T8' 2123 25 26 22 17 TS 21 23 25 26 23 t3' TS 22 24 26 27 23 if 6.10' 22 24 26 27 23 15 6-r 23 25 27 28 23 90 MPH EXPOSURE C 30 9 9-7 27 28 31 32 21 9 8-r 27 28 31 32 21 10 6.7 27 28 31 32 22 11' T6 28 30 32 34 22 17 78 28 30 32 34 23 13 T-7 29 31 33 35 23 14- 6-10' 29 31 33 35 23 19 6-T 30 32 35 36 23 40 8 7-11' 25 27 29 30 20 9 74 Z7 28 31 32 21 to T-1' 27 26 31 32 21 11' 68' ZB 30 32 34 21 17 68 28 30 32 34 72 13 a-7 29 31 33 35 22 60 T 6-11' 25 27 29 30 19 6 68' 25 27 29 30 20 9' 6-1' 27 28 31 32 20 10 S -r 27 28 31 321 20 APR 18 2003 z �14v� / v 14 oi, E 1140 ALL PRO DRIV ELKHART. IN 46514 N)BD ES EVALUATION RLAORT LR -2671P N(ADLR SPUK. COLUMN SPACIIID. 70D�E ANN ATIAC O r0R rRCCS7ANODIG AND •TIES c NL, of 57 T s ore oArz: 3 3ooD JUN 14 2W5 MAXOAN COLumm HEIGHT COL COLUMN DESCRIPTION 9lKHF FREEST FOR ALL COLUMNS BEE SPAN OR MUL118PAN DETPJLxendV A7tCHED ATTACKED E 3- CLOVEREAF STEEL OOL 12'0' r -r F 3' SQUARE IFFM COLUMN iC-0' 1110' G r SOIWiE STEEL COLUMN 16'0' 1S$ H S SOUARE Sm -a COLUMN I W -T 16'01 J 6' SQUAW STEFL COLUMN I r4r 16'0' E 1140 ALL PRO DRIV ELKHART. IN 46514 N)BD ES EVALUATION RLAORT LR -2671P N(ADLR SPUK. COLUMN SPACIIID. 70D�E ANN ATIAC O r0R rRCCS7ANODIG AND •TIES c NL, of 57 T s ore oArz: 3 3ooD JUN 14 2W5 4.0 FREESTANDING AND ATTACHED LATTICE PATIO STRUCTURES 0."?. T x T aux BEAM DOUBLE 0.032x2".9 LOAD WIDTH MAX UNE lR8 NA70►O1N COLUMN SPACM TW STEEL C BEAN LIVE TFW MAXMUN COLUMN SPACING STS STEEL C BEAM LOAD WDIN FOR ATTACHED LATTICE ON SLAB MAIC CONE. FOOflG Sall LOAD '10tH FTR MN. NAIL CONS. FOOTM Siff SPACING FIR FTH Mal. SPACFN3 NFADERMUSTBE ABLE TO SPAN COl1AN FREE ATTACHED 9.11' 25 EADER MUST BE ABLE TO SPAN ... COLUMN FREE ATTACHED USI G COLMN'A' ALLOT/FR SPACING F7R Fm AN USW OOL M N W ALL FIR FIR MMMAALI TNpr a•". 40 DAM SPACMa MAIC LENGTH OF COLUMN s-10 0.042 MAX LE NG74 OF OOIt W COLUMNS V' •C COLUMN 26 17 LRHERS 1747 V' V COLUMN for tom eo• 15.8• 25 10-0' TONT e.v ON SLAB s TYPE 25 18 ON SLAB /r -r 28 TYPE A -elT 70 N1 2a 117 OR LESS A 6 TS 90 MPH 17 1T OR LESS /1'-t2" 28 20 10 f 21'-1• 274 25-r 2V -W 1 r 6.4' 23 10 7T •5'4 6-T 64 6,r 173 20 29 C S 16.10' tT-r 20'-6• 21"-0' 6-11' 25 21 A IF 4•d 11.11• S -r 5.10' 11'-11' 29 20 c A 6 19-1' t rr 174 178 26 23 A• IV rE 0r S8 54 11'-r 30 30 c 1C,r T 17.1' 17-T trr 154' X-C 27 22 C A 217 25 116 I 94' SJ• II -r 30 30 c S 6 IV -r 11'4 1711 1-7-1 . 25329 23 22 C 1173 21' 19 A• r-16' SO 4 11' 31 31 C 6.1' 6 9I' 9T 11'1 1 rr 24r3 26 23 C T 27 4.4- r.8' 1011 30 30 c 2D If 11'•1' 111E 174, 1sT r -T 23 10 6E 6.10' 1173 105 Z54 25 23 C If Tr 64 61 94r 21'•11• 25 73 C 23 S 6.10' 611 MOT 11.4 1z T4 7.11 68 6T 21'4 25 24 C 6 7.11 Tr 6-11- 9.11 15 A 10-r 26 17 is 6r 64r T-10' 64. 20-7 25 2S C 22 T 64' 6-r Tr T.15 IVO" 30 26 C 111 64 64' T-11 Td 191E 25 25 C 6 Sr ST 6r 6-16' IT-lir29 25 C 1 I S -r S -IP W -1P TT /6T 25 25 C 9 r-111 5-r S•tr 6-1- 16-19* 29 26 0 c 16 6-' SE 6E' 6-T 16-r 2a 26 c 10 6-15 r -T 6.11 Sr 15-11' 28 26 D 1T 64 F -T 64 6-r iT-r 2s 2s c C it• 0 r-10' S4 153 Za 27 D A 16 rr 4r-11' SAT 5.15 17.1' 26 26 C 17 4'-11122 fd f -T 111-r 28 28 D 79 (r SE 6r 16r 26 26 c' 17 23 17 c 1114 26 25 0 217 S-11 63 163 27 27 C 10 174r 28 28 0 611 21' 1 19 c 4-1P 64 16.1P 26 21 C 15 22 14 A 6.21 13'4 29 29 D 5 2? rr 44r1547 27 27 c T4' 16 1T 16 13 1 C 6, 17-r 173 11•-11' 30 30 30 30 30 29 D ! E 90 WH 6-T 10 OR LESS 17 c 60 10 r 2TA' Z74 25* -T 263 14 A 6.2" 2a SS I16 -IW 1T -T 291E 21"4 19 5.11 22 15 1/'-T 30 30 ! 6 14'•1' 14•4r ir4 UTE TABLE 4 2 20 113 30 30 E r 17-r iz-r a -r 1s4 27-r 29 24 c 21• 1114 30 30 E 6 10-r 11' 4 174• fs-t• 297 2A 24 C 2T 10-P 30 30 E 25 r 6-11' 94• 10-10' 11'4' 9 94' VW 11'4• 111-0• 19-T 28 25 C 10 6E 6-10' 1173 1178 1611 25 26 C S T3 T6' 6d 6-11' 11' Tr 64 9-C 94r lrr 27 25 C 6 6-11' 63 T3 TE 17 TT T -r 611 rr 16-11• 27 26 C T 5-r 64• 6-T 6.11 19.1' 30 25 c 17 64r 6r rAr 6-1' 163 27 27 c 6 C'r 4'2' 5`6• 5'•T 1T-tc 29 25 c I r 64 e4• T4• Tr 16.5 27 27 C 9 0-10' r -I V 16-10' 29 26 D 1s 51-r s-10- 6-10' T4 1s•r 27 27 C 16 is -11• 28 26 D 16 63 Sr eE 6-r 111.8• 26 26 c 111 153 26 27 D IT 5'4 S•r 64 6-11 U•3 28 21 C 1T 111-r • 2! 2a D to rd 9-111 Sr 6•-/5 13'.10• 26 25 C is 1114 28 26 D 19 41r SE 6E 17-F 26 21 C If 17-r 26 28 0 20 6.1' 63 is -1' 2929 C 15 134 20 29 D 21' r -1P S4 1Tr 29 20 C 16 17-r 30 30 0 Z? 1 1 1 !d I fr I 12'5 1 29 1 29 1 c 1T t6 17-3' 11••11' 3o 30 1 30 26 E 1 ! 70 NPH IT OR LESS 10 IF 21'-1' 274 26-r X -T 30 4' rE T47 9-1' 9.4' 5 it-ir 1T -r 217E 21'4 S 64 6-• T3 T6' 6 1r -r 1r4r 174 Mrd 6 S4' S-3' 6-1• V -T T 1r -r 1r -r i4• -r 194 25-T 27 23 C T fE S -r 54' IW -r 30 25 D 6 10-r 11'4 177 17-11 27.1' 27 24 C 6 rE 4'6' 1T6• 29 25 0 9 94' 64r 11V -C 11.11 20.10- 27 24 c 6 16.10' 29 M E 10 ed' 6-1P 117-7 1174 /94r 26 24 C 10 763 29 27 E 11' rr 64 9-,11 9r IV.1P 26 25 C ii' 15-5 26 27 ! 17 T4 r4' 64r 6T 164 25 25 c 17 tS-r 26 28 E 15 6d 6d T-10' 6-1' 1T11 26 26 C 17 10.10' 2029 E if 64C-41 T• 4 Tr 16{' 26 26 c If 14'-6' 29 20 E 1S 5-r 5'-10 6-10' T4 It -I' 27 27 c 16 14'-r 30 30 E 76 93 Sr 661. 6-r 15-r 27 27 c 16 15-17 1 30 1 30 1 E 40 r S -a 5-11' 6-10' T4 IT 64 6-r 64. e -T 16.1' 27 27 c 16 1145 r-111 Sr S-10• u-5 2a 2a C 6 1'r 0T 6E 66' 16 4'4r S -r 64r 10-C 2a 26 c 6 r.r 4'4r 20 S -I' SS 17-/7' 27 27 c T 16-r 29 24 E 2T 11.117• S4 tr-r 26 2a C 6 16-10' 28 24 E 27 rr rr 153 23 22 c 9 117 153 LLT 28 26 2S 26 E E 90 WIPM IT OR LESS 10 If 21'•1' V4r 25• 26.2 11 if -T 2a 27 ! S 16.1 1T -r 20'11 21"4 17 1s-10' 21 27 1 6 tr-1' 1rr Ir4 Mrd 15 17r 23 28 E T 17-1' 17•r If -T 164 19.11 30 25 c 111 17-21 28 26 1 a0 r 7.10' 44 W-7 IF -6 d 117-T 1114 17r 75-1' 1T-17 29 25 C 9 F -C 9T 11•-11 11'45 16-f0' 29 26 c S 10 6r 9-1P 163 105 IF -Ir 28 26 C 6 11' T8 64 611 98 153 26 27 C T If4r 26 23 C 17 T4 T4' 611 6T it.r 2626 C 6 17-10' 27 23 ! 15 6E 6T 7.10' 6.2"14'4r 25 21 c 9 174' 27 24 E fr 64 64 T-• Tr ITr 29 Za C 10 ' 17-11r 27 25 E 15 s -r S O' 6-1 V T4 154 29 29 c 111 175 27 26 ! 3 SE 68 6- IX -r 1 20 20 1 C I ABLE 4.1 17 7 26 E LIVE TRIO O.Mr. S'x a,ewue vA 0."?. T x T aux BEAM DOUBLE 0.032x2".9 LOAD WIDTH MAX CONS FOOTM SOF MAX CONS. FOOTLNG S12E MAX COH15. FREE FOOTING WE ATTACHED 0.036 ZS -r CN]LUMI COLUMN FREE ATTACHED COLUMN FREE ATTACHED FTA FTR MN. 0A36 147E SPACMG SPACING FIR FTH Mal. SPACFN3 FIR FTR WIN 9.11' 25 0.036 v V COLUMN T -T N T COLUMN v V' COLUMN 8'-10' 30 0.006 TYPE' e•111 TYPE O.o42 TNpr a•". 40 DAM 90 BPH WINDSPEID 17 OR LESS s-10 0.042 1117 T4 10 f 11'-7 26 17 A 1747 20 20' A 15.8• 25 '9A s 5-11' 25 18 A /r -r 28 21 A 14'•1- 2a 21 A 6 TS 27 17 A /1'-t2" 28 20 A 17.11• 27 21 A r 6.4' 23 M A 16-r 26 21 A 12•-1' 27 22 A 6 S -r 23 17 A 6-11' 25 21 A 11'-C 26 22 v 6 r -1r; 25 16 A r4t' 25 20 A /174r 26 23 A• 10 rE 25 19 A T -T 25 21 A 1C,r 26 24 A' 20 r Sr 22 74 A 9-T 25 16 A 11'4•26 17 A� S r -r 22 15 A T -r 23 16 A 1173 26 19 A• 6 6.1' 23 18 A 94' 25 19 C T 63 23 11 A 6r 25 20 C IT r -T 23 17 A 6-1' 25 21 C 9 r a- 23 20 c Ur I T3 22 21 C 25 4' T -Y 23 15 A 10-r 26 17 A• 5 5-11' 22 15 A 9-Y 25 16 C 6 4'-11' 22 16 A 6E 251 C T 1 TT 23 16 C a. Td' 23 19 c 9 6-15 23 20 C 1176r23 21 C 3p 0 e -Y 23 15 A 9E 2S 16 C S 4'-11122 15 A 6'6' 2S 16 C 6 Tr 23 17 c T T -r 23 16 C 6 611 23 1 19 c 4D a rr 22 14 A 6.21 25 16 C 5 T4' ri 13 1 C 6, 6-T i3 17 c 60 14 A 6.2" 2a SS C S 5.11 22 15 C TABLE 4 2 CLEARSPANS FOR 3 X 8 RAFTER LIVE PANEXI 24.O.0 LOAD -r 70'90 OVER 7090 OVER MRI I NAND 10 0.036 ZS -r 11•-0- is -r aA42 2T-7 I 13'-T 20 0A36 147E 6E 9-10 0L42 19-W 9.11' 25 0.036 it'd T -T a-1? 0.042 1r -r 8'-10' 30 0.006 9T e•111 Td O.o42 i5•T a•". 40 DAM T -C e4 s-10 0.042 1117 T4 SO 0.036 1r4r 4'-11' WA 0.042 --ST 0.032 rLEARsPANS FOR 2 X a RAFTER LIVE PANEL 20 O.C. LOAD T 7090 OVER C 0040-x TCLOV66EAFOOLUMN MPH HAND 10 0.024 is -r 6T 12-0' OAM IVA. 94 20 0A24 9-10 0-11' S SQUARE STEEL COLUMN DIM IT -T a -T 26 0=4 a-1? 1'E 0.032 1f•T 5.10' >0 0.024 Td s -i? 0.032 117T 541 40 o.Oz4 s-10 z-111 0.032 94' 1'd 60 0.024 WA WA 0.032 rr T -TMT TRVLC 4.3 ^mac •� FOR 10 PSF DOUBLE RAPIERS MAYBE USED 45 O.C. COL 1 FOR ATTACHED LATTICE I COLUMN B 0.037.1 ifTSOUAREALUM MULRSPAN STRUCTURES COLUMN SCROLL COLUMN a-0' B 0.027 x T SOUARE ALUM COLUMN 11.11 C 0040-x TCLOV66EAFOOLUMN 17-T D FLUTED COLUMN ALUM. 0.057 12.7 E T CLOVERLEAF STEEL O.OIT 12-0' F r SQUARE STEEL COLUMN 12-0' G 4' SOUARE STEEL COLUMN 7211 H S SQUARE STEEL COLUMN 175 A- 6 MAXMR161 CCLUN N LENGTH A••= 10 NAXM M COUINN LENGTH MAR 0 3 2C COIVMNSCHEDULE FOR FREESfANCN6 STRUCTURES AND MERMECIATE COLUMNS FOR MULRSPAN STRUCTURES COLUMN NOTES E 11.11 HAA.. COLUMN LENGTM F ENG 11• COLUMN LFM G 17 MAX COLUMN LENGTH 112 N MAX COLUMN LENGTH ALL COLUMNS MAY BE RBIACED WLTH A STRONGI •A• MAY BE REPLACED VVN N V LAY BE REPLACEDWI CJ. ETC. LINEAR INTERPOLATION FOR ALL CALQILATK*C IS qqaeima,RODUM1 LNG 1140 ALL PRO DRIVL ELKHART. IN 46514 1060 C [VALUATION RCPOR7 CR -7621P HEADER SPANS. COIVYX SPACING, TOOTER S12C AND COLUMN TYPE FOR TRCCSTANDLNG AND ATTACHED LATIICL PA/ IRUCTURCS SNCIT 607 R DATE: 2/8j2000 "•3-3� \G` LNt_IE` No. 16273 I.D. 6.30. V APR 18 2003 JUN 14W 5.0 FREESTANDING UVE TRIP LOM WIDTH AND ATTACHED LATTICE COMMERCIAL 8' CBEAM HEADER STRUCTURES COLUMN HEICUCC LIVE LOAD TRIS WIDTH MAX COLUMN SPACING [' C 86AM HEADER ►RAX CONSTRAINED FOOTER SIZES CONSTRAINED FOOTER SIZES COLUMN SPACING FREESTANDING ATTACHED FREESTANDING ATTACHED FOOTERY FTR 'o' M1N COL FOOTER -d' i'7R 'tf MON COL COLUMN HEIGHTS COLUMN HEIGHTS 70 MPH 20 4' S s T 9 9 1a 1f0' tT-0- G V SQUARE PEEL COLUMN IPSF) fm (Fn 177 11- IT 4 5�OMIRE STEEL DOL111R4 TYPE EXPOSURES J 90 MPH EXPOSURE C 31'-8- 296 2T4' ' 261' 253" 2r -T 23$ 27 27 27 27 26 26 26 29 29 28 28 28 28 27 32 31 31 31 30 30 29 33 33 32 32 31 31 31 21 22 23 24 25 26 26 D D D E E E E 25 4' 25'-10' S 23-1' 6 21'-1' T 196' s 18-3' 9 17-7 1a 164' 34 33 33 32 32 31 31 36 35 35 34 34 33 33 39 38 37 37 37 36 36 41 23 40 24 39 25 38 26 38 27 37 27 37 28 O O D D E E E 70 MPH EXPOSURE C 70 8 90 MPH EXPOSURE 74' B 170 MPH EXPOSURE C 20 4- S 6 T 6 9 10 31'8 29-T 27-8' 25-4r 248' 27.8' 21'46' 32 31 30 30 29 29 29 34 33 32 32 31 31 31 36 36 35 34 34 34 33 38 37 37 36 35 35 35 21 22 23 24 24 25 25 D D D E E E E 30 4' 2T8' S 2561' 6 24'-3' T 23-0' 9 27-0' 9 21'-7* t0 20.8' 30 30 30 29 29 29 29 32 32 32 31 31 31 31 35 34 34 34 33 33 33 37 23 36 25 36 25 35 27 35 27 35 28 35 29 D E E E E E E 13 90 MPH EXPOSURE B s 9 s 8' 14' T 90 MPH EXPOSURE C s 8 9 9 20 4' 5 6 T s 9 to 31'$ 296 2T4' . 26-1' 24'4' 234' 2118' 31 31 30 30 30 29 29 33 33 32 32 32 31 30 36 35 35 3S 34 33 33 38 37 36 36 36 35 34 24 26 27 28 29 29 29 D D D E E E E 30 4' 25-10' S 23-1' S 21'-1' T 196 8' 1s3' 9'. 17-2' 1a 161' 34 36 33 35 33 35 32 34 32 34 31 33 31 33 39 38 38 37 37 36 36 41 23 40 24 40 25 38 26 38 27 37 27 37 28 D E E E E E E ,a 90 MPH EXPOSURE C 9 to 10 to to 70 d 90 MPH EXPOSURE 8 170 MPH EXPOSURE C 20 4' S 6 T 8' 9 10 26-10' 23'-1' 21'-1• 198 193' 1T -T 191' 34 33 33 32 32 31 31 36 35 36 34 34 33 33 39 38 37 37 37 36 36 41 40 39 38 38 37 37 23 24 25 26 27 27 28 D D D D D D D 40 4' 253 5 23-S' 6 27-0' T 2a-11' 8' 2a-0' 9 19-2' 10 19-T 30 32 29 31 29 31 29 31 28 30 28 30 28 30 34 34 33 33 32 32 32 36 23 35 24 35 25 35 26 34 26 34 27 34 28 E E E E E E E 11' 70 d 90 MPH EXPOSURE IV 8 17 21' 11' 11' 11' 90 MPH EXPOSURE C 17 17 27 25 4' S 6 T 9 9 10 I 296 2T1' 258' 266 23-T 278 21'4' 31 30 30 30 29 29 29 33 32 32 32 31 31 30 35 35 34 34 33 33 33 37 36 36 36 35 35 34 24 25 26 27 28 29 29 D D E E E E E 40 4' S 6 T s 9 10 25.3' 23-1' 21'-1' 194r 19-3' 1T4' 164' 34 33 33 32 32 31 31 36 35 35 34 34 33 33 39 38 37 37 37 36 36 41 40 39 38 38 37 37 23 24 25 26 27 27 28 E E E E E E E 13 70 MPH EXPOSURE C 1C 25' 13 13 13 14' 70890 MPH EXPOSURE 16 B AND C 14' 14' 14' 25 4' S s T 9 9 1a 296 2T-4' 2S4' 248 23£ 278 21'8 31 30 30 30 29 29 29 33 72 32 32 31 31 31 36 35 34 34 34 34 34 37 37 36 36 35 35 35 21 22 22 23 24 25 25 D D E E E E E 60 w 5 S T s 9 1a 2747' 2aS 193' 1T-1ff 1649' 154' 14'-11' 33 33 32 31 31 30 30 35 35 34 33 33 32 32 37 37 37 36 36 35 35 39 39 38 37 37 36 36 22 24 24 25 26 26 26 E E E E E E E 16 29 _TAWE 5.1 15 COL COLUMN DESCRIPTION NVJMUM COLUMN HEICUCC SRIGLE '.STANDMG EXPOSURES FOR ALL COLUWLS SEE $PAN OR WAIISPAN I eANDC DETAAS r. U"AND W ATTACHED ATTACHED 70 8 9D MPH FLUTIDUAAUM-UM-0-002 t d WA E 7 CLOVERLEAF SIFEL 0.041- ttd' C -T' F T eOWE GTEE1 COLUMN 1f0' tT-0- G V SQUARE PEEL COLUMN 19.0' If -a, N 4 5�OMIRE STEEL DOL111R4 l8'd Wr J S SgIME 3TEit COLUMDI lad Td -r 24' O.C. 2W RAFTER CLEARSPANS MAX ROOF HEIGHT 1E MAX ROOF HEIGHT 18 EXPOSURES LIVE PANEL EXPOSURES MAX LOAD 7 eANDC OVER 111696 70 8 9D MPH HANG 20 0.024 9'-10' 4'-11- 0.042 0.032 13-2" 6-71' 25 0.024 9-10' 4'$ 9-1' 0.032 11'6' S-10^ 30 0.024 7*4' 3-10' 4'-11- o.o3z tab' 61' 40 0.024 5-10' 7-11' s 0.032 91' 41-W 60 0A24 WA V-11' 6 0.032 74' Y-10' 24'0.C. 3W RAFTER CIEARSPANS MAX ROOF HEIGHT 1E LIVE PANEL EXPOSURES MAX LOAD Y 8 AND C OVER PS IN 70 8 90 MPH HANG 20 0.036 111696 0.042 19-10' 9-i 1' 25 0.036 11'4' T -T 0.042 1T4' 9 -la' 30 0.036 98' 6-11' 0.042 15-T 9-1' 40 0.036 T4' 6-a' 0.042 1114' T-0" 60 0.036 4'-11- 711' 0.042 7-10" 54' 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 4S S M b 48 37 47 M 48 GENERAL METHOD FOR USING THESE TABLES 1 CHOOSE FREESTANDING OR ATTACHED. COMMERCIAL OR PATI) LATTICE STRUCTURE - 2 DETERMINE PROJECTION. WIDTH. OVERHANG. NAND LOAD AND LIVE LOAD. 3 FIND TRIBUTARY WIDTH FROM TABLE 5.6 AND DRAWING 973= 4 CHOOSE A RAFTER FROMTABLES 4.3.4.3.5.3 OR SA THAT HAS ADEOIATE CLEARSPAN FOR YOUR NEEDS. 5 CHOOSE A WADER FROM TABLES 4.1.4.2 OR 53 THAT HAS ADEOUATE COLUMN SPACING - 6 USE TIE FOOTER SIZE SHOWN. 7 UISE THE COLUMN SHOWN FOR SINGLE SPAN ATTACHED PATIO. LOOK AT THE TABLES PROVIDED FOR ALL OTHERS 6 FIND THE APPROPRIATE DETAILS IN THE "CONNECTION DETAILS' SHEET'. FOR CONCRETE PATIO SLABS FOLLOW 1-4 ABOVE 5 FIND THE MAX" M COLUMN SPACING ON SLAB FROM THE DESIRED COLUMN HEIGHT 6 CHOOSE A HEADER FROM TABLE 4.1 OR 4.2 THAT CAN SPIN THAT DISTANCE FOR THAT TM YWIH AND LIVE AND WIND LOAD 7 FDA THE APPROPRIATE DETAILS IN THE 'CONNECTION OETAILS' SHEETS. TRIBUTARY VADTHS (FT) FOR SINGLE SPAN ATTACHED STRUCTURES FOR A GIVEN PROJECTION AND OVERHANG OUNDED PROD. WAFTER OVERHANG FT) IFTI 6 3' 4' 4' 4' 4' S 5 T 4' 4' 4' S S S S 6 4' S S S 5 6 6 9 S S S s 6 6 6 IV S 6 6, 6 6 T T .11' 6 6 6 T T T T 17 6 T T T T 6 8' 13 T T T s 9 s 8' 14' T g s s 8 9 9 1S s s 9 9 9 9 9 is 9 9 9 9 9 1a ,a 1T 9 9 9 to 10 to to 18' 9 tO to 1a to 11' 11' 19 t0 1a 90 11' 11' 11' 11' 20 to 11' /1' 11' IV 17 17 21' 11' 11' 11' 17 - 17 17 17 27 11' 17 17 17 17 13 13 23 17 17 17 13 13 13 13 24' 17 13 13 13 13 14' 1C 25' 13 13 13 14' IC 14' 16 26 13 14' 14' 14' 14' 15' 1S 2T 14' 14' 14' IS 15 1S 1S 28' 14' 1S 15 15' 15 16 16 29 15 15 1S 16 16 16 16 3a 15 16 16 16 16 1T 1T 31' 16 19 1s 1T 1T 1T 1T 37 16 1T 1T 1T 1T is 1s 33 1T 1T 1T is is is 1s 34' iT is 19 19 is 19 19 35 19 /8 18 19 19 19 19 36 is 19 19 19 19 217 217 3T 19 19 19 20 2a 2a 2a 31y 19 2a 2a 2a 20 21' 21* 39 20 2a 20 21' 21' 21' 21' 40' 2a 21' 21' 21' 21' 27 22' 41' 21' 21' 21' 27 22' 2Z 27 47 1 21' 27 27 27 27 2323' MAR APR 18 2003 1140 ALL PRO URIVL ELKHART IN 46514 W60 [S VALUATION REPORT [R -TET IP HEADER SPANS. COMUMN SPACING. rOOTCR WE AND COLUMN TYPE COR IRECSIANDMG AND ATIAACUNCD COMA SHEET 7 of ! DATG T 8 2oOD 6.0 COLUMN AND FASTENER COLUMN DESCRIPTIONS REQUIREMENTS MAX COL HGHT Al FOR COMMI owrm Spacing nRA 0AW Trlb Width F 8'4' um Attached Stuctures 04132' x 1 1!7 SQUARE ALUM E. N lattice Solid Cover Trtbumry Tdbubn 0.043 8 I'Mem 060 I I'Lv C Area 11 Ane so R 10 20 25 30 40 00 23 15 Al At Al Al A2 C 31 20 Al Al Al A2 C C 37 24 Al Al A2 B C C 44 2/ Al A2 8 C C D 66 36 Al B C C C D 62 40 Al C C C C E u 46 Al C C C D E 77 60 Al C C C D E R6 66 A2 C C C D E 92 /0 A2 C C D E E 100 /o A2 C C D E E 106 W 8 C D D E E 106 70 C C D D E E 1111 75 C C D E E E 123 00 C C D E E E 136 90 C O E E E E 161 100 C 0 E E E F 196. 120 C E E E E F 215 NO C E E E E F 241 106 D E E E F G 277 '160 D E E E F G 301 200 D E E F F G 331 226 E E E F F G 366 250 E E F F G G 462 320 E F F G G G 116 - 400 E F G G G H 012 450 E G G G G H 76* 600 E G G G G H on 000 I F G G G H H Table 6.1 COLUMN TYPE COLUMN DESCRIPTIONS DETAIL MAX COL HGHT Al 0.024x3' SQUARE ALUM COLUMN F 10•S A2 0.024' x 3' SQUARE ALUM COLUMN F 8'4' B 04132' x 1 1!7 SQUARE ALUM E. N 8'IT O N SCROLL COLUMN 0.060 0.043 8 0.021 x 3 SQUARE ALUM COLUMN F I I'Lv C 3 CLOVERLEAF ALtM1L 0.040r K 17-01' D FLUTED COLUMN ALUM. 0.067 U 1717 E 3' CLOVERLEAF STEEL O.D48' K V -T F 3 SQUARE STEEL COLUMN X 180' G C SQUARE STEEL COLUIMN X 1$4' H SQUARE STEEL COLUMN X t84' J E SQUARE STEEL COLUMN X 164' Table 62 ERCIAL AND PATIO STRUCTURES Fastener TWT*W ogy 014 SMS - 014 shad mew or Tek saew, 3(4' mk mtrn length SM E 8 = 5116' Disnleter BOB See Galeal Niles for specifics on testervis 4 to the teat mw of cab[[[s. N Kwtit So 11 lit dbrndta end 7 embodnlsnt IC80 ER.4G27 dher anchor vd 550 ohm vs wind and aloin', bads. morry sitar[ mud haus a sheer value of 2500 for ld or seismic buds. F Lap eaewa must ham 21 W of penetration Into skids. are Ing [crews mat have an 1ff lead hole. paf evabaled at 90 mph wird bad (15 pan. Al other Table 64 Re ui ed Number of Fasteners for Tension Loads Ahrrmntm nn I able 0..'.: Kequvrec OIC NtxnDlf a rasteners la J lRdOb 0.062 0.060 0.039 0.100 Akrmsxm Metertat Gage (in) SPACING K steel Gage Ila) m N O 0.024 0.024 0.032 0.036 0.04D 0.040 O.Of30 0.060 0.043 0.098 BOLT BOLT 014 5/16' C 511E 014 014 5AE 014 Sf/6' I 014 J 5116' Foch Design Sae Uplift Sluts BOLT BOLT SMS SMS BOLT SMS BOLT SMS BOLT d (in) (1136) 16 384 512 223 M 60 20 941 293 130D 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 21 403 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 24 602 5 2 2 3 3 1 3 1 3 1 25 680 5 2 2 4 3 2 3 1 3 1 Stab 750 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 9 th 7 3 2 5 4 2 4 2 4 1 29 1061 B 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 n1a 4 3 7 6 3 5 2 5 2 33 1564 nils 5 4 6 7 3 6 2 6 2 34 1710 Na .5 4 8 7 3 6 2 6 2 35 1868 Na 5 4 9 8 3 7 2 7 2 35 2030 Na 6 4 rata 9 4 7 3 7 2 37 2204 ilk 6 5 rJa 9 4 8 3 8 2 38 7388 nfa 7 5 n1a Na 4 9 3 9 2 39 25E1 tda 7 6 rata nth 5 9 3 9 2 4D 2785 Ma 8 6 n1a n1a 5 rds 3 Na 3 41 2999 rata 8 6 . n1a rata 5 Na 4 rata 3 42 3124 Na 9 7 ria Na 6 Ns 4 rja 3 43 3458 Ne Na 7 Will rata 6 nfa 4 Na 3 44 3706 rds nfa 8 rata Na 6 n1a 4 Ws 3 45 39% nla nk 8 Na Ns 7 rine 6 two 3 46 4235 rds nfa 9 Na Na 7 rata 5 Nil 4 47 418 Ns rata 9 M 4% 8 ids 5 Na 4 48 4812 rJa rda rata We Na B rata 6 Na 4, 49 5119 nfa Na Ms rda We 8 Na 6 nit 4 So 5439 1 n/a n1a Na We Na 9 Na 6 1 Na 4 Fastener TWT*W ogy 014 SMS - 014 shad mew or Tek saew, 3(4' mk mtrn length SM E 8 = 5116' Disnleter BOB See Galeal Niles for specifics on testervis 4 to the teat mw of cab[[[s. N Kwtit So 11 lit dbrndta end 7 embodnlsnt IC80 ER.4G27 dher anchor vd 550 ohm vs wind and aloin', bads. morry sitar[ mud haus a sheer value of 2500 for ld or seismic buds. F Lap eaewa must ham 21 W of penetration Into skids. are Ing [crews mat have an 1ff lead hole. paf evabaled at 90 mph wird bad (15 pan. Al other Table 64 Re ui ed Number of Fasteners for Tension Loads TABLE 65: WALL ATTACHMENTS FOR PATIO AND COM. STRUCTURES Ahrrmntm nn O/C OIC O/C 0.036 0.062 0.060 0.039 0.100 SPACING SPACING K L m N O Design Footer Sf1E 014 5116' 5116' 114 BOLT SMS BOLT BOLT SMS Uplift Skm A25 115 709 1Otx 1s$ (Ibs) d Qn) 1 I 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 2 299 19 1 4 1 1 2 348 2D 1 4 1 1 3 403 21 2 5 1 1 3 483 22 2 5 1 1 3 529 23 2 6 1 1 4 602 24 2 6 1 1 4 680 25 2 7 2 1 5 750 Slab 2 7 2 1 5 765 26 3 8 2 1 5 856 27 3 9 2 1 6 955 28 3 Na 2 2 6 1061 29 3 rwa 2 2 7 1175 30 4 rata 2 2 7 1286 31 4 nh 3 2 8 1426 32 4 rata 3 2 9 '1564 33 5 We 3 2 nld 1710 34 5 rills 3 2 M 1866 35 5 Na 3 2 Na 203D 36 6 Na 4 3 rata 2204 37 6 Na 4 3 rata 2386 38 7 Mi 4 3 Na 2581 39 7 fila 4 3 n1a 2785 40 R rds 5 3 Na 2999 41 8 rlta 5 4 n/a 3224 42 9 rata 5 4 We 3459 43 9 nfa 6 4 rata 3706 44 nfa Na 6 4 We 390 45 nfa rda 6 5 We 4235 46 rata rata 7 5 nfe 4518 47 rata Na 7 5 rata 4812 48 Ma rata B 5 nils 5119 49 rah rata 8 6 rile 1 5439 Sit TABLE 65: WALL ATTACHMENTS FOR PATIO AND COM. STRUCTURES ANC 1 ANC 2 ANC 3 ANC 4 O/C OIC O/C CLEAR. 0OF114' IVE SPACING SPACING SPACING SPAN LAG SCREWS OAD [110 CONCRETE MASONRY FOR 010x2' (FT) PER STUD PSF) ANCHORS ANCHORS SMS SCREWS 1EOICSPACING 24 24 IT- 27 1 2D 24 167 E III 1 17 2 25 24 1S 8' 11' 1 18' 2 30 24 14' 8' 10 1 14 2 40 24 12' S' 13 2 so tE 10 1 4 IV 2 1 Spacing between bdfs and screws shall be 2.5 tunes the shank dWneta 2 The edge distance of boll and screws shall be 3 times the shank diameter 3 Connections dW be anerlged so that the caner of resistance of the connection final coincide with the mutant tine of action of the bad. OAM 5� 1 M Qom. 1140 ALL PRO DRIVE ELKHART.IN 46514 IC80 ES [VALUATION REPORT [R -2621P COLUaw ANS EA57tNER TABLES I SHEET a OL a DATE: 2/3/2000) R= 0 2' R= .2 ' R= .15' 0' R= 0.22' 0.95' 0.92' .561' �131DE .55` +.70' TYP. 0' 0�' R=.125' R=.125 INSIDE 03Q' j 0 R= 0.15' T jr!4 6` TYP. T4�' �-- 2'1(�P R= 020' 167` 1 � T .187' 2.464'go* I + 2.10' � 4g y 250 3 D' 1.654' TTP. 39' L 1 55 1/2'1.714' TYYR 1 2' 1A .167' 1.137'5' -1.137' R= .125' i. R R= 025" TTP. 12. R- 0.15' TYP 1� 40` TTP. TYP. 6.00' TYR FOR STEEL PANEL ASTM A 653 GRADE 80 STRUCTURAL QUALITY Fy= 80 KSI STEEL 18.00' 6' FLAT PAN 30 GA GALV T=.0157 FOR STEEL PANEL: ASTM A 653 GRADE 50, SO Gll.SS 1 30 GA GALV.t=0.0157' 28 GA GALY T=.0187 U Q STRUCTURAL PANEL " STRUCTURAL PANEL (3006—H391 ALUM. ALLOY) © 18 STRUCTURAL (3006—H391 ALUM. ALLOY) B 12CTURAL PPANEL (3006—H391 ALUM. ALLOY) (3 12' E 0.060' nP.0.08' 0.5rM 16nE_ 1 7/8� 3/4� 3• TYP. --I• 13/i6' 1.50' 3.00' R= 0.10' 0.125' 9/64 1/16 6757' 9/64- /16• RTYP./� R. 0.024', 0.027' 3. NI/4- 5/32• OR 0.040' TYP. 3.090 TRYP 0.25• 0.7 = 02 7/167-/16' IYP. 1 7 8" 1YP 1.50' 3.00'R=.0937 ` /2. Ap. 1 1/All 1.03 3' 1 13/32 58 7/1 ' TYP. / TTP. 4,/38.6' 3/32 TYP. 22 25/3 /4�6.00' APO 1.220 12• /8. R' C 8 R' �' O 1 1/2' SQUARE COLUMN O 3' SQUARE COLUMN d pa' `s, ` © ALTERNATE -12" STRUCTURAL PANE . Q 3 1/2" X 12" STRUCTURAL PANEL (3006—H391 ALUM. ALLOY) (3003-H16 ALUM. ALLOY) (3003-H16 ALUM. ALLOY) 0��•. 6� 1014k SEE DETAIL ES$fOHgT . ' HANGER SUISON A34 SIAIPSON A34 CONNECTOR ������G �Tqq F'y STRUCTURAL R ADDMONAL TWO - 16d OR EQUAL 4 a� a r�rupA- RP NAILS 0 EA. RAFTER WHEN eRAFTER Z3 � PANELS + TYP. MEL X REQUIRED 6 - � Ot SCREWS, 3 EACH LEG is � No. 16273 � a CONNECTION 1 2' 1 /2' FASCIA OF CONNECTOR - TYPICAL 1 e.;. c -a o� ; DETAILS FASCIA DETAIL "A" -_- _ `� DA DATE REVISION 14 x 1 lit FOR MAXIMUM :'!!: R Q Vi 2' O.C. OVERHANG SEE " Sam t SCHEDULE • RIGHT ALTERNATE EAVE ATTACHMENT v_, la l U7 as EnQinearing Servlees r,�• ���- ^'I 1140 All Pro Drtvw 31 �o i i� 6 Pi IQ� Eklmit. IN 46514 V IC00 ES EVALUATION REPORT NO. ER -2621P DRAVVING �.F (; tt` -�oR PMT COMPONENT PARTS & CONNECTION DETAILS ENGINEER AMP 97CDOI NAME -3Rf 1 OF 9 No. 16273 Up. 6.30.07 2005 1S0' t•Qd'— F 3 i/; 2.00PANELS 2.50' • 2 5/18' BOLTS iS91 i . _ FOR 1/2. 6Q 31ZRNA ANEIS \Q ♦��� TEP. x 3/32' THK SIL WASHER t 5' D=W 97CDO2 MOM--SfRIlCiURAL 032' x 1 1/2' % AM SIDE FASCIA 6 NOAINAL .018' TALE ALM. SCROUS N BTHOOM 1.0D• OR SOLID FILL. 2-11,1 r-0.16• I 2.00• - gr 1::t,.66- --� V O 6 1/2- ROLLFORMED HEADER (3006-H391 ALUM. ALLOY) 75' FX M HGR 3A0 0.72 0.72 -� 0.93 L- c 0.72 0.28 0 93 1.56 3.00 .9 0.37 0.72 -� -017 T (IN)= 0.030, 0.040 (ALUM) 1-50' = 0.048 (STEEL) COLUkM MAY BE TRIMMED W/FLEx- ALUM. FACMG. O 2-1 1/2- SO. X .062- O 3' ALTERNATE COLUMN EXTRUDED COLUMN (3003-H16 ALUM. ALLOY OR (ALUM. 6063-T6) A-653 Fy-40 KSI STEEL) 6.50' 10 SMS • FOL DNING E' Ort FOR ti FNEiS 6' 09. FOR 12' PANELS si O.C. FOR 111' PMELS SnWWRAL PANEL V 6.5 �N0FW1AW-OR:OTE: HILI K84 AFMOLTS PER IMO E.S. EV #4627 ©ROLLFORMED HANGER (3004-H36 ALUM. ALLOY) r.1S1AlIc"m PANELS 1f� Hw I4— 3.00' -GH ® ROLLFORMED HEADER -H- CONN. DETAILS TO STRUCTURAL PANELS O c 6 — 14 SMS ON EACH 6.50•! 5? SDE OF SPLICE CEAfiERLINE 9 910 -Lo (f, SPLICE LINE • ® ROLLFORMED SPUCE CONNECTION DETAILS _ • __ . (3006—H391 ALUM. ALLOY) 3 — #14 SMS ON EACH SDE OF SPUCE— ROIL FORMED HEADER FEAUM SPLICE, TK3fT FTj INSIDE OF HEADER, SPLIT SIDE OF 3 - #14 SMS ON EACH SDE OF SPLICE ROLLFORMED HEADER SPLK (3006-1-1391 ALUM. ALLOY) No. 16273 Eip. 430.0' �R 18 DATE REVISIOk I DATE REVISION C 2 5/18' BOLTS iS91 Engineering Service* 1140 All Pro Drive �Q m 6Q 31ZRNA 2 5/16' BOLTS W/ 1- Dill \Q ♦��� TEP. x 3/32' THK SIL WASHER t 5' D=W 97CDO2 2 OF 9 032' x 1 1/2' % AM TALE ALM. SCROUS OR SOLID FILL. (2) - 3/6'x3 1/2' HILI KW ANCHOR BOLTS y2lr 2 5/1.6' BOLTS Om. CHANNEL 43- 2.25' �N ROLLFORMED 2 COLUMN CONNECTION W/ DECOR. SCROLL (3003-H16 ALUM. ALLOY) TTW rs' TTP. I 6.50' 10 SMS • FOL DNING E' Ort FOR ti FNEiS 6' 09. FOR 12' PANELS si O.C. FOR 111' PMELS SnWWRAL PANEL V 6.5 �N0FW1AW-OR:OTE: HILI K84 AFMOLTS PER IMO E.S. EV #4627 ©ROLLFORMED HANGER (3004-H36 ALUM. ALLOY) r.1S1AlIc"m PANELS 1f� Hw I4— 3.00' -GH ® ROLLFORMED HEADER -H- CONN. DETAILS TO STRUCTURAL PANELS O c 6 — 14 SMS ON EACH 6.50•! 5? SDE OF SPLICE CEAfiERLINE 9 910 -Lo (f, SPLICE LINE • ® ROLLFORMED SPUCE CONNECTION DETAILS _ • __ . (3006—H391 ALUM. ALLOY) 3 — #14 SMS ON EACH SDE OF SPUCE— ROIL FORMED HEADER FEAUM SPLICE, TK3fT FTj INSIDE OF HEADER, SPLIT SIDE OF 3 - #14 SMS ON EACH SDE OF SPLICE ROLLFORMED HEADER SPLK (3006-1-1391 ALUM. ALLOY) No. 16273 Eip. 430.0' �R 18 DATE REVISIOk I DATE REVISION C O Engineering Service* 1140 All Pro Drive �Q m 6Q 31ZRNA Llkt rt, OF 46514 \Q ♦��� KG 100 E S EVALUATION FJUPM NO. ER -2621P NE OOMPONEmT PARTS & 00NNECTION O fAI S D=W 97CDO2 2 OF 9 STAMP No, 16273 EQ. 6-30- 0-7 JUN 14 2005 r 3.00'—1 ro ZL COVER PANEL SEE TABLE 'A' NEXT PAGE 8.00' 12 GA, 8' x 3' L 1 0 TYP. T ® STEEL "C'— CHANNEL HEADER (STEEL A-653 Fy=50,000 PSI) 3.5' rx 11 OVER PANEL 10.0' [� SEE TABLE 'A' NEXT PAGE L L_____j . 90' TYP. 12 GA. 10' x 3 1/2y QV STEEL "C CHANNEL HEADER (STEEL A-653 Fy=50,000 PSI) 1 3.00'1 2 5/16' BOLTS W/ I' DIA. x 3/32' THK. STL WASHER •2 5/16' BOLTS ALTERNATE COLUMN CONN. BRACKET. 3' SQ. COMN DETAIL I", 1f' OR V QS 3" COLUMN CONNECTIONS FOR FASCIA HEADERS 5.5' 1.0' 3/4" BOLTS SEEEE DETAIL 'A' AT RIGHT 1 /2" X 9 1/4- W� FOR BOLT •25j �- SIZE.SEE �•�! DETAIL 'S' ,.AT LEFT r 80 3.00' 1.0'+ 094'11.0" NOTE. + SEE DETAIL 'S' AT RIGHT FOR INSTALLATION AND + PROPER CONNECTIONS. OT 3" ALTERNATE COLUMN CONN. BRACKETS (STEEL A-653 Fy=40,000 PSI) 1.25' r- SPLICE .0 00,100 00 00 00 11 00 00 99 OOi•O 0 �3' 1.5' 1.25' 36" DETAIL 'A' —�/1 1 DATE 0.14' f � O.1 `� � 13 i TYP. �' No. X62 :O 17 L T 0. OW 10" FULL—STRENGTH SPLICE DETAIL APS 8 ASTM A 653 Fy=36 KSI 1 U 37-f4) N 3,000' I .68814) 10' R X •7 14) )010' HIGH IALUMAX .6 '(4) I.D. .43714) /020'6P. . 2(36 x (12) •062' RAD(20) l .187' RAO(16) J FLUTED COLUMN (3' ALUM. 6063-T6) 't' = 0.062" UNLESS OTHERWISE NOTE[ T- . 3.00', 4.00' .188' 5.00' OR 6.00" TYP• 3.00', 4.00' 5.00' OR 6.00' OX 3", 4", • 5" OR 6" STEEL COLUMN Fy=36 KSI REVISION I DATE I REVISION r Engineering Services NO. 2 ^ 1140 All Pro Orfw "ii#ATOM Eikfiarl, IN 46314 ICBO ES EVALUATION REPORT N0. ER -2621P DRAWING Fb F 1 r 11�y\• / NONE 0 COMPONENT PARTS & CONNECTION DETAILS low SHEET S STAMP p�g�Y000 97CD03 3 OF 9 JUN 14 2005 84&7 - - 4�� eco 5.5' I 10.00"< 0.14' 16.D• \ �� SEE TABLE 'A' NO' folly 0.17" E* TYP. f l F C 1-0.17' - 10" X 5 1/2- W BEAM HEADER QQ� (6061—T6 ALUM. ALLOY) 4.50 .805" 1 y TYP. 4' TYP. T SEE TABLE A .110" TYP 6.0' QZ 6" W BEAM HEADER '(6061—T6 ALUM. ALLOY) SMS 0 6",12' OR 375' o O.C. FOR 6",12", do Al " 291'I� 18' PANELS fNC/ 900 #10 SMS O 12' O.C. Q y o 375- STABILIZER CLIP- o SEE DETAIL AG'. EC. SMS 6' O.C. FOR N Al 12" PANELS - 9' �- Ne OR 18' PANEL >� a #10 SMS ®'EACH ROOF .CP El VALLEY A 3 1/2" STRUCTURAL 5.406' PANEL STRUCTURAL PAN L SUN 14' 6", 12' OR 18' WIDE 079' .079" 2.725' " t09" 062' 0.067 4.00" 3.00 @D ALASKAN EXTRUDED HEADER AC 5 1/2" EXTRUDED HEADER (6061—T6 ALUM. ALLOY) (6061-T6 ALUM. ALLOY) SEE TABLE 'A'—% R=.05' 3.00 0.72 �1.56� 0,72 H 0.93 ��D.72 0.28 90 31.Sb 3.00 0.37 0.72 1-0.17 T (IN)= 0.048 O 3" X 3" HEADER (STEEL) ® 7" X 5 1/2- W BEAM HEADER (A-653 Fy=40 KSI STEEL) (6061—T6 ALUM. ALLOY) . FASTENERS REQUIRED FOR PANEL TO HEADER CONNECTIONS 01 .018 6 .024 PANELS AE 6' PANEL USE 50% LESS SCREWS *2 .032 6 .036 PANELS 18' PANE SE 50% MORE SCREWS TABLE 'A' DATE REVISION DATE REVISION TU MA MAX. VIND HEADER MAX TRIJFASTENING NO. 0 LOAD DESCRIPTION �n� 1140 All Pro Drive E11daA, IN 4014 WIDTH 1L 'r/ 9j SCHEDULE ICBO ES EVALUATION REPORT NO. ER -2621P NOTE'S 90 0 MPH MPTIO ALU—FAS—Cl-A-10' 2-#10 SMS PER 12' PANEL 2/8/2000 97CD04 STEEL' CLOVER, C BEAMS, I BEAMS 12' 2-#14 SMS PER 12' PANE STEEL CLOVER, C BEAMS, I BEAMS 21' 3-#14 SMS PER 12' PANE 70 MPH EXP C ALL FASCIA 10' 2-#10 SMS PER 12' PANEL AND STEEL CLOVER, C BEAMS, I BEAMS • 16' 3-4114 SMS PER 12' PANEL SEE ■1 90 MPH EXP B STEEL CLOVER, C BEAMS, I BEAMS 16' 2-#14 SMS PER 12' PANE SEE ■2 ALL FASCIA 1"2-#14 SMS PER 12' PANE 90 MPH EXP C STEEL CLOVER, C BEAMS, I BEAMS 16' 4-#14 SMS PER 12' PANE SEE ■1 STEEL CLOVER, C BEAMS, I BEAMS 16' 3-#14 SMS PER 12' PANE SEE 02 01 .018 6 .024 PANELS AE 6' PANEL USE 50% LESS SCREWS *2 .032 6 .036 PANELS 18' PANE SE 50% MORE SCREWS R )i tss DATE REVISION DATE REVISION TU MA NO. 0 Engineering Services o �n� 1140 All Pro Drive E11daA, IN 4014 1L 'r/ 9j KG ICBO ES EVALUATION REPORT NO. ER -2621P 0 CAl1E� .,:DfUNNG NONE COMPONENT PMTS do CONNECnON DETAILS E I S STAMPSHEEF 2/8/2000 97CD04 4 OF 9 125• 6.0•. �• 010' s. s• -1/2' s 15 1 �- 36' --� ® 6' W ALUM. HEADER SPLICE (6061-T6 ALUM. ALLOY) osz' sNL R=.375" FOR EXTRUDEDED HANGER W/ A -RAIL 1.187 ® A -RAIL (6063-T6 ALUM. ALLOY) 437' 2.10' �1.710'46-f- 375Z- ® STABUZER CUP FOR EXTRUDED HEADER 'AC' (6083 -TO ALUM. ALLOY) SKYLIGHT PANEL L TYPIOAL 12' V -PAN ® TYFICAL SKYLIGHT PANEL CONNECTION NRH 12' V -PANS !tom , WER SPLICE MUST 8E LOCATED WITHIN 1 OF A COLUMN. V,8 •EXTRUDED HEAD WITH TIGHT FIT HEADER 5.406" 4 SMST R. 0 8-/14 11MLOL 1[ T41R 114 SMS EE TABLE TABLE 65 %10 SNS R FR10IA- FOR SPACtwIG lC -1.50` .A A-RAIL-SEFt�.062• OR DETAIL 'AF TYp. 2.50' u P- 1.50' ® EXTRUDED HANGER (6063-T6 ALUM. ALLD1) IL ill� �Q KA q��F PANELS KG UVELOAD (PSE) 10- — J 5' ----10" I s. Ih i _ 0.16273 PANEL SPANS OA24 0.032 0.036 10 11'-9' ® ALASKAN EXTRUDED HEADER SPLICE 17'-2' 17'-9' 11'-0' . (6061-T6 ALUM. ALLOY) 14'-7' A oR 1 $ SCHEDULE OF ALLOWABLE SPANS FOR ADJACENT TO SKYLIGHT PANELS. 6 " & 12" PANELS KG UVELOAD (PSE) *6„ 0.018 PANEL SPANS 0.024 0.032 0038 *12" 0.018 PANEL SPANS OA24 0.032 0.036 10 11'-9' 14'-5' 17'-2' 17'-9' 11'-0' 13'-3' 14'-7' 15'-1' 20 8'-8' 10'-6" 12'-6' ' 13'-5' 7' -It' 10'-4' 11'-8' 12'-1' 25 7'-2' 9'-5" 11'-3' 12'-1' 7'-2' 9'-3' 10'-7' 11'-2' 30 6'-1' 8'-8' 10'-4' 11'-1' t 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 ��QQ�T��'',, PLASTIC USED IN SKYLIGHT FABRICATION —15 GE. UEYMI POLYCARBINATL PER R`ES. REPORT %3286 I - .082' FOR 1Y PIXEL 375 .42' 375' • .30' 5.50' •1iM SEE SCHEDULE ABOVE FOR ALLOWABLE SPANS FOR PANELS ADJACENT 1n SKYLIGHT PANELS & NUMBER OF ROOF PANELS NEEDED FOR i SKYLIGHT PANEL. I ® SKYUCHT PANEL DATE REVISION 1 DATE I REVISION TYP ?4� 1.686' -T ®EXTRUDED CHANNEL CONNECTOR 500 (6063-T6 ALUM. ALLOY) 1.562° --� Lu NO 260 0 c :01 �,tl .3i '*T J1,91 11 �P G a`4iK'`<<� ENGI P Engineering Servloes II�D�1CPi0DUt,18,II�G 1140 All Pro 6514 Elkhart, IN 46514 KG IC80 ES EVALUATION REPORT NO. ER -2621P NONE OR PART COMPONENT PAM &CONNECTION DETAILS NAME — 2/8/2000 97CDO5 5 OF 9 No. 16273 Eco- 00.01 JUN 14 2005 vZo rot � /0' 1.575" f--- A 1.575" 5.5" I -X 3 1/2- HILTI KWIKLZ TO SLAB OR FOOTER EACH SM ®ALTERNATE 3• SQ. COLUMN CONNECTOR BRACKET (6063—T6 ALUM. ALLOY) PL. 7 GA 010 0 ur 1�2• ROD DIAIRTFR. 4 1l1DI oN1ER7F 39�t 1. ALL PARTS TO KNOT -OP OAL+IW® ON aWTOPLXW 2IC. MXY OL USD N 1111 OF ATTACHING W COCRUE SAI► 1 FAWEAT10N OF AMM ANCHORS AND SWM SLOB IS EEYOFD THE sEOR4 05 1116 WORT. FAB@ MOON DUALS AM QUAm CONTROL PFAMW MUST BE SIMM TO S ILOW OTICNL FOR APPRGWL S AENNG ANCHORS WY ! LIM N THE MLOW16 TYPES OF SOL: SVD, ONAEL MAY SON MOVE. SLTY DOWEL, XLW SAND• CLATLY SRM®. MOV OtWEL SOW CLAT, SILTY ON AND CLAYEY QT. ® AWNING ANCHOR STM MROE EACH SIM POST SIDE OF P05T . 1�1I .w. REQUIRED 111r WIDTH FASTENER SIZE 14 :.POST 3 6• 3/8" 2` 4 !/2- I- 1e 1 , 712 24' 2-3/9'0 BOLTS 794 26' 2-1 13 11rd BOLTS mean 750* 1.575" f--- A 1.575" 5.5" I -X 3 1/2- HILTI KWIKLZ TO SLAB OR FOOTER EACH SM ®ALTERNATE 3• SQ. COLUMN CONNECTOR BRACKET (6063—T6 ALUM. ALLOY) PL. 7 GA 010 0 ur 1�2• ROD DIAIRTFR. 4 1l1DI oN1ER7F 39�t 1. ALL PARTS TO KNOT -OP OAL+IW® ON aWTOPLXW 2IC. MXY OL USD N 1111 OF ATTACHING W COCRUE SAI► 1 FAWEAT10N OF AMM ANCHORS AND SWM SLOB IS EEYOFD THE sEOR4 05 1116 WORT. FAB@ MOON DUALS AM QUAm CONTROL PFAMW MUST BE SIMM TO S ILOW OTICNL FOR APPRGWL S AENNG ANCHORS WY ! LIM N THE MLOW16 TYPES OF SOL: SVD, ONAEL MAY SON MOVE. SLTY DOWEL, XLW SAND• CLATLY SRM®. MOV OtWEL SOW CLAT, SILTY ON AND CLAYEY QT. ® AWNING ANCHOR STM MROE EACH SIM POST SIDE OF P05T . 1�1I .w. REQUIRED 111r WIDTH FASTENER SIZE 14 MINIMUM 1Y' 3-- 3 6• 3/8" 2` 4 !/2- I- 1e se 712 24' 2-3/9'0 BOLTS 794 "r r. 2 1/r A t/4• 2. 2 1/2' a, 3115' . r 10. 20"- eort �.-Q�O1 t So Oi✓ PL V's +.- s 1/4• ALL PARIS 70 BE NOT-umm cxwmzED + C7 Cts MAY BE � w �+ a ATTAamw a w No.. 16273 TO COIICRM S a - SEE NOTE: 02 DETAIL AR' 16' * E'D 6.30 -pt ® SAFETY STAKE (ALTERNATE TO CONCRETE SLAB ATTACHMENT) F r. A AIa• w SIM COLUMN II 1/r 9 uml BARS AS om NOTE Sam . A a. .o; e : 6 /2•r srm 12• LOW mnERED ON CONCRETE FOUM LOM. USE 1 - 1/2- . SIM BAR FOR FOUTIRLS W TO 3r CUBE USE 2 - 1/r • IIAAS FOR FOCINICS IP TO 44• CUBE AND 3 - 1/2' • BAW FON FOOIINOS IP TO Sr C1Ei SCHEDULE 'F' - COLUMN TO FOOTING 05141fCIIONS FOR 18' TO 42' FOOTING SIZES �sl FOOTING SIZE *HILTI FASTENER CONNECTION TO FOR CNOR d• (INCHES) (OR EQUAL) SIZE COLUNN TUBE gpL75 •d• = 16' 2-1 4% . r d 1-5/111`0 BOLT 430j 20' 2-0 2 2 1 22' 2-5/161* BOLTS 6501 24' 2-3/9'0 BOLTS 794 26' 2-1 13 11rd BOLTS 13 28• 13300 30' 16700 3Y 2-5/810 . 4'd 2000f- 34- NIA Se N/A 3e'.. x N/A 40' N/A 42• 3-3/e.0 BOLTS N/A QROFESSIpNq ����GS• j9/c; a= � " No. 16273 a E.D• X30,17 9 CI C JUN 14 W ©ALTERNATE FREESTANDING STRUCTURE COLUMN ••d' SIZE IN ANCHOR BOLT OR L�j) FASTENER SIZES INDICATES DEPTH TO FOOTING CONNECTION DETAIL OF EIABEDWENT. E%ANPLE 2 1 2 d INDICATES 2 1/2- EMBEDMENT OF ANCHOR 'OR EOUAL' TO HILT) F ERS, ALTERNATEST PE WBO ES. A0PROdED TO PROVIDE ALLOWABLE TENSION EQUAL TO "REQ D TENSION FOR ANCHOR BOX VALUES SHOWN. HILTI INDICATES HILTI KB -II ANCHOR BOLTS PER ICBO E.S. EV ;4627. ® ATTACHED STRUCTURE COLUMN TO FOOTING ®FOOTING SCHEDULE CONNECTION DETAIL V — 18' TO 32` T;F,DATE REVISION DATE REVISION HILTI FASTENER ALTERNATE / "j , caL16N ANGIAS Iw 3 1/1• wWC. SLAB N0. 2 7 4••:.i. •r •fir: � IN= e• MX ovr i... �.. ql 1 JKMf F ALIF�S` .. � .•;.. �.. Re� 3 -31—a -L ® COLUMN CONNECTION DETAIL FOR SUB a FOOTING ATTACHMENT ENGINEERS STAMP �ti•Ii1�L`l�r�g Engineering Services 1140 All Pro Drive Elkhart, IN 46514 KG ICBO ES EVALUATION REPORT NO. ER -2621P NONE OR FART COMPONENT PARTS do CONNECTION DETAILS 2/8/2000 N 97CD06 M60F 9 6-5/16'0 oFr 3 1/Yx10•:12 GA: 'C' ® C—BEAM TO COLUMN CONNECTION POST 5/16• BOL'15 SEE TABLE 8.4 COLUMN E4 FOR QUANTITY (MM) 3. w 1 WIN. .50 5 1/2' x 10• ALUM VF BEAM OR 5 1 /2' x 7' ALUM IIF BEAM OR r-4 1 22' x 6' ALUM W= BEAM 1 1/2 1 COLUMN 1.01 8-5/16' BOL 0' T YP CUT BOTTOM FLANGE of I -BEAM AS SHOWN AT 14 COLUMN ® ALTERNATE — 4 1/2' X 6' X 5 1/2' X 7" ALUM. W BEAM CONNECTION DETAIL •5" •Lo n r* 1 1-- f �-O nL' 70P PLATE A• 01' � r11� TOP PLATE 'B' 1' COLUMN SIZE + V w COLUMN SIZE + 1/2' WITH A MINIMUM OF 4.5' ® TOP PLATES 'A' do 'B' AND SCHEDULE 'B' FOR TOP PLATE CONNECTIONS WITH 'I' BEAMS (Y. Z. AA) ON STEEL POSTS 3.0'— .01. 4-114 so 1.0' .5' � 3' : 3• S1E'EL I.0' HEADER AB' 6.0' 6-/14 SMS 1.0' 1.0' ® COLUMN TO HEADER CONNECTION FOR 3' X 3' STEEL HEADER 'AE' 5,5' 2 5/16' BOLTS W/ 1.0' DIA. 1.575' x 3/32' THK. STL. WASHER 750' .100' J7 :!:I - 2.5' 1. ' .750' I .056 16' BOLTS 3' x 3' COLUMN ALL '1' BEAMS & 'C' BEAMS USE TABLE 8.3 COLUMN 'J' FOR QUANTITY OF HORIZONTAL BOLT USE TABLE 8.4 COLUMN 'N' FOR VERTICAL BOLTS. ALTERNATE 3' SO. COLUMN CONNECTOR BRACKET (6063-T6 ALUM. ALLOY) ALUMINUM 'I' BEAM or, STEEL. •C• BEAM 2 5/16' Ban W/ I' DIA 2 5/16BOLTS SEE xTHK. SIL WASHER TA13LF Ba .COLUMN 7 t=0.125" QUANTITY C0" •q• QRp�cg 'K' FOR QUANTITY / 4 o. 16273 STEEL COLUMN Z��I�j OV p. 07 't - 0.046' nw i 1 (@3' ST OLUMN T HEADER CONN. BRACKET (6063-T6 ALUM.) JUN 14 2005 f �A� Q 3 TE REVISION DATE REVISION Engineering Ser'vicos 16213 it �!�!l�iCP�UZ8,Il1�'. 1140 All Pro or 14 Pio < ElkhoA C10. o, IN 46514 I ' CMp ICBG ES EVALUATION REPORT NO. ER -2621P - �!° 70 Zp93 NONE PART COMPONENT PARTS d CONNECTION DETAtSNAME it EN INFER STAMP 2/6/2000 97C007 7 OF 9 7' X 5 1/2' 1-13EAM SPLICE (6061—T6 ALUM. ALLOY) ® SPLICE DETAILS 5 1/2' I BEAN SPUCES :H sox 1' BEAM TT I' AWNING ANCHORS 2 ANCHOR 3 ANCHOR 4 ANCHOR 2. ,. OR 4 ANCHOR DETAN_ 15' iT AWNING ANCHOR CLEARCENTER IN FOOTING 11 SINCLF ANCHOR DETAIL 8! ANCHOR DETAILS FOR ATTACHED STRUCTURES 7' C SPLICES (6061—T6 ALUM. ALLOY) ® 7' X 5 1/2' ALUM. I—BEAM SPLICE BOLT LAYOUT 3— J14 SMS EACH SIDE 3'X 8' ALUM, HEAD 2'X 6 1/2'X .024' ALUM. SIDEPLA OBG 3" x 8" HEADER CONNECTION FOOTING d' (IN) ALTERNATE FOOTING SIZE NO. OF ANCHORS 18 12wX 12'X 15 1 20 15'X 15"X 15' 1 22 18 18 X 1 •24 20'9 20X 15' 1 26 20'X 20N 15 1 28 24'X 24X 15' 2 30 24X 24 15' 2 32 24X 24 15' 3 34 24X 4 15 4 36 124 24-X 15' 4 0 1/4' 2X 6 1/2' ALUM. HEADERS No. 16273 EYD• 6.30,0 r W�_o APR 18 ; 5 1 2' ♦ V 3'X 3' 14 3-14 SMS EACH SIDSMS COLUMN SIDE OF COLUMN i/2' ALUM. 3'X 3' ALUM. LA COLUMN WITH SIDEPLATE S END VIEW 3— #14 SMS DOUBLE 2" X 6 1/2" EACH SIDE SHEADER CONNECTION ]KITH SIDEPLATES�NO O = Engineering ServIces 1140 NI Pro Draw Elkhart_ ql 46514 CMPNCBO ES EVALUATION REPORT NO. ER -2621P qjf GAi1Fj DRNNING 02 NONE tr fA1FART OoI+IPONENT PARTS Alt CONNECTION DETAILS SHEEr GINEERS STAMP 2/e/20DO 97cDN>e 8 OF 9 No. 16273 Exp, X30- ° 1 O.Oa' EXTRUDED HEADER SPUCE LATIN TIGHT fTf PDE HEADER TYR 4- 1/4' BOLLS h /14 S.M.S - 712 I � " "1 SPLWrOETAIL 7 ® 51 2' EXTRUDED HEADER SPLICE (6061-76 ALUM. ALLOY) lyx 1.6' SMS SEE TABLE FOR SPACING ® 3 1/2" 'G' RAIL (6063—T6 ALUM. ALLOY) ALTERNATE 2—'2'X 6 1/2' HEADERS IN PLACE OF 3•X 8' HEADER WITH POST do SIDEPLATES 37( 3' POST ®ALTERNATE 2-2' X 6 1/2' HEADERS 3 /14 SMS EACH SIDE 4, 3'- X B'• BOX v BEAM HEADER X, "H* °' TAW -3X 3' ALUMINUM COLUMN 3' 3 /14 SMS EACH SIDEALUMINUM 'H:EIRACKET FOR CONNECTING COLLIMN TO HEADER (6063—T6 ALUM. ALLOY) 3,J14 SMS EACH SIDE f4, / OR 2 5/16' BOLTS ��,� No• 16 10) • .d E.o 0 3'X 3' 'X 6 1/2' COLUMN-)- SIDEPIATESol ALUM. F=NG i( BRACKET /Qc•.f'Y �•Q �:� 23/6'x31/2'USE Y ON SL.AB SFE NOTE • „ OR d-2 ' FOQfER 1 AT RIGHT ��OR OR SMALLER W rIO. I d FOOTING f ' ® ALUMINUM FOOTING BRACKET FOR CONNECTING lgTE LF \��v 3_31�rt, COLUMN TO CONIC. SLAB OR FOOTING (6063—T6 ALUM. ALLOY) ENGI S STAMP 216 1/211 12' . �HM ALUM. flgm;_._ • 16' OR 24' ROLLFORiED O.C. IIfAn • f0* 21! 6 1/2' ALUM. FAS" 6 � ® ALTERNATE—DECORATiVE ,,FASCIA TRIM ® 3 1/2' 'J' HANGER (6(163—T6 ALUM. ALLOY) E NDN -STRUCTURAL 2.108• COMPONENT . Va 5 1/2' EXTRUDED SIDE FASCIA (6063—T6 ALUM. ALLOY) REVISION I DATE REVISION Englnaaring Services 6waga 1140 All Pro CrIve 514 0ElkMrt. IN 4aS11 KG jCq+ ES EVALUATON REPORT NO. ER -2621P NONE OR PART COMPONENT PARTS be CONNECTION DETAILS NAME 2/8/2000 M 97CD09 9 OF 9 No. 16273 uV, 8.30' 01 JUN 14 2005 3 - cc L1 HEADER (3006-1-1391 ALUM. ALLOY) O RAFTER do SIDEPLATES (3006-H391 ALUM. ALLOY) *'Vo 8 SYS EACH 41, D WINCER 4- f'8 96 SEE TABLE 3iAT RIGHT. 15/18 131000 USED W\2' X 6 1/2' RAFTERS fiRAC 0 USED W/3' X r RAFTERS L7 RAFTER TO HEADER CONNECTION BRACKETS (6063-T5 ALUM. ALLOY, 't'=.060' 1,/TORY , ® LATTICE (3105-H25 ALUM. ALLOY) e OR .0265' ' ©4 COLUMN (3006-H391 ALUM. ALLOY) 1/4' x 4' LAG SCREW SEE TABLE 8.5 COLUMN UGER- 2 X DEPTH ANC4 FOR QUANTITY ALL 10 PSF USE 1 LAG4rALT. S� PER STUD 16' O/C ALUM. STRUCESON HANGERN LLZ6R LEER LC B.O. p- /10X ES EV. 11156 ® ALTERNATE RAFTER TO WALL CONN. .048 MIN. ASTM A-653 Fy=40 KSI © STEEL CONNECTOR FOR WOOD COLUMN CONNECTION LATTICE t8 _: 22 1FOR 12' F/1•• OR 1• LATTICE RAFTER L9 LATTICE TO RAFTER CONN, I' TTP 2 -JB SMS EACH SIDE — L= 1.92' FOR 1' X 6 1/2' RAFTERS L= 2.y' FOR 3' X I' raR 71315. I Irir M x , 13/4• WOOD SCAEITS OR 2-10 SYS INTO METAL (6063-T5 ALUM. ALLOY, T= 0.0401 L6 RAFTER HANGER HEADER HEADER DETAIL MAXIMUM MAX FASTENTING GAGE WIND LOAD TRIB .042 3' x 8' L1 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 DHL 2 x 6 L11 90 MPH PATIO 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. u DATE I REVISION { DATE I REVISION N . 2 70 a� >G7 3 31a 2 Engineering Services rl,Q 11/1 \Q '� I�ID�ICPl�U'�Q� 1140 All Pro6514 ElkhoA, IN <6514 F (,AL1Fmm Iff.KC ICW ES EVALUATION REPORT NO. ER -2621P our.- DMIANG NONE COMPONENT PARTS d CONNECRION DETAILSMWEE FOR PATIO k COMMERCIAL LATTICE STRUCTURES SH ENGINEERS STAMP �28/2000 tv 97LTOI 1 OF 4 No,16213 'I W. aaa c tea JUN 14 z6M I/fO lKASIC BXkS KID BOX SECIIDN. NOTE USE MiASTIC FEDI TO Fu 1L! DW ACOS HODS USED WHEN ATTTT S.MS. KM ANORIEA BOT( SECTION IN WHICH THE SMS IBM WOULD EXCEED 2 1/2'. i0 PLASTIC PLUG DETAIL 1 .688"(4) JA' r4 I 0941) 10" R X .7 0"(4) 10' HIGH ALUMAX .68 "(4) I.0• .43714) I125' RAD. 36 x 70' .062" RAD. (20) (12) ,187' RAD.(16) L31 FLUTED COLUMN (3' ALUM. 6063-T6) 't' = 0.062' UNLESS OTHERWISE NOTED ERNATE 2- 2'X 6 1/2" J3ERS IN PLACE OF 8' HEADER WITH T & SIDEPLATES 3" POST 0 ALTERNATE 2-2' X 6 1/2" HEADERS 3.00 0.72 �1.56� 0.72 -►� 0.93 �-- 0�.72 93 156 3.D0 --� . 0.28 0.37 0.72 -1� ►0.17 T (IN)= 0.024, 0.030, 0.040 (ALUM) 0.048 (STEEL) COLUMNS MAY BE TRIMMED W/FLD(- ALUM. FACING. L30 3' ALTERNATE COLUMN (3003-1-116 ALUM. ALLOY OR A-446 Fy=40 KSI STEEL) H SPLICE MW CENTERED ON COLUMN E 2- 14 10 0 SIDE 3' X 8' W -40M o ger 2- 2' X 6_1/2' 9DEPlA1E3 3 ONE EKH 5� OF i I C0.UYN OoLLpm Lib HEADER SPLICE DETAIL No 16.13 i ,k " No. 162133 E•C b.]6 TaD Q' C V� \P A 3.00', 4.00". -188" : R � 8 2pp3 9.00' OR 6.00' TYP• AP4", 5° OR 6° JUN 14 200 IL L32 3", STEEL COLUMN Fy=36 KSI 3.00', 4.00' 5.00' OR 6.00' # �® IV DATE REVISION DATE REVISION Engineering Services �" 1140 All Pro 6514 T]Idwrf, IN tliSlt FM bT- NG ICBG ES EVALUATION REPORT NO. ER -2621P NONE COMPONENT PARTS 3 CONNELTION DETAILS NAME FOR PATIO a COMMERCIAL tAT110E STRUCTURES 5HEET 2/8/2000 97LT03 2 OF 4 . 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' .100` 1 2.5' .0` .750' .056 --+-I 5/16' BOLTS SEE TABLE 83 COLUMN 'M' FOR QUANTITY .048 x 3' x 3' STEEL POST 3"X "B" BOX BEAM WRAP ALTERNATE 3' SQ. COLUMN CONNECTOR BRACKET ® (6063—TB ALUM. ALLOY) 8"X 12 GA. BEAM L23 3" X 12" X 12 GA. STL. 'C' BEAM WRAP W/ 3" X 8" ALUM. BOX BEAM DETAIL 3" X 8" — 1 FOR ATTACHED STRUCTURES COLUMN TO WRAPPED 3" X 8" X 12 GA. 'C' BEAM HEADER CONNECTIONS "tCJJ C n�-- Nc. Iti�i� .• •, tGi:�1 t EERS STAMP D DATE I213 t,v 06 07 UN 1 4 2W APR 18 2003 J G No. 16273�/ lip. 6,30- REVISION I DATE I REVISION Engineering Services AZ"ii 1140 AN Pro DrtweAWMftW. M 0514 IC80 ES M4MAMM REPORT NO. ER -2621P NOW IMUM COMPO►EW PARIECB IS i CONON DEVILS FOR POW E COORM CaK LAMM SIRUMMES �2/8/2�OW97LT03 1. 3 OF 4 3' X 8' BOX BEAM HEADER —AWM. 'H' i BRACKET 30X 3' ALUM. COLUMN L24 ALUMINUM 'H' BRACKET FOR CONNECTING COLUMN TO HEADER (6063—T6 ALUM. ALLOY) 3.#14 SMSEACHSIDE OR 2 5/16' BOLTS .038. OR _042' s 3' z 8' HEADER '1 • e 3/8' HILTI KVDC L 1KLT II V/ P..3' '1 EKBEDIIENT ooe Is 3'X 3' I I 'X 6 1/2' .L9 ° POST I SIDEPLATES I ALUM. FOOTING I BRACKET +r I i SLAB OR FOOTING L27 ALUMINUM FOOTING BRACKET FOR CONNECTING POST TO CONC. SLAB OR FOOTING (60637-T6 ALUM. ALLOY) ©5 70 do 90 MPH WIND SPEED ,.,— a 914 SMS EACH SIDE 2 #14 SMS EACH SIDE 3'% 3' POSTS ' COLUMN W/ 'H' BRACKET le�� SPLICE CENTERMON oaIIIIST M� 2- i14 SMS0 �j SSE 3' X 8' HEWER e 0 T X 6RX 9DFPlA1tS 3' �ACN S�Ut of 4 1 am L1 HEADER SPLICE DETAIL o= NO. 0 " No. 16273 °O Ea. 630• i� Ivl F C IF f rl.tT APR 18 2003 ENGIN S STAMP 3'X 8' 0 3 914 SMS EACH SIDE 1"" 0 0�9 #14 SMS EACH SIDE SIDEP'L 3'X 3' POSE i COLUMN W/ SIDEPLATES .,..•.: • . i int. 12' O1 Y FSM QiAdm iT� PA. IIIIU t:; ® SAFETY STAKE IN CONCRETE FOOTING DATE I REVISION I DATE ,Mo. 16273 Ell 630- -1 JUN 14 REVISION j ' � � COU NTy Engineering SorvlceePpPROVIED �ING,p✓���/���4 ���� 1140 All Pro Drt#o514 0Elkf�mt, iN 44514 WON ur KG ICW ES EVALUATION REPORT NO. ER -2621P YLL NONE OR Nm COMPONENT PARIS ! CONNE MION OETAILS VWAEFOR PAW r COM AI RCIAL LATTICES STRUCTURES 2✓e/2� 97L� 4 OF 4 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: 59 WRIGHT AVE Owner: Permit No: B06-2608 APN: 024-110-073 PANNELL, JAMES E JR,ETAL Issued Date: 11/20/2006 By KEJ Permit type: MISCELLANEOUS 59 WRIGHT AVE Subtype: Private Pool GRIDLEY, CA 95948 Expiration Date: 11/20/2007 Description: POOL MASTER 01-520 Occupancy: Zoning: A5 Contractor Applicant: Square Footage: BI - COUNTY POOL CONSTRUCTION BI - COUNTY POOL CONSTR Building Garage Remdl/Addn 871 VON GELDERN WAY 871 VON GELDERN WAY YUBA CITY, CA 95991 YUBA CITY, CA 95991 Other Porch/Patio Total (530) 673-3786 (530) 673-3786 FEE INFORMATION Swim Pool -Master Plan Coord $467.42 Total Charged: $467.42 Fees Paid: $467.42 Balance Due: $0.00 Receipt No: B782 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 BI - COUNTY POOL CONSTRUI 720512 / C53 / 03/31/2008 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 U D I HEREBY AFFIRER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing withM 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 11/20/2006 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractor 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 OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: HAVE AND WILL the work himself or herself or through his or her own employees, provided that such improvements ❑I 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 cr erformance of the work for which this permit is issued. improve for the purpose of sale.). 1 I 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 Contractor's 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: 618-0000005 Exp. Date:01/01/2007 Contractor's License Law.). (This section need not be completed if the permit is or one ellars ($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 11/20/2006 compensati provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owners Signature Date provision X 11/20/2006 1 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 State laws relating to building SignatU a 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 in any way with HUNDRED THOUSAND DOLLARS $100,000 , IN ADDITION TO THE COST OF COMPENSATION, ( ) the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the t is is a t authorize DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupant any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County �ante�ve tioned property for inspection purposes. I hereby certify that I am the propertyed to acton the pyo erty owner's behalf. 'i,f^�jp011/20/2006 CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name df Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) ElOwner 5/contractor OR. DAgent for Owner DAgent for Contractor FILE COPY Lenders Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** ' CONTRACTOR OWNER INFORMATION Last Namei Address g,7 vont Name e / Address -.- State A. City ( Stat Zip Phone QGt v 3 Fax E-mail Fax E-mail CONTRACTOR Name nJ � Address g,7 vont (Sc Uer City U n _/ 7'� Phone q 16 q Zi q2,&-7 State A. Zip 1� 171 Phone �7�3—r compensation must be shown at the time of permit issuance. Fax (.73-4/07:J E-mail Phone Li #/ Class ARCHITECT/ENGINEER Name /J 2. ti! �$p.t'd— /L Addres� hn &I � ' wcLBlvd- - 7 At 5 N Ci y /v T State Zi Phone q 16 q Zi q2,&-7 4) iG E-mail State License Number 7 (.0 APPLICANT SIGNATURE For office use only: APPLICANT INFORMATION Name %� (gyp � Address Page /__ (-A�r� � City Date Approved: compensation must be shown at the time of permit issuance. State Zip Phone %3 Address R 9� Fax E-mail APPLICANT SIGNATURE For office use only: Zoning Flood Zone SRA I Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. BP BIN # PROJECT LOCATION. AP# Z 073 Property Address S W/11 �- City� / Cross Street civ WORKER'S COMPENSATION Policy Number Carrier I'Alk / /Vv W If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENC Name Address R 9� 1 1 D7 OVER FOR SUBMITTAL REQUIREMENTS U KAFORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 3 Description or Scope of Work: 91)421 177a 5A- r AX "'i o i�ao Sq FT- Living 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 required. 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. Amount: Bldg SRA Receipt #: Sheriff (j % SMIP Dat9" 0`pOther �Total� REV 8-12-05 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. .Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer , or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 3 REV 8-12-05 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: B06-2608 Job Address: 59 WRIGHT AVE Contractor: BI - COUNTY POOL CONSTRUCTION 871 VON GELDERN WAY YUBA CITY, CA 95991 Printed: 11/06/2006 2:19 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt Swim Pool -Master Plan 7oord 0010-440001-4210500-1010 $467.42 11/06/2006 ' $467.42 467.42 $467.42 Printed By: Karen Jones Balance Due: $0.00 At the time of permit application a dvised the above fees are -required prior ro issuance of the permit. These fees may be changed during the plan checking process. Signature: Date: 11/06/2006 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 fora protest are specified in Government Code Section 66020(a). 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. • 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 http://municipalcodes.lexisnexis.com/codesibutteco/ Reference Number: B06-2608 Location: 59 WRIGHT AVE Parcel Number: 024-110-073 Date: 11/06/2006 Owner Name: PANNELL, JAMES E JR,ETAL Phone: POOL MASTER 01-520 Signature of Property Owner: FILE Date: 11/06/2006 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: B06-2608 Date: 11/06/2006 Location: 59 WRIGHT AVE By: KEJ Parcel Number: 024-110-073 Sub Type: Private Pool Owner Name: PANNELL, JAMES E JR,ETAL Phone: Description: POOL MASTER 01-520 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: Date: 11/06/2006 Title: FILE ?� i BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES INSPECTION CARD 24 Hour Inspection Line: (530) 538-7636 (Oroville) (530) 891-2834 (Chico) Office: (5"-•0) 538-7541 Fax: (530) 538-21:40 Website: www.buttecounty.net/dds Permit No: B06-2373 Issued: 11/15/2006 Address: 59 WRIGHT AVE GRIDLEY APN: 024-110-073 Permit Subtype: Room Addn-First Owner: PANNELL, JAMES E JE & NICOLE Applicant: PANNELL, JAMES E JR & NICOLE Description: ADDITION: SF(1326),GAR(723),COV(111) ALL PLAN REVISIONS MUST BE APPRO' Inspection Type PVR INSP DATE Setbacks :32 12.to. p Foundations / Footings 11 Pier/Column Footings 122 Grade Beams 114 Eufer Ground 216 Forms/Steel/Holdowns 122 -QFFICE CORY., Address GAS DateELECTR Meter By Do Not Pour Concrete Until Above are Signed Pre -Slab 124 Gas Test 404 Masonry Grout 120 Masonry Bond Beam 119 Underfloor Framing 149 ' -� 11,2R.t Underfloor Ducts 319 Shear Transfer 136 Under Floor Plumbing 412 , iZ, A Under Slab Plumbing 411 Gas Piping 403 ,-, , Do Not Install Floor Sheathing or Slab Until Above Signed Rough Framing 128 f ri� Rough Plumbing 406 Rough Mechanical 31'6 19. Rough Electrica 208 Gas Piping 403 Roof Nail 129 Shower Pan/Tub Test 408 �- Fire Sprinkler 702 �Y Do Not Insulate Until :above Signed Wall Insulation 117 Ceiling Insulation 118 Do Not Cover Until Above Signed T -Bar Ceiling / RC 145 Gas Test 404 Stucco Lath 142 . . Z. a7 - Stucco Scratch 143 tM Stucco Brown 144 Building Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Project Final 801 Z MUST BE ON JOB SITE JOB SHALL BE READY PRIOR TO CALLING FOR INSPECTION. THE INSPECTION CARD AND APPROVED PLANS MUST BE AVAILABLE FOR EACH INSPECTION OR THE INSPECTION WILL NOT BE MADE AND A RE -INSPECTION FEE MAY BE ASSESSED. BY THE COUNTY BEFORE PROCEEDING P 'I I PERMITS BECOME NULL AND OID I YEARN W THE DATE OF ISSUANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A I YEARIRENEWAL 30 DAYS PRIOR TO EXPIRATION Inspector Copy Inspection,. O F-77M�� -QFFICE CORY., Address GAS DateELECTR Meter By —. G T COUNTY OF BUTTE BUILDING DIVISION ' DEPARTMENT OF DEVELOPMENT SERVICES "- 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. <; A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. - �LIL b- ( N K S F es-- t i �' cen e r. _44 e r g 4-J� e•�.� ., 6� IF /�' t `$� f v v"L 49 I Ale r � �_T r ft_ Date Inspector�'K REV 4/05 Phone #M ���3 :"' FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 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: 59 WRIGHT AVE Owner: Permit No: B06-2373 APN: 024-110-073 PANNELL, JAMES E JR & NICO Issued Date: 11/15/2006 By KEJ Permit type: MISCELLANEOUS 59 WRIGHT AVE Subtype: Room Addn-First Stry GRIDLEY, CA 95948 Expiration Date: 11/15/2007 Description: ADDITION: SF(1326),GAR(723),CO1 (530) 846-3734 Occupancy: Zoning: A5 Contractor Applicant: Square Footage: HUNTER CONSTRUCTION PANNELL, JAMES E JR & NII Building Garage Remdl/Addn 1205 FRENCH AVE 59 WRIGHT AVE 1,326 723 GRIDLEY, CA 95948 GRIDLEY, CA 95948 Other Porch/Patio Total (530) 846-5095 (530) 846-3734 111 2,160 FEE INFORMATION Room Addition - First Story $775.36 Room Addition - First Story PC $516.91 SMIP - Residential $10.53 Total Charged: $1,302.80 Fees Paid: $1,302.80 Balance Due: $0.00 Receipt No: B860 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 HUNTER CONSTRUCTION CSLB-783743 / B / 08/31/2008 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 and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 11/15/2006 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractors 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 OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION 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 E]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.). ❑ I 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 Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compansation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). Carrier: Policy Number: Exp. Date: (This section need not be completed if the permit is oror one 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 f SSUED, 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 11/15/2006 compensation provisions of Section 370 the Labor Code, I shall forthwith comply with those Signature Date provisions. X 11/15/2006 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 State laws relating to building Si re ate WA NTNG: FA CURE 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 HUNDRED THOUSAND DOLLARS $100,000 , IN ADDITION TO THE COST OF COMPENSATION, ( ) tvery, including death, and property damage caused t is arising out of, a in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte FEES. Co er the above mentioned properly for inspection purposes. I hereby certify that I am the rope in authorized to act on the property owner's behalf. CONSTRUCTION LENDING AGENCY 11/15/2006 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending age ame of ermittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner Contractor OR; Agent for Owner Agent for Contractor FILE COPY Lenders Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY* OWNER INFORMATION Last NameName Van n e- i firsta m -P—S L-A I Mailing Address 5 pl \ r �J jt U -p City CI U State ���C Zip C� S q 4g Phone S 4�c 3-7 3 Fax E-mail %. • ARCHITECT/ENGINEER CONTRACTOR Name y -'0 I -k� Address City Pho - U State Zip Phone � _ ro � �- J Fax E-mail Planner Uc. # m Class ARCHITECT/ENGINEER Name ' , . . L (/ e e h� Address l a 4 �lJ U J � v 99 �/ City 1 � V/, 0 1 State Co Zip q,5q,8 Pho - U Fax E-mail State License Number APPLICANT INFORMATION Name ' Gdle-- h.-)--)--eA Address / , t r 1` h 1 'tdL vp� I ,q City Yi[.(bb , ate C�a Zip n Phon p� DD Type Const. E-mail f IIF__ax Pl ell SrJL 1v�GL -�7 M LA APPLICANT SIGNATURE X C6(.P_ For office use only: AP# oa - X10' Zoning s Flood Zone SRA I Yes o Occ. WORKER'S COMPENSATION Type Const. Subdivision Name If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. Map Book Page ! of # Planner Date Approved: PERMIT NO. N2W5 BIN # PROJECT LOCATION AP# oa - X10' Property Address q wrl h+ 1+1/t City 1 4 Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work- � m �ila�� s, •, �'zaio ��� f q � l- bvin ar2, Cae Open Cove / ❑ ruc ure Built without ❑ 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. I I Received by:0 1 Amount: s 516,91 Bldg Ij Receipt #: 6�dq Date: ��-S_C( 2111 SRA Sheriff IP Total ,�.+--.......-..yam:._.-.st"4•""'r",.'.'""e_'�.vr•...�.e.......-a,.,..-�...,�.r....s.-n-r .rcz-rP.^-r`iJ^fTrt`.�ar--..r✓. r�}j ....-r r .. ti .... r � BUTTE COUNTY SCHOOLS IMPACTYEE CERTIFICATION FORM (One form per Building) School District ► 1 Building. Department No..D— A.P. Number "%l0" Jurisdiction: 'City ®County Property Owner / :? i'i it ta/ _ LJ/rr /IZD_ -S Property Location/Address C oacldLamu eA Subdivision Lot No. r ............................ ............... .................... Residential Development JQ Q . Q Sq. Footage oQ No of Living Mobile Home AtIclitioln -supplemental to (Group. ) Units Installation < ZC reversion Permit # *(No foundation inspection) 1 ..................................................................... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial 0 Q Sq. Footage eve Addition (Including Exterior Roofed Areas) Bui ding Department Representative . Date District ICdentification No. t: ► Ictn h % S t P A School District certifies that QA ,r" Cd r ! e \• 1 % n 0A (Applicant) (Street Address) —� (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No.' 1� . (C) 60 G by payment of $ representing 1 �j�. to square feet. rB 2926L MITIGATION $ 61PA'"T-ii gni Paid by Check # Remarks: 4 c-6. 1 q 1 II-Ir.,.o4 Date Notice: You may protest the Imposition of the fees Identified above by submitting a written protast.to the DWMct. In compliance with Government Cods Section 66020(a), within 90 days from the date teas are paid. Failure to submit a timely written protest will prohibit you from challenging On Imposition of the fees in any court action. ff. subsequent to the School District Representstive signing tits Butte County Schools Impact Fee Certification Form, the School District to notified by the applicable Local Planning AgwM that this project Is beteg rwlewed under the CalHamla EnWonmental Quality Act (CEM), this project may be subject to additional school fen to fully midgete he Impact on the school district's schools. White (school district), Yell (building department), Pink (applicant). f elmm xis (30SWmn 1 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 PERMIT APPLICATION DATA SHEET Reference Number: B06-2373 Date: 10/05/2006 Location: 59 WRIGHT AVE By: KCG Parcel Number: 024-110-073 Sub Type: Room Addn-First Str Owner Name: PANNELL, JAMES E JR & NICOLE Phone: (530) 846-3734 Description: ADDITION: SF(1326),GAR(723),COV(111) The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No DRAINAGE DISTRICTS ❑ ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 ❑ ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 ❑ ❑ City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 R R ■ ■ ■ PM R PARKS & RECREATION DISTRICTS Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 SCHOOL DISTRICTS Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext: 105 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: Other: ❑ ❑ Other: Signature of Property Owner: FILE Date: 10/05/2006 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: B06-2373 Location: 59 WRIGHT AVE Parcel Number: 024-110-073 Owner Name: PANNELL, JAMES E JR & NICOLE Description: ADDITION: SF(1326),GAR(723),COV(111) Date: 10/05/2006 By: KCG Sub Type: Room Addn-First Str Phone:' (530) 846-3734 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. Title: ��,� -r FILE V, Date: 10/05/2006 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: 0 Make sure your application is complete. 0 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:HmuniciDalcodes.lexisnexis.com/codes/butteco/ Reference Number: B06-2373 Location: 59 WRIGHT AVE Parcel Number: 024-110-073 Owner Name: PANNELL, JAMES E JR & NICOLE Description: ADDITION: SF(1326),GAR(723),CO1 Signature of Property FILE Date: 10/05/2006 Phone: (530) 846-3734 Date: 10/05/2006 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: B06-2373 Job Address: 59 WRIGHT AVE Contractor: HUNTER CONSTRUCTION 1205 FRENCH AVE GRIDLEY, CA 95948 Printed: 10/05/2006 8:49 am Fee Description Account Number Fee Amount Paid Date Pmt Amt Room Addition - First Story 0010-440001-4210500-1010 $775.36 Room Addition - First Story PC 0010-440001-4210500-1010 $516.91 10/05/2006 $516.91 SMIP - Residential 1001-0-280-1011298 $10.53 Printed By: Kourtni Graham 11302.80 $516.91 Balance Due: $785.89 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: Date: 10/05/2006 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). a I COUNTY OF BUTTE J� BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humbo'dt Road, Chico .ICA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541V. :3 r 747 Elliott Foad, Paradise,•CA - (916) 872-6307 .`' CORRECTION NOTICE+ .`'R 0 n"��5 J�? Z�V 6,A1 r OWNER — PERMIfi NO. A routine inspection indicates thatihe following violations of Butte County Ordinances exist at t' the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, , please contact this office Immediately. `t Date 17 l�Inspectc+r REV 10/9 c�a Complainant: Address: Phone Number Other Comments: Building Inspector must draw a plot plan with all buildings and violations: Additional comments from Building Inspector: OVER n 6 f 1 024711-0-073.- 9572246'B' `�. BOX, James & Karen 59 Wright Avenue; Gridley 4� ..;• (reroof/SF) ,.l 1 i COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMI{NT SERVICES - BUILDING DIVISION / 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 024--110-473 ZONING BUILD I PERMIT OWNER JAMES & KAREN BOK TELEPHONE SO, FT, OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 59 WRIGHT AVE GRIDLEY • CONTRACTOR'S NAME ��}y�p OWNER TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNMOWN Total Valuation $ LENDER'S MAIUNG ADDRESS Fling Fee $ 20,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDINGADORESS 59 WRIGHT AVE PERMITFEE$ GRIDLEY PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP Solar or heat pump Water heater 23.00 USEOFSTRUCTURE SF 5 Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other INl Describe Work: 32 SO COMP Mobile Home I S I G W @20.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filinq Fee 20.00 Main Service a OR LESS ( 2ooA OR LESS / 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. NO. OWNER -BUILDER DECLARATION 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, 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. (00 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR SO. OR ( a ACC. BLDS. ) 3.50 FT. CNS. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS ) a SINGLE OUTLET CMR. Ex. Occup. (OUTLET OR FIXTURES ) 20 Q 1.00 BAL 50 Ex. Occup. OUTLEFDTS ((RRESID.)EA. ( ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiringwill 23.00 PERMITFEE $ Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation .,4of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date _9— Y 91 _ –Signatur of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHArpermit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 65.00 HAZ. I D. FEES 'IMP I FLOOD I CDF PARCEL I PD HD ISSUE This permit is hereby issued under the applicable provisions sl of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. r By, r /� `Dcatte / •y PERMITEXPIRESON '7/J 7 /7(n (Date1 Receipt No. S WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT w' COUNTY OF BUTTE -DEPARTMENT OF.,DF-VELOPMENTSERVICES-BUILDINGDIVISI 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 024-110-073 ZONING BUILDI PERMIT OWNER JAMES & KAREN BOK TELEPHCNE SO. FT. OCC. !- BUILDING VALUATION OWNER'S MAILING ADDRESS 59 WRIGHT AVE GRIDLEY 1,920.U0 CONTRACTOR'S NAME OVINER TELEPHCNE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNMOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 2000 Permit Fee $ 45. 00 ARCHITECT OR ENGINEER UCENSENO. Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS 59 WRIGHT AVE PERMITFEE $ GRIDLEY PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDNISIONS NAME PARCEL MAP Solar Or heat pump water heater 23,00 USE OF STRUCTURE SF Y3 Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other IN Describe Work: 32 SQ COMP Mobile Home TS—61 W @20.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filina Fee 20:e0 Main Service 800v OR LESS 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions :)f Chapter 9(commencing on with Section 7000) of Division 3 of the Business and Professbns Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License w or the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR OR ADONS. ( a ACC. BLDS. ) SO. 3.50 FT. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS (8 SINGLE OUTLET CIR. ) Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 BAL .50 Ex. Occup.FIXED APPWS.OR (OUTLETS (RESID.) EA) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure fo- workers' compensation, as provided for by section 3700 of the Labor Cooe, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required Dy Section 3700 of the Labor Code, for the performance of work for which this permd is issued. My workers' compensation insurance carrier and policy number are:: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issL ed. 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 sukject to the workers' compensation provisions of section 3700 of the Labor .Code, I shall forthwith comply with those provisions. `? Q y X Date _!�' ignatur of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA ermit is required for excavations over 60" deep and demolition or ccnstruction of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 65400 HAZ. D. FEES IMP FLOOD GDF PARCEL PDJworK This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON applicable pr Resolutions to d been paid. Date (Date) Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT O.B.-1 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 majo labor and materials for construction of the proposed roperty improvement: YES NO ]. 2. I HAVE HAVE NOT[ ] signe an application for a building permit for the proposecrwbrk. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S 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: CONTRACTOR'S 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 DATE: ? %/ f 'T NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER O.B.-1 Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to- be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons. professing to be contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. S�nccrel , Micha4l C. Vieira, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER James B. and Karen A. Bock 59 Wright Avenue Gridley, CA 9594E RE: Building Coe.e Violation 59 Wright Avenue, Gridley Dear Mr. and Mrs. Bock: . ....... butte Co L A N D O F N A T U R A L W E A L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 August 29, 1995 A.P. #024-11-0-073 This is a 2ourtesy notice to notify you that you are in violation of the Butte Count? Code, as follows, at the above -referenced location. Failure to obtain the required permits, inspections and approvals from this office for reroof of single family residence. Since permi-s and inspections are required for the above work, please apply for the required permit and pay the appropriate fees. A11 work must stop until the permit is issued and you are authorized by our field inspector to proceed. The field authorization cannot. be made until the existing work is inspectec and approved. It is the CDunty's goal to.obtain voluntary compliance with the Butte County Code. Howe✓er, Vou should be advised that Butte County has an active Code Enforcement Prog-am which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty S101 days to voluntarily comply with the above directions or to present as acceptable plan for abatement or corrective actions to be taken b- you. Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or teleplwne number listed above. MCV:dms cc: Assesscr Sincerely, M*icHel 4CVA*eira, C.B.0. Mann Building Inspection PERMIT NO. 411 RRR ` PERMIT EXPIRES w OWNER JIM " CONTR. Owner h. ASSESSOR PARCEL 24-11-73 LOCATION 59.Wright Ave, Gridley. y, -Y A1j1 +I< i J f • 't Temp. Power Pole - Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E JOB FINALED (Date) — Signature Z 22tk = OK 0 = Not OK otReaableNdyMOBILE HOMES MISCELLANEOUS r Date MOBILE HOME UTILITIES (Plans) OK except#'s , Date DE KS,COVERS,CARPORTS,GARAGES, Plans OK except #'s ' 1. Zoning Requirements -Setbacks -Easements (^l mooning Requirements -Setbacks -Easements 2.. Soils; Special MH Support -Sketch `� �� c/2. Footi gs; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. D s; Girders and/or Joists-Docking-Bracin tairs-Rails 4. Water; Location -Test -Easement Needed (Sketch) ood Awn - Posts=Beam R Con Shthg.-Rfo.g"� 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG <5--_Awn-Awn-., Golamns-Connections-Splice-Decal-Enclosures. - rs 7. Utility Clearance 7.-E+ec-- 8.#mg, is Anchors-Studs-Rftrs-Trusses g; ailing -Veneer -Stucco -Mesh Card -B1 Date Card -B1 Date . 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 Date ard- 1 C�d, Date "2. Footings; Size -Spacing -Marriage Line Card-BrDate i rd -B1 Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date DOLS (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 -131 Date Card -B1 Date . Card -B1 Date Card -B1 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -B1 Date Card -131 Date Card -B1 Date Card -B1 Date = OK o = Not Applicable RESIDENTIAL (Single and Duplex) = Not plicable - = Not'Ready Date UNDEAFLOOR.(Plans) OK except #'s Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 44. Hangers -Post Caps -Anchors -Connectors _2. Fig., Main; Soils -Steel -Elea Grnd.-/ /" Ftg. Depth 45. Cing. Joist-Rftr. Ties-Purlin-Roof Bract-Truss-Shthng.-Rfng. 3. Ftg., Garage; Soils -Steel-/ /" Ftg. Depth 46. Fireplace Ties or Type A Flue -Fireplace Throat 4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. Depth 47. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped 48. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel- Bloc kouts-Wrapped 49. Garage Fire Protection Framing 7. Slab; Steel -Wrapped ' 50. Property Line Firewall & Openings 8. Piers -Fireplace Ftg.-Steel 51. Ext. Doors -One T -Check Garage -3rd story, 2 exits 9. D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 52. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors 53. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchors -Regulator -Service Test 54. Siding -Nailing Veneer 12. Electric; Underground 55. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Plenums & Ducts; Clearance-Material-Supprt-Ins. 56. Glazing Area -Glass Protection -Skylights -Plastic 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 57. Shear Walls; Nailing -Bolts 15. Insulation 58. Insulation-Walls-Clg. 59. Infiltration-Walls-Wndws Card -131 Date Card -B1 Date Card -B1 Date Card -131 Date Card -131 Date Card -81 Date Card -131 Date Card -B1 Date Date PLUMBING (Permit) OK except #'s 16. Water Ht. Vent -Access -Combustion Air Date FINAL (Plans) OK except #'s 17. Water Pipe; Test & Anchors -Nail Protection 60. Ext. Steps -Door & Sidelight Protection -Landings 18. D.W.V.; Test-Fttngs & Anchors -Nail Protection 61. Smoke Detector 19. Shower Pan; Test, First Floor -Tub Access 62. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors 63. Bedroom Exiting 64. G.F.I. & Bath Fixtures & Tub Access -Spa 65. Elec. Trim & Subpanel; Breaker Sizes -Labels Card -81 Date Card -131 Date 66. Stairs &Rails Card -131 Date Card -B1 Date 67. Fireplace or Stove; Clearances -Hearth 68. Elec. Outlets at Wood Panel; Int. & Ext. Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 69. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance 23. Elec. Receptacles Spacing -Lights & Switches at Doors 70. Elec. Outlets & Receptacles at Kit. Counter 24. Size Boxes & No. of Conductors -Stapled 71. Garage Fire Door; Swing -Landing -Closer 25. Romex Installed Close to Edge of Studs & C.J. 72• A.C. Duct in Garage -Damper 26. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 73. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 27. 2 Appliance Circuits in Kitchen &Conductor Size 74. Plb., Elec. & Mech. Equip. Listed for Location 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al 75. 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 76. Insulation -Foam -Looked in Attic O Yes 77. Guard Rails & Deck Construction -Post Caps 30. Service -Riser Conductors & Ground -Main Disconnect 78. Fdn. Vents & Crawl Hole Door-Drainsge & Wood -Earth Clearance Looked under Floor 0 Yes 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 79. Following instld.; Drive 0 Yes 0 No; Walks 0 Yes 0 No; Planters 0 Yes 0 No 80. Stucco; Brown -Finish Card -B1 Date Card -131 Date 81. A.C. Unit; Disconnect, Electrical, Plumbing Card -B1 Date Card -B1 Date 82. Vents Above Roof; Plbg.-Appliance-Firepl -Clearance to Openings. Date MECHANICAL (Permit) OK except #'s 83. Water Well; Disconnect, Electrical, Plumbing 33. A.C. Ducts Insulation & Support 84. Exterior Elec. Trim; G.F.I. Receptacle -Underground 34. Vent Fan; Exhaust above insulation 85. Ventilation throughout House 35. Condensate Drain & Overflow; Size & Grade 86. Glass Protection 36. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 87. Corrections from Previous Inpections 37. Attic Access & Platform if Furnace in Attic 88. Gas Test -Meters Tagged; Gas -Electric 89. Water & Sewer Connected -C/O to Grade -HD Approval 90. Energy Compliance Certificate -Other Certificates Card -131 Date Card -B1 Date Card -B1 Date Card -131 Date Card -B1 Date Card -B1 Date Card -131 Date Card -B1 Date Date FRAMING (Plans) OK except #'s 38. Sills, Proper Material & Anchors Card -131 Date Card -B1 Date 39. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound Comments at Final: 40. Bearing Walls over Girders & Floor Nailing 41. Draft Stop in Walls (rat proof) 42. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 43. Header & Beam -Size & Bearing (NOTE: An entry must be made each time you visit job site) 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 CRRECr,T10N NOTICE r1.z' 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 a0ditionai explanation, please contact this office immediately. 11 a _ ze Inspector Date11) � V —TV COUNTY OF BUTTE -DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center.Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 -,CORUCTION NOTICE rA INtH PERMIT NO. A routine inspection Indicates that the following violations of County Ordinance exist at the above address and should, Ibe corrected. Please notify this office when correction of work is completed. if you have any question pertaining to this matter, or need,.a_dditlonal explanation, please contact this office immediately. A Inspector_ Date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT E IT N0: ASSESSOR PARCEL UMQER ZONING BUILDING PERMIT OWNER ekL T eP oN® SO. FT. OCC. BUILDING VALUATION OWNER'S MAIL -JG ADDRES'y�SI CONTRACTOR'S AMETELEPHONE CONTRACTOR'S MAI LIN ESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee ; 110 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS 1 Penalty ; BUILDING ADDRESS / J Permit fee ; PLUMBING PERMIT Filing Fee 10.00 Each Trap 1 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater oyGent 5.00 USE OF STRUCTURE SFW Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 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: (��� Permit Fee_ ; Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service DOOV OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD' 0100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the BusinessP 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 sale 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.DWEL NGLOG occuP.e S. OR ACCONSTR. (ONS.A uc , �22sgft NEW I OUTLET NON.RESID .B C CIRC S 2.50 ea WER APPARATUS e NGLE OUTLET CIR. Ex. OCCUp( O TLETS OR FIXTURES 20050t eALO 30 FIXED APPLNS, OR EX. OcCUp. OUTLETS (RESIO.) EAJ 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. ❑ 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 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 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 sai County in consequence of the granting of this permit. _ ����� X Date Signaty, a of Applicant — Owner Contractor ElAgent ❑ 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, CON5T.TYPEJ ISCHOOLIFLDOTARCLZLIPD I RD kI u Pl This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By PIT EXPIRES Date the applicable provi- resolutions to do fees . have been paid. WORKS h Date�� ns�TAReceipt No. WNITE-O.P.W., YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD-APPLI CANT ri C n �sa '13.,ESy��. ,+(,•�jt, ri. ' �*i�•7i1=,s'syA•s/::yti1,��.+. ,a+4:.i ~ ..R.A COUNTY OF BUTTE - DEPARTMENT. OF PUBLIC WORKS - BUILDING DIVISION � 7 COUNTY CENTER DRIVE - OROVILLE, C L'If.ORN1A 95965 - TELEPHONE: 916/538-7541 / 1 PERMIT APPL•IGAyTI,ON DATA"SHEET Permit No. OWNER A. P. 2 77 . No. �� '// Proposed Building Use �d9r� Building Inspector �/-2/Date��//^ 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. Plans with Energy Design Compliance Statement. . . . . . 6. School District "Fees Paid" Stamp on Floor Plan. 7 Statement of Intent fo- Non -Heated and AC Buildings. 8. Fees of $ . . . . . . . . , 9. Letter of signature authorization. 10. Sanitation approval f-om Q26- Health Dept. . . x-11 /-�� 11. Planning approval fo- (A) Use: (B) Parking:_ _ 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's LicensE Information (no., name style, classif.) _14. Owner -Builder Verification (Given to owner❑, Mail to owner ❑ ) _..._15. Improvements may be required. . . . . . . . . . . . __16. Mobilehome Installation Data. . . . . . . . - - - Pre-Inspec. request to (Date 17. Pre -Inspection for _ _ Required- Building Inspector 18. Recorded copy of Ag-icultural Acknowledgment Statement, 19. Driveway Permit. _ 20: Plot plan approval foom city of _ ;,.,Engineered trusses in duplicate (required prior to plan check) 22. When you issue the�peerm t, process as fol lows: Mai I to owner, -Mail to contractor. Telephone Oc7 - -30 and hold for pickup awn 1 office, Deliver w/inspector. �. Other 01 l CL`s) Applicant ate 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 regLired: Contractor, designer, owner, was advised of above required data by_phone---nail—counter by_ Contractor, designer, owner, was advised c, above required data by—phone—mail—counter by— Plans checked by N\ Date Plans approved by Sets of plans on hold in Copy—DPW I: File cabinet AP folder _ date date / )ate - TO Buildina Department fi FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP#. Plan Approved for: Sewage Disposal _1!:2�— Water Supply ,Hold final for: Water Supply. Final clearance O.K..for: alter Supply Clearance for _ bedroom mobile home. 0 her NOTE *** Sanitar n Date COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 r OWNER -BUILDER VERIFICATION Attention Property Owner: Phone: 916' 35 8*7541 An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification.is received., 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) 2. I (have/have not) ���� signed an 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 persons to provide the work indicated: Name Address Phone Signed: Property Owner Social Security Nu er Date. .2 - //- (,F;r2 (hired) the following Type of Work 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.` - --- - JIM 3C)Ck S ci ut/r i5 �f A ve- r1JA. 69 rS9yS .. This set of plans and specifications Ad�f1116�0 kept on the. job at all times and it is unlawful to make any c6ma es or al prn}iegs on some without wriften permission from the Department of Public Works., County of Butt. A setback of 5 ft. from the property lines and a setback of 50ft. from the road centerline shall be clear of structures or equipment except for a 2 ft. eave overhanq. 14 TTYN �014 II .z S 30 BUTS COUNTY BUILDING DEPAR-TI'VIENT 11 Ile tIV I 1 I •� , 1 4 -�- -4_*_,r4_444-11-71-i- -7r __ . '._ I - __ i �_k L4u Ate.. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, Ci,al,ifornia 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT �IW&'Oor ASSESSOR PARCEL NUMBER XXXXXXXXX 24-11-73 ZONING BUILDING PERMIT OWNER JIM BOCK TELEPHONE 846-0430 S0. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 59 Wri ht Ave. Gridley,CA 95948 CONTRACT :R•S NAME OWNER TELEPHONE 1st renewal permit CONTRACTOR'S MAILING ADDRESS • Fireplace CONSTRUCTION LENDER NONE UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ 28.25 ARCHITECT OR ENGINEER NONE LICENSE No. Plan Checking Fee a ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS 59 WRIGHT AVE. Permit fee $ 38.25 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 GRIDLEY Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5,00 Each pas water heater or vent 5,00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other add. carport SP CI FY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S 1 G 1 W 10.00 ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: 1st renewal of permit #411-88 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 1000V OR 0 AMP ORSLESS 10.00 CONTRACTORS LICENSE LAW I declare under pen 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 tiiliilw6son Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.Ei , OR ADDNS. � ACC. BLDGS. ) �20sgft NEW CONSTR U TI.OUTLET NON.RESID BRANCH CIRCUITS) 2.50 ea POWER APPARATUS &) SINGLE OUTLET CIR. ) 209300 EX. OCCUp�OUTLETS OR FIXTURES SAL030 FIXED APPLNS. Ex. OCCUp. OUTLETS IIRESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare undef i3enalty of perjury (check one): 71 The permit is for $100.00 (vaivation) or less. ❑ 1 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. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g 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. 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 inst said County in consequence of the granting of this permit. X Date Pgnature of Applicant — Owner ❑ 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 $ 38.25 OccUP. CaM]T.TYPC 1,5C..O, I FL000 PARCCL PD NO IISUC This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt No. Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile www.buttecounty.net/dds PLAN CHANGE Cl" RECHECK ❑ Owner's Name;.JQm eS,-j, 0l COI (&; Q.n n P i I AP#: (a l.i ' 10 - 0-73 BP#: Received By: Date: ) , `_ i 8 -o rl Time. 0,M Contact Person & Phone Number: �asQS �� ply�,Q�� QLj(p 373 PURPOSE OF PLAN CHANGE OR RECHECK DEVELOPMENT 0kesponse to Inspector's Correction Notice - Inspector's Name: 0 Response to Plan Check Letter - Plans Examiner's Name: *Submit two (2) drawings reflecting the plan change or. recheck for plan review. If engineering is involved, the. engineer or architect must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Drawings must clearly show changes proposed and locations involved. --,� S WHEN APPROVED: E�/- Call � �' �`�C. �`��-��l -1 q�Zfand hold for pick-up. El Deliver with Next Inspection ( for 8 %2 X 11 only) Minimum plan change fee to be collected at time of submission, plans examiner will determine if additional plan checking fees are needed:: �I1 Minimum $ CD O Additional Fee Amount: Receipt #: Revised 6/07 F• /-' , F i. r' 7 C�•G• 1 oe1 � io Cove,��E M-11 z8' �S n Cpr)cre4 %t* r�s C�K�%;VA "c ftv b' It 19,141m �o .t-ftY4,r„ CBUUNTYTTE x DEC 19 200.7 DEVELOPMENT i:_ SERVZCI- _..: F } BUTTE COUNTY Plot Plea anaa,ea - Floor Plan Altediad Sent to BD/DS AUG o 9 20P-5, C TO: Building Division =Development Servic , SERVICES FROM: Environmental Health IZBJECT: anitation Clearance --S LI l7,Ll--ti Owner Location AP# Plan Approved for: Sewage Disposal: Water Supply_ Clearance for dwelling. Other A k,Y�— A( Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Building Clearance 9/2005 Private Well 4 L Date h top 9., Ni aovtj N4 77:t W QL nijtw a2. ji 7p. onlor.4$Ao w 0! .,mv.,ost, ft • .4, ,t� t3t T4 -- --------- t, fit cl ,V 'n"fly, 79 V%fk,9; tj-�4 -.2-0 31: Xl CIO ,res I - cam, / , . � [ . 1 �; .341, dtA 1 1! IiY A 40 iT I A G -,Q) .'97,19 GOA 02'j -nn-, + iti:)"rTl E!f cilia ?j qtjILqyj 4 3A i'M Vi 21 M 6!� 11miya; 'i i 01>0 * 53WVr "AsNffif, j. - �� N � 7o?tN .vtdr•` - ,, 66 J•VMtiVfH. 0.+?I <a��1�d�J LU . _.. ._.,...� - .. 4 {•" R . ,� I� j r �'��?•�i"� � I•.1.� "1 G iq �� � � !.1' l lrl?t�;: I, I !H ' it `Ib (e . ; i ' .7 r PI 1 �' ' `•. `�`,�t,'ti `� ����; • �' . �\� ((+ ' `fie � ` `,4 � •';;. 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W V INTELLICHLOR SALT SYSTEM CARRIBEAN BLUE PE.BBLETEC 712 SQ FT SALT FINISH CONCRETE W/SAN DIEGO BUFF COLOR AND D.O.D AS NEEDED 3'1 i ACCESS 3'x5' MOSSROCK WATERFALL ON 1 HP BOOSTER PUMP, ROCK ON BEAM 18" RAISED SPA, THREE RIVERS FLAGSTONE FACING, CAP AND SLATE SPILLWAY. -�� SPA SIDE REMOTE ' EQ ti ti v I FUTURE ADDITION 12' 10'X I T PATIO COVER O r r I H[UTIUGH fHUM 1-HLirvm ITIH JUHY[TINU 6 UHAF IING 5UYYLT Ii1W-L4J•1G 4 �' I-7 CONTROLS CAri �{ =tate BT -COUNTY POOLS CONSTRUCTION, INC. 871 GARDEN HWY YUBA CI'T`Y, CA 95991 530-673-3786 Contractors License 720512' POgLIlqSPECIFICATIONS SIZE ;x o����11" $ERIMETER. V AREA � Osq, fl. �� DEPTH _ h TO -I!— VOLUME GALS. CONSTRUCTION SPECIFICATIONS RAMP SHALLOW/DEEP SWIMOUT LOVESEAT _ x _ W _ x _ EXCAVATION (COPIN / ANTII ) FENCE: DOWN BY UP BY ' HOURS OF GRADING I LOADS TO D MP STUMPS LEAVE/HAUL CONCRETE: REMOVE _ sq, it. STEEL/GUNITE/TILE/PLASTER (VORTEX/ANTI-VORTEX) RAISED BOND BEAM _ FT. x _ height RAISED BOND BEAM _ FT. x _ height DECK TIES TILE COLOR OF PLASTER Do CAP FOR BOND BEAM CAP F R RAISED BOND BEAM SPA x L_EGotTAH((O�yf DAM CAP FOR DAM IfaL SPILLWAY Stab PLUMBING SPECIFICATIONS I, POOL: NO. OF RETURNS 3—MAIN DRAIN SIZE SIZE OF SUCTION LINE FROM SKIMMER SLIDE _ FILL LINE _ FOUNTAIN LINE _ ft. SOLAR HEAT'T:s _ POOL CLEANER REVERSE FLOW PLMG. _ DIV. ORD. _ PRONG JIG SPA MAIN DRAIN SIZE _ NO. OF JETS LIGHT RETURN _ VALVE TYPE NOTE: ALL AIR LINES PLUMBED BACK TO EQUIP. (1") UTILITIES (� p ELECTRIC BY GAS BY ROL DECKING (C ER I SQ. FT. TYPE FINISH I FOOTINGS _ x x _ MASTIC DIVIDERS: TYPE DRAINS RISERS _ ft. BUILDER NOT RESPONSIBLE FOR CONCRETE, SHRUB- BERY AND / OR UNDERGROUND OBSTRUCTIONS IN ACCESS THE UNDERSIGNED APPROVES THIS WORKING PLAN AND ACKNOWLEDGES RECEIPT OF A COPY: A• I -YT UNTY PO L DE IGN D ESPECIALLY FOR S C� ,w ALESMANA1p I- / /� HOME I�L-IUSINESS 3Go- a -I DRAWN BY CHECKED BY POOL EUIPMENT _ FILTER: TYPE Y SIZE PUMP: TYPE SIZE HP- HEATER:TYPE IZE OOOBTU BLOWER: TYPE — SIZE AMPS POOL CLEANER TYPE 1 SEPARATION TANK POOL ACCESSORIES LIGHTS: POOL' PA _ LENSE KIT BOARD _ BOARD STANDARDS SLIDE STRT./LLC/RC COLOR GRAPOOB CLEANER TTPE L L(I ( H{ DRAM _ VACUUM HEAD AND _ FEET OF klOSE MAINTENANCE KIT AND POLE1�j MAP BOOK PAGE: TRACT NUMBER: LOT NUMBER: i BUTTE COUNTY BUILDING DIVISION ,APPROVED I INTELLICHLOR SALT SYSTEM CARRIBEAN BLUE PEBBLETEC 712 SQ FT SALT FINISH CONCRETE W/SAN DIEGO BUFF COLOR AND D.O.D AS NEEDED REORDER FROM CALIFORNIA SURVEYING 6 DRAFTING SUPPLY 1800.249.1414 ti IS 3',1 2 12' 10'X 12' PATIO COVER r CD � I ACCESS 3'x5' MOSSROCK WATERFALL ON l HP BOOSTER PUMP, ROCK ON BEAM / 18" RAISED SPA, THREE RIVERS FLAGSTONE FACING, CAP AND STATE SPILLWAY. SPA SIDE REMOTE EQ FUTURE ADDITION I-7 CONTROLS m„A udhnL,q . . ijbv J 9�Im BUILDER NOT RESPONSIBLE FOR CONCRETE, SHRUB- BERY AND / OR UNDERGROUND OBSTRUCTIONS IN ACCESS THE UNDERSIGNED APPROVES THIS WORKING PLAN AND ACKNOWLEDGES RECEIPT OF A COPY: Affil-COUNTY,POCII, DE LGN D ESPECIALLY FOR ' 61 ALESMANzm1 HOME — ;L-�USINESSLlb Jw l 1 a1 DRAWN BY N _ CHECKED BY BT -COUNTY POOLS CONSTRLTC'TION, INC. 871 GARDEN HWY YUBA CITY, CA 95991 530-673-3786 Contractors License 720512 POQ=LSPECIFICATIONS SIZEI V)�#I1`,$ERIMETER% AREA 21Q qft. DEPTH __4 TO __�_ VOLUME GALS. CONSTRUCTION SPECIFI�C(�ATIOf1S RAMP SHALLOW/DEEP SWIMOUT_ x LOVESEAT _ x __ WA _ x _ EXCAVATION (COPIN / ANTILIVI!5) FENCE: DOWN BY UP BY •HOURS OF GRADING )---LOADS TO D MP STUMPS LEAVE/HAUL CONCRETE: REMOVE _ sq. ft. STEEL/GUNITE/TILE/PLASTER (VORTEX/ANTI-VORTEX) RAISED BOND BEAM _ FT. x _ height RAISED BOND BEAM _ FT. x _ height DECK TIES TILE COLOR OF PLASTER CAP FOR BOND BEAM CAP F R RAISED BOND BEAM SPA x L GTH • F DAM CAP FOR DAM SPILLWAY 2 PLUMBING SPECIFICATIONS % POOL: NO. OF RETURNS ?)-MAIN DRAIN SIZE l SIZE OF SUCTION LINE FROM SKIMMER SLIDE _ FILL LINE _ FOUNTAIN LINE ft. SOLAR HEAT `T's _ POOL CLEANER REVERSE FLOW'PLMG. _ DIV. ORD. _ PRONG JIG SPA MAIN DRAIN SIZE _ NO. OF JETS LIGHT I' RETURN _ VALVE TYPE NOTE: ALL AIR LINES PLUMBED BACK TO EQUIP. I I") UTILITIES Q! p ELECTRIC BY Irv` GAS BY ITOL DECKING ICER SQ. FT. TYPE FINISH FOOTINGS _ x _ x _ MASTIC DIVIDERS: TYPE DRAINS RISERS _ ft. POOL E, UIPMENT FILTER: TYPE SIZE PUMP: TYPE SIZE HP' HEATER: TYPE SIZE OOOBTU BLOWER: TYPE SIZE AMPS POOL CLEANER TYPE i Q-A iQ 7T SEPARATION TANK POOL ACCESSORIES LIGHTS: POOLZSAnPA _ LENSE KIT BOARD _ BOARD STANDARDS SLIDE STRT./LC/RC COLOR GRAB RAILS/STEPS _ LAMER - I HANDRAIL _ POOL CLEANER TYPE IA,Ilvr W, fit VACUUM HEAD AND _ FE0 OFHC S) MAINTENANCE KIT AND POLE r MAP BOOK PAGE: TRACT NUMBER: LOT NUMBER: 0 I 110 W.11105WMIT-ITEMA 712 SQ FT SALT FINISH CONCRETE W/SAN DIEGO BUFF COLOR AND D.O.D AS NEEDED 3'x5' MOSSROCK WATERFALL ON 11-11' BOOSTER PUMP, ROCK ON BEAM SPA SIDE REMOTE EQ 3 90 � t 'S �\ � . 1 FUTURE ADDITION 2 . �i I-7 CONTROLS 12' 1 I O'X 12' PATIO COVER REORDER FROM CALIFORNIA SURVEYING 6 DRAFTING SUPPLY 1-800-243.1414 ax5`(.y+xtmdwy . 1 .f BUILDER NOT RESPONSIBLE FOR CONCRETE SHRUB- BERY AND / OR U ERGROUNO OBSTRUCTIONS IN ACCESS THE UNDERSIGNED APPROVES THIS WORKING PLAN AND ACKNOWLEDGES RECEIPT OF A COPY: Af,l-cnUNTY PO L DE$I_GN D ESPECIALLY FOR o LQek/n ALESMAN HOME � L` USINESS 3 - 1 l DRAWN BY CHECKED BY BI -COUNTY POOLS CONS'fRUCTION, INC. 871 GARDEN HWY YUBA CITY, CA 95991 530-673-3786 Contractors License 720512' POQLSPECIFICATIONS SIZEW41RIMETERi AREA 3�p s , ft. DEPTH 2+2 TO --:t— VOLUME GALS. CONSTRUCTION SPECIFICATIONS RAMP SHALLOW/DEEP SWIMOUT21Ll x LOVESEAT— x _�ANTILIM' x _ EXCAVATION (COPIN /FENCE: DOWN BYBY HOURS OF GRADING �_ LOADS TO DAMP "-_._P�- STUMPS LEAVE/HAUL CONCRETE: REMOVE _ sq. ft. STEEL/GUNITE/TILE/PLASTER (VORTEX/ANTI-VORTEX) RAISED BOND BEAM_ FT. xheight RAISED BOND BEAM _ FT. x height DECK TIES TILE COLOR OF PLASTER _ CAP FOR BOND BEAM CAP F -R�AISED BOND BEAM TH _ SPA x 7_GOF bAM CAP FOR DAM 5 SPILLWAY PLUMBING SPECIFICATIONS ;, POOL: NO, OF RETURNS MAIN DRAIN SIZE SIZE OF SUCTION LINE FROM SKIMMER SLIDE_ FILL LINE. FOUNTAIN LINE it. SOLAR HEAT'T'.s _ POOL CLEANER REVERSE FLOW PLMG. _ DIV. BRD. _ PRONG JIG SPA MAIN DRAIN SIZE — NO. OF JETS LIGHT] If RETURN — VALVE TYPE NOTE: ALL AIR LINES PLUMBED BACK TO EQUIP. (1") UTILITIES (�,, ELECTRIC BY_ V GAS BY — OL DECKING (CTILE ER lc! J T SQ. FT. TYPE FINISH _ FOOTINGS _ x x _ MASTIC DIVIDERS: TYPE DRAINS RISERS — ft. POOL E, UIPMENT _ FILTER: TYPE SIZE PUMP: TYPE L4 rlvt— SIZE HP HEATER: TYPE IZE OOOBTU BLOWER: TYPE ----� SIZE AMPS POOL CLEANER TYPE i SEPARATION TANK POOL AC�ORIES LIGHTS: POOL PA _ LENSE KIT BOARD _ BOARD STANDARDS SLIDE_ STAT./LC/RC COLOR GRAB RAILS/STEPS L DDf N DRAIL _ POOL CLEANER TYPE VACUUM HEAD AND _ FEtf OF 05� MAINTENANCE KIT AND POLEy MAP BOOK PAGE: TRACT NUMBER: LOT NUMBER: BOND SEE NOTE 9 BREAK 4SLAB TILE MINIMUM REINFORCEMENT 11" (TYP.) ALL WALLS AND FLOOR "POOL OF PTH" IN FEET F�DECK s ,#3 @ 12" O.C. EACH WAY (AS MEASURED FROM N7 6„ 8" 8" TOP OF RETAINED SOIL) _ o 12" BOND BEAM REIN. 343 BARS I = Ilk 1-_ MIN. VERT. REIN. #3 @ 12" O.C., FOR 1 (TYP. FOR ALL BOND BEAMS) ADDITIONAL VERT. REIN. (REFERRED 11- �I �. ALTERNATE LOCATION OF I I' TO AS ALTERNATE BARS lab)) SEE FOR ADJACENT H�,SFFOOTINGS 2 BOND BEAM BAR (TYP) SCHEDULE, TABLE I) �- � �� 3"MIN. (TYPJ ' J... OR Pk' O�RTY SHOTCRETE STEPS OR -- BENCHES AS NEEDED STANDARD HORIZ. REIN. 3" MIN. (TYP.) LINES SEE NOTE 2 3 4 DETAIL B: CANTILEVER DECK #3 @ 12" O.C. THICKNESS OF NOT TO SCALE I SHOTCRETE (li =' REINMAINF DRAIN, NOADDTL I _ SEE TABLE 1 5 COPING EXPANSION JOINT THICKNESS 2 TO 5 RADIUS SEE i I 'I TILE 11" 6" FLOOR DECK SLAB UNLESS DRAIN CAN IS 6 6" USED. IF CAN IS USED, RADIUS NOTE 14 I I I 1P ) EXTRA TRANSVERSE REINFORCEMENT- BEND #3 AS SHOWN INI #3-10' LENGTH SPACED ON 12" CENTERS ` "DETAIL K". I F . I d i.III u BETWEEN MAIN BARS, CENTERED ON 8 I 6" 1 TRANSITION (MAY BE ELIMINATED IF NO II I- TRANSITION EXISTS) II TOP OF 12" -III -I 1 POOL FLOOR DETAIL A: TYPICAL LONGITUDINAL SECTION MOIST CURE SHELL WMIN. (TYP.) NOT TO SCALE FOR MIN., 7 DAYS „ DETAIL C: COPING NOT TO SCALE MANUFACTURE LID WATER BOND 24" 10" TROUGH ALTERNATE 6" 8" 12" PLUMBING EXPANSION JOINT BREAK MAX. MIN. "POOL DEPTH" IN FEET (AS MEASURED FROM LOCATION SCREW CAP, TO 9E ALTERNATE: SELF DECK LAB MAX.TOP OF RETAINED SOIL) REMOVED AS POOL OPENING POOL PLUG ( I I' 6 v. IS DRAINED 3"1 AT I AT I. ,. 112' P'� �BEND DOWNI, g• (TYp) 3" 2„GRADE 6„ GRADE BOND BEAM243 24"I�MIN. _IBARSTROUGH BEND AS TO PUMP4"(fYP.)MAX. w9�1 MIN. WATER 1 6"6„I MIN.#3 BAROR OR SHOO CRETE ( alp 12„ z " 3"MIN. ALLLAROUNDS�OWI i/6" ELEVAT D 2 15 ELEVATED 2-#3 E.W. '" 2"0RE HYDROSTATIC ; RELIEF PIPE,. LAP #3 DIAGONALS i 1 BOTTOM 12 �30" SQ. O PERFORATED. ORO 3 * 4" GRAVEL BASE UNDER POOL FLOOR. .".OR."" (SEE NOTE 8 WHEN NECESSARY) DETAIL D: DETAIL H: POOL COVER VAULT DETAIL E: SHEER DESCENT DETAIL F: LIGHT NICHIE DETAIL G: SKIMMER *ALTERNATIVE PRESSURE RELIEF SYSTEM NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE "POOL DEPTH" IN FEET VERT. REINF. SEE SCREW CAP, TO BE DRAIN CAN *8. (AS MEASURED FROM SCHEDULE REMOVED AS POOL INSERT 2 - #3 BARS 6" 10" FLOOR REINFORCEMENT MIN. TOP OF RETAINED OPTIONAL BOND IS DRAINED AS PER DETAIL A SPACED 2.5" SOIL, SEE NOTE 17) OR 1"#4 BAR) _y�' - 0 BEAM PLACEMENT 6" (TYP.) j w MIN. SOIL COVER 4" (TYP)" [IC 2.0' 61, 10" OVER DRAINAGE 4.0' 4.0' 6" COMPOSITE MAX. MAX. 1 SEE NOTE 18 FOR WHEN WALL TO PUMP REINF. #3 @ 12" 311(1YP.) MAX. I 12" T DRAINAGE IS NECESSARY DEPTH TYPICAL SPA l� O.C.E.W. 12" I 243 BARS BENT AS DRAINAGE COMPOSITE 18 SHOWN EACH WAY AND 2 12"3"0 PERFORATED DRAIN PIPE 2" DIA. HYDROSTATIC LAPPED 18" WITH FLOOR I N7 1T': WRAPPED W/ DRAINAGE RELIEF PIPE, BOTTOM 12" 0:: REINFORCEMENT, MIN. 3" 6" MIN, ICOMPOSITE FILTER FABRIC PERFORATED. CLEARANCE FROM EARTH. AND SLOPED TO DRAIN BY 1/4"-1" DRAIN ROCK FLOOR REINF. 3 GRAVITY III--- ORO ---III F CONT. FROM ELEVATED SPA OPTION LOWER BOND BEAM ISUSED, LAP UPPER REINF. *4" GRAVEL BASE UNDER POOL FLOOR. _ TAILS 18 IN. LAP SPA TO POOL I' (EITHER DIRECTION, MIN. 18"W/ LOWER REINF. - (SEE NOTE 8 WHEN NECESSARY) * IF GREATER THAN 8" WALL THICKNESS IS REQUIRED FOR UP OR DOWN) DETAIL K: AESTHETICS OR PLUMBING, A DOUBLE CURTAIN REIN. DETAIL I: SPA CONSISTING OF #3 @ 12" O.C. EACH WAY SHALL BE USED DETAIL J: RAISED BOND BEAM *HYDROSTATIC PRESSURE RELIEF SYSTEM NOT TO SCALE NOT TO SCALE NOT TO SCALE "POOL DEPTH" IN OPTIONAL ROCK 10 PLACEMENT FEET (AS MEASURED 2.0' FROM TOP OF *P4" (( II I *24" - 3„ WATER FEATURE) i MORTAR VERT. REIN. 6.0' "POOL DEPTH" IN FEET MAX. ' "POOL MEASURED " IN FEET ROCK ON TO MAX' #3 8 O.C. 0 (ASOP MEASURED FROM I I (AS MEASURED FROM n @ VERT. & MAX, 6"' - - - - )`- J /t POOL WALL #3 @ 1 REINF. 6" 0 o IPNED SOIL) _ N ` 3" #3 @ 12" O.C. �r PI I HORIZ. REIN. l TOP OF RETAINED SOIL) ' J _ � J TOP �-^- _, hi.'. #3 @ 12" D.C. 2.0'-6.0' 24" w MAX. _ =1 I ��.,,°::,;III_.:- _ _ , 1 1t, { 1 MAX. 24" 2 MAX. mh #3 @ 12'40.QE.W. ! 2.0' MIN 12" O.C.E.W. 2- 1 1� RADIUS ' 2II-r1 4 8' * FOR GREATER HEIGHTS, 1 (8.0' MAX.) I 2.E MIN. y -w i �1 EMBEDMENT 3 1 1. CONTAC11ED. 3 ry 3" LI (S 19 & 200) _ ENGINEER SHALL BE 1� ) 4 9 i�.�i,I�- r 18"LAP 7 - WATERFALL NOTCHED BOND BEAM ROCK ON BOND BEAM ; 5 NOT TO SCALE NOT TO SCALE _ NOT TO SCALE -- __" pi I DETAIL L: ROCK WATER FEATURES DETAIL M: FREESTANDING WALL NOT TO SCALE NOT TO SCALE (SEE NOTE 20) 7" t (SEE TABLE 2) t (SEE TABLE 2) � VERT. & I REIN. THIS SIDE #3 @ 12" O.C. HORIZ. REIN.L D = DEPTH OF LOOSE VERT. REIN. THIS #3 @ 12" O.C. I N TABLE 1 - REINFORCEMENT AND SHOTCRETE THICKNESS SCHEDULE Column -- Al A2 A3 131 B2 . 133 C1 C2 C3 D1 D2 D3 Equivalent fluid pressure = 85 PCF Soil Category -► NORMAL EXPANSIVE 2 EXP. W/SL3 NORMAL EXPANSIVE EXP. W/SL NORMAL EXPANSIVE EXP, W/SL 4NORMAL EXPANSIVE EXP. W/SL L=0 to 1.9 ft., add 3.0 ft, to pool depth Pool Depth 5.0 ft. 5.0 ft. 5.0 ft. 6.0 ft. 6.0 ft. 6.0 ft. 7.0 ft. 7.0 ft. 7.0 ft. 8.8 ft 8.0 ft. 8.0 ft. between parallel rein. bars is 2.5"). U.B.C. sections 1907, 1912, and 1924 shall 118 -If the raised bond beam portion exceeds 2.0' and serves as a retaining wall depth, ft. ab' is 5 ab is ab is ab is ab is ab is ab is ab is ab is ab is ab is ab is depth, ft. I before proceeding. 0.0 0 6 0 6 0 6 0 6 0 6 0 6 0 6 0 6 0 7 0 6 12 0 6 0 7 0.0 F QF 0.5 @ 4„ CA�,\F� VERT. & I REIN OF VERT. REIN. TO 5" (SEE NOTE 19) FOR TROUGH 1! 0.5 1.0 3.0' PAST RADIUS THRU I = signature date: 9/22/06 #3 @ 12" O.C. #3 @ 12"O 2 - #3 . 6" RADIUS i- TABLE 3 FREE STANDING WALL SCHEDULE .C., 18" LAP EACH 6„71I fI l 1.0 END 1.5 -T 1:�.-. =11�=l1 - I I I1, l_ It POOVERTICAL LDEPTHMAX ftD, REINFORCEMENT AN ORIGINAL BLUE SIGNATURE I I- 4.0' 3.0' MAX. i ^I - _=l I � p r t ll�a" �, _ 5.0 3 #3@ 12" O.C. ! I I VERT. & I TROUGH IMAX' 1.5 - 6" �6.0 2.0 4 #3@12"O.C. NEIL ANDERSON 5" REIN. #3 @ 12" O.C. #3 @ 12" O.C., I = 7 5 #3 @ 6" O.C. .I LAP EACH END .0 ROB HOLMER 2.0 2.5 MIN. 18" 8.0 6 #3 @ 4" O.C. NOAH SMITH *DETAIL N: VANISHING EDGE 1' o"� 0 JON MOHLE 0 0 - ROBERT KIM 0 0 2.5 3.0 _ 5 6 3.5 4.0 4.0 4.5 7 7 7 4.5 5.0 0 6 0 6 1 6 7 7 8 6 5.0 5.5 88 9 7 7 5.5 -6.0 - -- -- _- 0 6 0 7. 7 7 10 8 6.0 19 _7 -7.0 7.0 t1- 1 6 1 6 1 18 10 7.5 ( 9 11 7.5 -` 6 1 6 2 9 8.0 FLOOR 0 6 0 6 0 6 0 6 0 6 1 6 0 6 0 6 1 6 0 6 1 0 6 -2-T-7-T FLOOR Column -- El E2 IE3 F1 F2 F3 G1 G2 G3 TABLE 1 FOOTNOTES 1. For use with normal (cohesionless) soil (see Note 1, General Notes). 2. For use with expansive (cohesive) soil or normal soil retaining ascending 2:1 slope. (see Note 1, General Notes) Soil Category -► NORMAL EXPANSIVE EXP?. W/SL NORMAL EXPANSIVE EXP, W/SL NORMAL EXPANSIVE EXP. W/SL Pool Depth -► 9.0 ft. 9.0 ft. 9.L0 ft. 10.0 ft. 10.0 ft" 10.0 ft. 11.0 ft. 11.0 ft. 11.0 ft. depth, ft. ab is ab is ab is ab is ab is ab is ab is ab is ab7 tS I. 0.0 0 6 0 6 0 7 0 6 0 6 0 7 0 6 0 6 0 7 3. For use with expansive soil retaining an 0.5 ascending 2:1 slope. 1.0 (see Note 1, General Notes) 1.5 4. ab, Alternate Bars (# of vertical alternate 2.0 reinforcing bars, in addition to #3 ® 12" 2.5 0 0 0 0 0 0 0 0 o.c.). Extend ab bars to end of wall/floor 0 radius except as noted under FLOOR 3.0 1 2 3 2 2 3 2 3 3 requirements, see note 6. X3.5 5.ts, Thickness of Shotcrete (minimum shotcrete thickness, inches). 4.0 6.Under "ab" column: 4.5 number indicates distance in feet 5.0 that alternate bars should extend 5.5 7 7 post the wall/floor radius. "ts" 6.0 7 8 J 7 ' 7 Under column: - _ _7 number indicates thickness in 6.5 7 7 8 6 8 7 7 7 7 inches of floor shotcrete where 7.0 $ 8 9 7 8 8 7 7 8 alternate bars extend past the 7.5 8 9 10 7 9 9 8 8 9 wall/floor radius. 8.0 8 ,I 9 12 8 10 9 9 9 10 7" For the "Exp./w SI." soil category at the 9►Y 8.5 8 9 12 8 11 10 9 10 11 10.0 and 11.0 foot depths, all alternate 1 bars [ab], should be #4 bars. 9.0 _ 1 6 2 7 3 11 9 12 11 10 11 12 9 12 12 11 12 13 10.0 1 2 7 2 9 3 11 11 13 14 10.5 11 13 15 11.0 2 8 3 11 3 14 FLOOR' 0 6 2 7 3 7 1 7 2 7 4 1 8 2 7 2 7 4 8 GENERAL NOTES 1.Normal soil assumed to have the following properties:__�_ between the pipes and any parallel reinforcement. If metal piping is used and Equivalent fluid pressure= 35 pounds per cubic foot (PCF) in i is placed shotcrete, It shall be wrapped with visqueen or heavy brown paper, Unit Weight = 120 PCF I except where it posses perpendicularly through the shotcrete. Expansive soil assumed to have the following properties: 110.Soil shall have minimum bearing value of 1000 1 1500 psf for freestanding Equivalent fluid pressure = 50 PCFI walls. Unit Weight = 125 PCF 111.Shotcrete shall be placed on or against firm native undisturbed soil. Expansive soil retaining an ascending slope assumed to have the following properties: 112 -if expansive soils (clays) are encountered, the sides and bottom of the pool Equivalent fluid pressure = 85 PCF excavation must be in moist condition immediately prior to placement of shotcrete. Unit Weight = 125 PCF The above stated equivalent fluid pressures for the indicated soil types ore I 113.If ascending slopes greater than 2:1 are encountered, the engineer should be. I contacted before proceeding. assumed values. Actual lateral earth pressures can vary. Unless stated in I radius for wall to floor transition for straight walls is as follows: writing, no on-site geotechnical analis was performed by our Arm. We ore I14.Minimum qualified to provide geotechnical consultation on this project if desired I Depth. ft • Min. Radius. ft. Depth. ft. Min. Radius. ft. 2. For adjacent structures: For footing distance (L) away from pool edge, add the 5.0 2.0 7.0 4.0 I 6.0 3,0 8.0 5.0 following increase in depth to the pool when determining reinforcement and shotcrete requirements from TABLE 1. I # 1 Exception: For pool walls up to 9.0' in height, the above minimum wall bottom L=0 to 1.9 ft., add 3.0 ft, to pool depth I radii may be reduced up to 2.0' at any location if either of the following pool i O'to�-4.9-ft.i-odd-2.0-fli-pool-depth,, i layout conditions exist: .0 to 7.0 ft., add 1.0 ft., to pool depth a) Curved freeform walls that have a plan radius of 10' or less. orexample, if the pool is 6.0 ft deep, use the 8.0 I b) For straight walls if the location is within 8.0' of a pool corner. ft. steel schedule to build the pool.) SIDE #3 @ 12" O.C. All alternate bars should extend to top of bond beam 115. All electrical shall be securely grounded before shotcrete is placed. 3.Shotcrete (wet or dry [commonly known as gunite]) shall be proportioned and �16.AII applicable state and local laws and codes shall be followed, placed according to U.B.C. section 1924 and ACI 506. Cement to aggregate, in dry weight, shall not be less than five to one. 117. The design assumption was mode that the pool is empty all of the time, 4. Design based on 28 day compressive strength of 2500 psi. I consequently any combination of pool depth and raised bond beam may be I utilized as long as the maximum 11.0 foot depth of the plan is not exceeded 5.AII reinforcement shall be grade 40, meeting ASTM A615 standards. Lap splices k (for example, a 4.0 foot raised bond beam and a 6.0 foot deep pool would shall be at least 40 bar diameters. All bends shall be sharp (min. clearance utilize the 10.0 foot pool depth schedule). between parallel rein. bars is 2.5"). U.B.C. sections 1907, 1912, and 1924 shall 118 -If the raised bond beam portion exceeds 2.0' and serves as a retaining wall be used as a guideline. I for soil, the raised portion should have wall drainage installed as shown to 6.ln areas where the steel reinforcement is forced together due to curvature of 1 prevent build-up of hydrostatic pressures. the wall, 1-#4 bar may be substituted for 2-#3 bars in order to maintain the minimum 2.5 inch spacing. I19.For freestanding wall applications, the base of the freestanding wall should 7.For areas where a ramp has been excavated and backfill is not compacted to a j extend into firm native soil (min. 1500 psf bearing) a min. of 2.0'. If this minimum of 90 percent of the maximum dry density of the ASTM D1557 1 is not accomplished in the normal pool excavation, the engineer should be ( Compaction Test, reinforcement should consist of #3 bars at 6 inch centers, each) contacted before proceeding. way (both horizontal and vertical). The extra horizontal reinforcement should 120. Site conditions that require the use of a freestanding wall usually involve extend 3 feet past the edge of the ramp excavation on either side. Shotcrete I construction_ of, the pool on or near a descending slope.. ff -thelbtiffie of the ,, "wall cover over the reinforcement on the outside of the pool should be increased I (freestanding excavation -is lees "than 7 feet horizontally from the face 'of a from 3 to 4 inches.V.Any descending slope then the engineer should be contacted to determine in writing - if a site investigation is S.If seepage resulting in ponding water is encountered in the excavation during specific soil warranted. construction, hydrostatic pressure relief and 4" thick clean gravel base (1/4"-1") condition not specifically covered in this plan or unusual conditions shall be installed under the pool floor. I encountered during excavation shall be brought to the attention of our office 9.Up to 2 inch diameter pipes may be placed in the lower outside corner of the I before proceeding. bond beam provided a minimum of 1.5 inch clearance is maintained (cont.) 122.PLAN IN COMPLIANCE WITH 2001 CALIFORNIA BUILDING CODE. VERT. & HOR. REIN. VERT. REIN. THIS TABLE 2 SIDE (SEE TABLE 2) SOIL (FILL) - LACK OF ADEQUATE SOIL THIS SIDE #3 @ 12" O.C. SIDE (SEE TABLE 2) VANISHING EDGE WALL SCHEDULE q" SUPPORT. FOR MAX QF ES S EACH WAY HWALL (8'0, HEIGHT VERTICAL t I REIN. THIS 3 DEPTH SEE TABLE 3. 2 -#3 6" MAX.) HOR. REIN. THIS H, ft. REINFORCEMENT (in.) SIDE #3 @ 12" O.C. VERT. REIN. tV� y 2 SIDE #3 @ 12" O.C. 2.0 #3 @ 12" O.Cr 9 H SEE TABLE 3 LI..- G) ^_ 7_1 " 3.0 #3 @ 12 O.C. 9 3 (TYP.) " (a.a' )DIUS (a.li' MAX.)rHnAx.) z MAX3" A. ( TYP.) 8.01 4.0 #3 @ 12" O.C. 9 SEE NOTE 14 70096 trt MAX 5.0 #3 @ 12" O.C. 9 -i ` EXCAVATION Exp. 9/08 t @ ' 7 O #3 6" O.C. 10 2.0' MIN. mm I I SHOULD EXTEND DOWN VERTICAL FOR 2.0' MIN. @ 8.0 #3 6" O.C. 12 1 CARRY 6 CENTERS 9' � 2.0' AMIN.DEPTH OF2.o' BELOW LOOSE SOIL, F QF @ 4„ CA�,\F� VERT. & I REIN OF VERT. REIN. TO 5" (SEE NOTE 19) FOR TROUGH 1! 3.0' PAST RADIUS THRU I = signature date: 9/22/06 #3 @ 12" O.C. #3 @ 12"O 2 - #3 . 6" RADIUS i- TABLE 3 FREE STANDING WALL SCHEDULE .C., 18" LAP EACH 6„71I fI l PLAN NOT VALID UNLESS BEARING END �%''' -T 1:�.-. =11�=l1 - I I I1, l_ It POOVERTICAL LDEPTHMAX ftD, REINFORCEMENT AN ORIGINAL BLUE SIGNATURE I I- 4.0' 3.0' MAX. i ^I - _=l I � p r t ll�a" �, _ 5.0 3 #3@ 12" O.C. AUTH. SIGNATURES: I I VERT. & I TROUGH IMAX' - 6" �6.0 4 #3@12"O.C. NEIL ANDERSON 5" REIN. #3 @ 12" O.C. #3 @ 12" O.C., I = 7 5 #3 @ 6" O.C. .I LAP EACH END .0 ROB HOLMER MIN. 18" 8.0 6 #3 @ 4" O.C. NOAH SMITH *DETAIL N: VANISHING EDGE 1' o"� DETAIL 0: FREESTANDING WALL FOR INADEQUATE SOIL SUPPORT JON MOHLE - NOT TO SCALE - NOT TO SCALE - ROBERT KIM File C y Owner APN Ual-Y• \I 6 0 ` BP# B 0 (D • o-�DQ-8