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Home My WebLink About042-300-039~ui e g.(c i cW't 420 —.100-010 MitLEARANCE 4(WPermit #19A 1E,M(ne X1 7 . , .~~ .~r� ` u ~ fit' � N M O i ;o Yl� APPROVED PLANS AND PERMIT SHALL BE ON SITE j 30„ 'FOR ALL INSPECTIONS it vil THE 2007 CBC, CMC, CPC, CEO, AND 2005 CALIFORNIA I ENERGY STANDARDS AS AMENDED BY THE JURISDICTION I APPLY TO THIS PROJECT. / Mv1 rz SAV£ N vG I'3�9 -0810 BUTTE COUNTY BUILDING D!VISIOh APPROVED 0 1 locr PA. Ln qo cl A > Q M W J Z M 0 0 �- � O �o ILL J Z O yt O uj /O� V Q s CU v �D fV M 5' 4 ilk SIGN ELEVATION DRAWING - AND ELECTRICAL DETAILS 30' - I SIGN FACE N APRON 400 Watt Lamp ,LABEL, CIRCUIT BREAKER(B), DISCONNECT(S), IFUSE(S),SWITCH [ES) AND THEIR O jACCESSORIES, TO IDENTIFY THEIR r14 LOCATION AND OR EQUIPMENT Breaker and meter box for 100 amp service 400 Watt Lamp COMPLY WITH CALIFORNIA ELECTRICAL CODE- ART/CLE I I 250 REQUIREMENTS FOR ' GROUNDING AND BONDING . BUTTE COUNTY 3UILDING DIVIS10K COMPLY WITH CALIFORNIA ELECTRICAL CODE- FOR WIRING METHODS- SECURE CONDUCTORS AND , CONDUIT PER ALL APPLICABLE I REQUIREMENTS AS REQUIRED.BY_THE 2007'CEC FOR THE SPECIFIC METHOD OF WIRING Outdoor advertising sign on AP# 042-300-039 Stott Outdoor Advertising (Brian Daubert) P.O. Box 7209 Chico, CA 95927 • (530) 342-3235 100 amp electrical service to sign for four 400 watt lamps - two on each side .k Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530)538-2140 FAX SPECIAL INSPECTION NOTE For Building Permit # B.Oq—O S 60 , Assessor's Parcel # 0+ Z 3 00- 03 Structural Tests & Special Inspections - 2007 California Building Code Chapter 17: In addition to the inspections required by Section 109, Appendix Chapter 1, the owner or the Registered Design Professional acting as the owner's agent shall employ one or more special inspectors who shall provide inspections during construction on the types of work listed under Section 1704. The special inspector shall be a qualified person who shall demonstrate competence, to the satisfaction of the building official, for inspection of the particular type of construction . or operation requiring special inspection. Duties and Responsibilities of the Special Inspector: 1. The special inspector shall observe the work assigned for conformance with the approved design, drawings and .specifications. 2. The special inspector shall fiunish inspection reports to the building official and the engineer or architect of record. All discrepancies shall be brought to the immediate attention of the contractor for correction, then, if uncorrected, to the proper design authority and to the building official. 3. The special inspector shall submit a final signed report to the Butte County Building Division stating whether the work requiring special inspection was, to the best of his or her knowledge, in conformance with the approved plans and specifications and the applicable provisions of this code. 4. The special inspector shall advise the contractor that Butte County Building Division inspections cannot be delegated to him or her, so inspections must also be made by the Butte County Budding Division. 5. Any change in special inspection firms made after permit issuance shall be approved by the Butte County Building Division prior to the new firm performing any inspections. 6. Special inspections are jp addition to the regular inspections performed by the Butte County Building Division. Butte County inspection approval and sign .off is not to be construed as authorization to proceed with work which obscures, covers or otherwise prevents proper special inspection. Special Inspection is required for the following items: 170.4.3 — Steel Construction t_ 19 w Etr> S H, S G o t -TS (A -3z5) ❑ 1704.4 — Concrete Construction ❑ 1704.5 — Masonry Construction ❑ 1704.6 — Wood Construction (High Load Diaphragms) ❑ 1704.7 — Soils ❑ 1704.8 & 1704.9 — Pile & Pier Foundations ❑ 1704.10 & 1704.11 - Fire Resistant Materials ❑ 1704.12 — Exterior Insulation and Finish Systems (EIFS) ❑ 1704.13 — Spe4'al Cases (as determined by Building Official) - ❑ 1704.14 - Smoke Control Systems Name of Special Inspection Company: RENAISSANCE MEDIA GROUP 4425 N. 24TH ST. STE 200 PHOENIX, AZ 85076 602-230-8634 /800-525-8509 FAX 602-230-9077 CUSTOMER: S7D7 '1 0. A. LOCATION: C 141 GO , GA ENG. REQUEST NO. G- -q 10 1 JOB# 0 -9C34 -off COVER SHEET SIZE OF SIGN 10 X SO / 1 . H.A.G.L_ 'LO -O a l, 5 WIND LOAD S-2, S PSF.. C M AX ) SOIL: 300 PSF/FT STRUCTURE DESING: CENTER MOUNT PARTIAL FLAG (Col. 10C. V FULL FLAG (C01. IOC. ) EXTENDED FLAG (Col.IoC. OFFSET V -BUILD ANGLE OR V BACK TO BACK SINGLE FACE TRUSS l FOOTING DESIGN: V ROUND R SQUARE SPREAD w` M 10.61570 SPECIAL CONDITIONSVALID ONLY EXP. 06-30-09 WET SEALE � FT (max. -opening) N., MAY 2 7 2009 J Sol -o g 10 BUTTE COUNTY 3UIL.DING DIVI510K APPROVED (0111109 P.R. �'► L. m CopY t RENAISSANCE MEDIA GROUP: CALC'S -4- 4425 4425 N. 24TH ST. STP_ 200 DATF: $7 L, l 7,04L73 PHOENIX, AZ 55016 SPG c / !- ( G� T' LO BY: S V ' 602-230-5634 /800-525-8509 SHT.#: 1 O F 2p FAX 602-230-9071 CRITERIA SPECIFICATION CODE: C e7 G 20 4.1 STEEL ASTM A-36 FY = 36 K61 PIPE SECTIONS: ASTM Pi 53B, A 252 GR, OR API-5LX WELDING ROD - ASTM E-70 SERIES LOW HYDROGEN BOLTS - A.307 OR 325 TYPE 'N' CONCRETE - MIN. COMPRESSIVE STRENGTH OF F'C = 3000 PSI (150 PCF) AT 28 DAYS (DESIGN BASED ON 2500 PSI, SPECIAL STRUCTURAL INSPECTION NOT REQUIRED) REBAR - ASTM A 615 GRADE 40 OR GRADE 60 WOOD - DOUGLAS FIR LARCH 42 WITH Fb (REP.) = 1310 PSI FOUNDATIONS - SPREAD FTG. ALLOWABLE BEARING PRESSURE NJA PSI SEE SOIL REPORT OF 6`BC TABLE NO. Ig�`I 2 ROUND OR SQUARE CAISSON FTG. ALLOWING LATERAL BEARING PRESSURE 3 O O PSF/FT SEE SOIL REPORT ORCBC TABLE NO. I$04A -2 ( Isor-z /ft i_" �1u DESIGN LOADING (-AVE.2AG� HAX• A WIND = 2 11 S PSF 2'l. $ pSF LIVE = FRONT CATWALK - 20 PSF OR (4) 200# MEN. AT ANY POINT REAR CATWALK - 20 PSF OR (2) 200# MEN. AT ANY POINT DEAD = SIGN FACE WT. 5/16 DURAPLY -.9375 PSF 2X4 (6 TOTAL HORIZ.) -.5691 PSF 2X6 (1 TOTAL VERT.) - .575 PSF 7 LAYERS -PAPER AND GLUE - .416 PSF 2.49 PSF - 2.5 PSF . W / N'D Poo --,r L v !2� ` OJO -r -G- S I (,TJ A ETlF2M l nr'!✓D PE -rt ASc-G'1551 -1^05; VS! �Z- CORM✓Z-A q/Z = - 00ss; G kZ k4_2 k CL �Z I k7 = 1.00 kZ� = 1.00 v = �s MP4 Fw`- . Oo2S("- kz )' 1.o X .SS" V x .8'2 x -a G;)- c_.F -.001609 kz v � pw = .001G09— 1.00 A 85 = cf F -w _ 1 I, 63 C4 , `FA-P�7� r?-. c C -At -W I -A ii M A ?3;- 2 ilt —cwt-�O n I A,ScE5E1 7-A F21> taE; 6 -20 ( Se�O '}--r 2) Other Structures -Method 2 All Heights Figure 6-20 Force Coefficients, Cf Solid Freestanding Walls & Solid Signs Y B F sow SIGN OR s , FREESTANDING WALL CASE A wwo PF F n F F wwD � _..... CASE C GROUND SURFACE F ELEVATION VIEW 1 WIND aal lance f s I s s RANGE CASE B h F D.osn t Ifffl., F WIND I F sh _ _ m _._, � 0.2B -+j S,h < 1 GROUND SURFACE SIh--1 RANGE , CROSS-SECTION VIEW PLAN VIEWS CI, CASE A & CASE B Clearance Aspect Ratio, B/s Ratio, srh < 0.05 0.1 1 02 OS 1 1 2 4 5 10 27 30 >_ 45 1 1.80 1.70 1 1.65 1.55 1.45 1.40 1.35 1.35 1.30 1.30 1.30 1.30 0.9 1.85 1.75 1.70 1.60 1.55 1.50 1.45 1.45 1.40 1.40 1.40 1.40 0.7 1.90 1.85 1.75 1.70 . 1.65 1.60 1.60 1.55 1.55 1.55 1.55 1.55 OS 1 1.95 1.85 1.80 1.75 1.75 1.70 1.70 1.70 1.70 1.70 1.70 1.75 0.3 1.95 1.90 1.85 1.80 1.80 1.80 1.80 1.80 1.80 1.85 1.85 1.85 02 1.95 1.90 1.85. 1.80 1.80 1.80 1.80 1.80 1.85 1.90 1.90 ' 1.95 :50.16 1.95 1 1.90 1.85 1 1.85 1.80 1 1.80 1.85 1.85 1.85 1 1.90 1 1.90 1.95 Cr CASE C Rotel Re ion Aspect Ratio, B/s (horizontal Aspect Ratio, B/s distance from distance from windward edge) 2 1 3 4 5 6 7 8 9 10 Nindward edge 13 2 45 0 to s 2.25 1 2.60 2.90 3.10' 3.30' 3.40' 3.55' 3.65' 3.75' 0 to s 4.00' 4.30' s to 2s 1.50 1.70 1.90 2.00 2.15 2.25 2.30 2.35 2.45 s to 2s 2.60 2.55 2s to 3s 5 1.15 1.30 1.45 1.55 1.65 1.70 1.75 1.85 2s to 3s 2.00 1.95 .' 1.10 1.05 1.05 1.05 1.05 1.00 0.95 3s to 4s 1.50 1.85 'ValueS Shag be mUtgplled ;� PLAN VIEWOFWALLORSIGN LIS eduction r-rl I WI7HARETURN CORNER 4s to 5s 1.35 1.85 5s to1Os 0.90 1.10 by the followingredUCt1O 0.3 0.90 factor when a return �/� _ I 1.0 0.75 is / I- >1 Os 0.55 OSS corner present: 2!2 wWD g , Notes: 1 i 1. The term "signs" in notes below also applies to "freestanding walls'. 2. Signs with openings comprising less than 30% of the gross area pre classified as solid signs: Force coefficients for solid signs with openings shall be permitted to be multiplied by the reduction factor (1 - (1 - E) ). 3. To allow for both normal and oblique wind directions, the following cases shall be considered: For s/h < 1: CASE A: resultant force acts normal to the face of the sign through the geometric center. CASE'B: resultant force acts normal to the face of the sign at a distance from the geometric center toward the windward edge equal to 0.2 times the average width of the sign. For B/s 2 2, CASE C must also be considered: CASE C: resultant forces act normal to the face of the sign through the geometric centers of each region. For s/h o 1: The same cases as above except that the vertical locations of the resultant forces occur at a distance above the geometric center equal to 0.05 times the average height of the sign. 4. For CASE C where s/h > 0.8, force coefficients shall be multiplied by the reduction factor (1.8 - s/h). 5. Linear interpolation is permitted for values of s/h, B/s and L,/s other than shown. 6. Notation: B: horizontal dimension of sign, In feet (meters); h: height of the sign, in feet (meters); s: vertical dimension of the sign, in feet (meters); E: ratio of solid area to gross area; L,: horizontal dimension of return corner, in feet (meters) T'f 2 a3'' 20 0.6'0 RENAISSANCE N EDIA GROUP 4425 N. 24TH ST. STE 200 PHOENIX, AZ 85016 602-23008634/800-525-8509 FAX 602-230-9071 g 30. o -fit h 32,C', s � i2•s� TITLE: c. W -G a<-1 & 'G - FV -r' 20 0.6.. E; 2.4 IT = .3�s L�rlhyb -(-O^-t> Gf., = I - -I (o L P&.,, Z 1 1, �o� L. '? z Zo 4-7 P'$ T wl C3 C �, = I. I s (> z s� t �G CALC'S #: DATE: 5l 2.ry�,, o q BY: S L SHTM: S Ov= 20 F" �' 11.�3 ,� .SS a (g.3g psS PLJ AV ,/�,( t P RAS SA/ Res A -r S 16100 PA -0 A-% wn r%j D 4-2 �3, o Sle- RENAISSANCE MEDIA GROUP TIME: CALC'S #: r 4425 N. 24TH ST. 850 200 G N-��.Z r r -O2 S S �`'1 t C Y -S` • PHOENIX, AZ 85016 602-23008634/800-525-8509 Leo /+rrj SHT.#: ¢ O P 'LO rt. FAX 602-230-9071 i Cnu FO"IA building Code - 200-7 Soil Site Class = D Occupancy Category = II 0. K. Ss = 62.2 % S1 = 21.2 % • Site Class Table 1615.1.2 (1) (Fa) Mapped spectral response acceleration at short periods (Ss) 0.25 0.50 0.75 1.00 1.25 A 0.80 0.80 0.80 0.80 0.80 B 1.00 1.00 1.00 1.00 1.00 C 1.20 1.20 1.10 1.00 1.00 D 1.60 1.40 1.20 1.10 1.00 E 2.50 1.70 1.20 0.90 0.90 F - - - - - Fa = 1.302 (interpolated) Sms = Fa * Ss = 0.810 Site Class Table 1615.1.2 (2) (Fv) Mapped spectral response acceleration at 1 sec. periods (S1) 0.10 0.20 0.30 0.40 0.50 A 0.80 0.80 0.80 0.80 0.80 B 1.00 1.00 1.00 1.00 1.00 C 1.70 1.60 1.50 1.40 1.30 D 2.40 2.00 1.80 1.60 1.50 E 3.50 3.20 2.80 2.40 2.40 F - I - - Fv = 1.976 (interpolated) SDs = 2/3 * Sms = 0.540 Sds > Occupancy Category I 1 11 1 III 0.000 A A A 0.167 B B C 0.330 C C D 0.500 D D D Seismic Design Category :e/ Smi = Fv * Si = - 0.419 SDI = 2/3 * SMI = 0.279 Sdi > Occupancy Category I II In 0.000 A A A 0.067 B B C 0.133 C C D 0.200 D D D (16-35) V = SDS I [R/1] _ . 0.216 W (16-36) V = SDI I [(R/1)T] = 0.234 W (16-37) V = 0.044 * S1 / [R/1] = 0.004 W (16-38) V=0.5*S1I[1111] = 0.042 W V (Controls) = 0.216 W kips =. OS OS Gl 7 Z O 0211 P�1 rj 0q5 20 a ' 1. tlO K W: a __T 4 4 1`- v= i> e3 l llj� t-0 A-T:�, A7 -T- 'I tu-5- o are `r k y v (M v--� L -o RENAISSANCE MEDIA GROUP TIME: CALC'S # 4425 N. 24TH ST. STE 200 DATE: S12-Y71Z,00 PHOENIX, AZ 85016C 114-C9 �! p t` l t L BY. S C__ 602-23008634 /800-525-8509 L� ^� SHT-#: FAX 602-230-9071 Earthquake Lateral/Longitudinal Load to Column - 2007 CBC Occupancy Category = II - -"Seismic Design Category = D 1 = 1.00 Ss = 62.20 % S1 = 21.20 % SMs = 0.810 SMI = 0.419 R = 2.50 Height = 32.5 ft T = 0.035 * (hn)^0.75 = 0.476 r Reliability/redundancy Factor = 1.00 SDS = 0.540 SDI = 0.279 (16-35) V = SDS I [R/1] _ . 0.216 W (16-36) V = SDI I [(R/1)T] = 0.234 W (16-37) V = 0.044 * S1 / [R/1] = 0.004 W (16-38) V=0.5*S1I[1111] = 0.042 W V (Controls) = 0.216 W kips =. OS OS Gl 7 Z O 0211 P�1 rj 0q5 20 a ' 1. tlO K W: a __T 4 4 1`- v= i> e3 l llj� t-0 A-T:�, A7 -T- 'I tu-5- o are `r k y v (M v--� L -o RENAISSANCE MEDIA GROUP TITLE: 4425 N. 24TH ST. STE 200 PHO"NI, AZ 85016 Tr? -Q ks 602-23008634/800-525-0509 FAX 602-230-9071 CALC'S 4 - DATE: BY: %L- SHT : C, !q i- to D 6- L C�5 Lo A -Ls �2 1-A L S C- � ? 2 Co n1 -C- • Lb A -t CSG z o S PR --1 o F- 10 22 t S 1 ��G� srra c .rr.�rLs 2 "-3 L,15-�G-0-2- .� 1't.2 10 1- 8c 0 a q -72- L7. 'C> 722,'C> If-o' `t3o J�-3 (1A6 4-A-c�z+2.3�� 5 --- -T' .�s p< 1(-2-"- 1 .$-_30 -o i�r S - CSF- - .LJ � c z1 �. y7 T I�z6 2 3x�ls K 0-4� o�- RENAISSANCE IY EDIA GROUP T --TLE: CALC'S 4- 4425 N. 24TH ST. STE 200 DATE Sj" JZcO�j PHOENIX, AZ 85016 �c��i'Z •-A- A -I BY: S L- 602-23008634 602-23008634 /800-525-8509 �LrySHT T: ®� FAX 602-230-9071 L -o A - L.L. , 2-o Psf 2� LO. = 4 -op h �C �'t L C-0 P A -AJ -'n T� PA-� l -o ":t rT O 1= [ Yt nT t E SZ 1,9 GO O 12- It d 8 lam; 21. Gy `p (C- 2 --lo, -c_ 5 0'-4 Li v CZ>-�07s RENAISSANCE MEDIA GROUP LTTE: CALC'S #: 4425 N. 24TH ST. STE 200 I'Lj20 � S TE: PHOENIX, AZ 85016 S'�'jz i +�1`Cs Z, DATE: 5 l 602-23008634/800-525-8509 'FAX 602-230-9071 1 er - a ►�'� �z W � S 2 2 �, ¢ � I Z%2 . Z T" L b z 12.5 t2 (706+ . S71-) oz -,,70C, > 2 1- / k 3 ' q- LL l -f ,F6 l2,S �c t2 .00G +,002sci 8clstici 1.0 4 - 2 , 0-c- . RENAISSANCE MEDIA GROUP TITLE: CALC'S #: TT 4425 N. 24TH ST. STE 200 DATE: PHOENIX, AZ 85016 BY:v 602-23008634/800-525-8509 FAX 602-230-9071 SHT.#: o 1p.> -Ar" Go Mgx2 tea` 'Lf _N UPRIGHT � ti x 11. S2/Z z 1-0. S 9� ` / C 2.1 V P R-GG-bt;,S '-SlS/ 7' - q .1 (J Pru c --r— [1Sc� t2 TO-jZS ID -1-I L6 D6�Lrt D ml b ("*^-I> L r,- Q 12.97 n -1'7- t2Lib Us C9 -L 5;. s 3 L o Q, s C- NILS - = 15pu T-= 4-o S x l 2'` 5 L t,v4 C% Srv- ii A --,e S U -Q vQ.,J -On! 11'* -V- S X SOV, 5 A - 3 01 P. -.o vZs - - -�� 2. d -,K- j, l cj_- 12, q.,O kA -1` M t Ah- -fV t L,o P C::- 1.(oy D t �Q O f?- '�l�G�s12 vz q . lA /,�6 t3. � CA -P, — 3 . / i k/I'Vt t fir, A-V4VA-� i P I Pe t7 -FL L^AT'-f-D -M t V RENAISSANCE RIEDIA GROUP TITLE: 4425 N. 24TH ST. STE 200 PHOENIX, AZ 85016 - . - 602-23008634/800-525-8509 FAX 602-230-9071 DATE: S /'2.'7 /200 j BY: S L SHT.#: I(oI-So IP P P �' 60�� C�'t t�E `LUr �,2�1j I`'l2.24- 4-fS,;-75,+3,*75,+.0&o-A23.-75/2, lo�i.3'_ti W-) L.,4 A -p G14�T3 A- 13 15, +c„o 4- , 2 L-3 O, b a (loq,. + ISIS Z1;2- z z VSG Tt Pc- 2-0 k. 2S1 C%�4o � t��•g 4- ( -Os 203.E 22$• 7 GlM 'M'D to/l-t:,. 27'P' P� 18.4 P3 5-0 10-0 10-0 'Pc a 'o 2-) 53, 8r - P,2, -6 " 'P2— 6 +,-p l$ 4k -7.5 l 2 •S z 2.5 9 `` �3' ( 0184- O M w' 3.48 K?1�,Z� ¢ 2, S, '` t3.T5 ?15 010, re e - MTS S. O'5 � t ? �"42 E^-ri -Al Ph> C -o ��o L s 2>t:%& 1 &Aj RENAISSANCE MEDIA GROUP TITLE: DATE: S/2'7! -ZA 4425 N. 24TH ST. STE 200 BY. S L PHOENIX, AZ 85016 SHT.#: - 602-23008634/800-525-8509 1� vim 2i0 FAX 602-230-9071 �A W 1 C-CwtN c � �- ��.,� - -2, 6-2 . Z to q. 3 +- 4''x•9 x t2 x l3 I S.SS I V' 3 3 I! s L. 22'? '' 4 , 1-5 kms' t C-il A� L-40 Ar. 570.3 k3' " 7210- I Oq . S -r7 SQ. V z Z B k l 2�- ! 8.3 S +- �i.l Z Z d'�o �30 v,, 31 —S4- S.,') 4S.,') 9 / I, w2,-7 ? l 2.x1 k -v; FtZ Z- d 4:2 - d . 3'�i x,1l kms; > -�tz RENAISSANCE MEDIA GROUP TT I'LE: ?425 N. 24TH ST. STE 200 CALC'S PHOENIX, AZ 85016 �p 5,�� a S DATE: `j LrLy12,p� 602-23008634 /800-525-5509 ��.� -�-�� t� BF :' S 2 • FAX 602-230-9071 MAX. BOLT TEND ON MIN. FLANGE THILK S .2G .5/8 0 A 1/2 . 1/4" 31.E /16 - 37 3/4 43.5 13/16 oe 50 7/8 - 5/16 58 15/16 5/16 66 1 3/8 30 5/8 10 X 1/2 1/4" 40 11/16 50 3/4. 60. 13/16 70 7/8 12 X 1/2 5/16 SO 15/16 5/16 90 1. 3/8 14 1/2 8 X 1/4 11/4 i8 9/16 22 5/8 26 3/4 30 7/8 �roLT �,ZI �I 7 i Al - ��N -h E3M. RENAISSANCE NEDIA GROUP TITLE: DATE: Si" f?oo 4425 N. 24TH ST. STE 200 O� Cr-► BY: SL PHOENIX, AZ 85016 SHT.4: 602-23008634 /800-525-8509 FAX 602-230-9071 `P1 PC 6�-rs� testi 2.?� k3+. 06 25 +4k.o-16X2.S'8.g8 W7 kep Lio ArD CA-& U 'Pcj 2 -2.6'7 k Z t s-4 Mb�C(�5.� +Q6.9� 2- h -r M -Z Ioq,3i-�. 'Pi Pr::,- 2.o?e.317 too�t.3 J/0 A'D CA Lf�- C-- �w " $• O S . `t. �$.4 f -ti RENAISSANCE MEDIA GROUP TITLE: DATE: -5 �2-21?ippg 4425 N. 24TH ST. STE 200 BY. 'S L PHOENIX, AZ 85016 0 Co. L V -1--t ,J C,o Aj-*/ , SHT.#: 602-23008634 /800-525-8509 =¢ FAX 602-230-9071 -PI-0 -f3D Cir -PA,—IT-CV-T'i4-r, S A -Xi Ls A-& Co AtN, Leri wA-J> C -AS cr, A, mow, -7.�� .� N1 w&'7 Ct212s G3,28 4- 10 Ll . 4- 4(v -9 TI 2 1s77 pe i2� t� Z ��F!NoL-r- •�/ 1 4- A -'2-> �- �t,z tA. N-- two A --t!- C At-�,iG c- .pw, S.ds.4- b. 6 5; ( +,Z) , G G. + r(o •�. 1 l s �,3 �- � f�.Q � t"Z �c t 3 � 2 2.02 �`l r3�,,� i z� 22,02 /1,22'11 4-0.g2 1w; RENAISSANCE MEDIA GROUP 4425 N. 24TH ST. STE 200 PHOEN , AZ 85016 602-23008634/800-525-8509 FAX 602-230-9071 Mb (PLATE) m T X 2"/W REQ @ MX 6 27 X 1.33 CENTER MOUNT TITLE: CALC'S #: DATE: s F� Lam.- `L� aI BY:.. S L l ix SHT.#: l SV p 20 IND BOLT 38 1/2 SO TEN. 44 SO CAP PLATE THK WELD STIFFNER THK WELD 20 101 9 1/2 3/8 1/23(8 1/4" 30 14 13 5/8 3/8 1/2X8 1 2X8 5/16 1/4" 40 17 15 .3/4 3/8 1/2X8 1/4" 50 v40 50 20 19 T/8 3 8 1/ 2X8 1/4" 53 60 ` 24 22 7/8 3 8 1/ 2X8 1/4" M (PLATE) m T X 4.5/6 A /W a 11-K/INCH tREQ MX6 27 X 1.33 FULL FLAG 'MIN 450 SLOPE coL. a0 L Ts + �o l� • CW rI-A-re I ° IND BOLT 38 SO TEN., 44 SO CAP PLATE THK FID STIFFNER T D 20 C40'3 36 aC' 45° 1/2X 30 43 40 1 - 45 V 1 2X8 5/16 40 46 43 1 1/8 450 V 1/2X8 5/16 50 50 46 1 1/41450 V 1/2X8 1 3/8 60 53 1 50 11 1/4145° V ..1 2X8 1 3/8 '\ MIN 45- SLOPE RENAISSANCE MEDIA GROUP TITLE: DATE: 51217 2-0 O"g 4425 N. 24TH ST. STE 200 BY: Com` PHOENIX, AZ 85016 C.o'(,., U t -A ►J SHT.#: 602..23008634 /800-525-8509 0.- 1... FAX 602-230-9071 L.11 73-- A= ►3 'Pw�z 'PwGy 2)I-, SQA 20,0'` . 020 z o. 6� f 20.o 0. o j2, 207.:5 L.9 C- c- 2 x, 3� s 2 3 s 2-7-t,3 + L-1� („o 1�� GAJS G IFWV- 051C O•G`34. z,S.,Z;-rc htcLZ��+t1�2 P- ,p L3 3 Abd 1�1 d-2, q . 15-.� `20 .o24s`�T 2 ► g,s ►-k RENAISSANCE MEDIA GROUP TITTLE: CALC'S #: 4425 N. 24TH ST. STE 200 DATE: PHOENIX, AZ 85016 00 ;' 1 /V'�— D 1PrS L6-� BY: SL 602-23008634 /800-525-8509 SHT.#: i7 off- ?.O. FAX 602-230-9071 _ Allow Passive Max Passive Load Duration Factor Point Load Load Height Dist. Load Start Height End Height Pole Type WidthlDiameter Surface Restraint DESIGN DATA 300.0 psf ✓ 1500.0 psf 1.00 8740.0 # 32.80 ft 0.0 plf 0.00 ft 00 ft Circular j 36.0 i ? Free - SUMMARY Moments @ Surface... 1 Point Load 286672.0 ft-# Uniform Load 0.0 ft-# ... Total Moment 286672.0 ft-# Total Lateral Load 8740.0 # - NON -RESTRAINED RESULTS - Min. Req'd Embedment A(1 +0 +4.36h IA)".5)12 A - 2.34P/(S 1 b) 17.37 ft Press @ 113 Embed Actual 1200.0 psf Allowable 1500.0 psf — RESTRAINED RESULTS — Min. Req'd Embedment (4.25"P"hIS3'b)".5 y Pressure @ Bottom Actual Allowable Surface Restraint Force V tsIA lobi t�1Z- 3-O . RENAISSANCE MEDIA GROUP 4425 N. 24TH ST. STE 200 PHOENDr, AZ 85016 602-23008634/800-525-8509 FAX 602-230-9071 Column Specifications Outside Diameter (Do) Will -Thickness (Tw) Inside Diameter (Di) Column Height (L) Material Weight Wt/ft Section Modulus (Sx) Moment of Inertia (Ix) Do/Tw Allowable Stresses If Do 3300 Tw Fy TITLE: DATE: SH S (i � SHT.>r: = 20.00 in. = 0.281 in. ` = 19.438 in. = 25.00 ft. 490.00 Ib/ft^3 59.23 Ib/ft = 84.58 in^3 = 846.27 in^4 71.17 Fy = 40.00 ksi Fb=.72-Fy 13000 Do 3300662.Txv If _ Fb= + .4 Fy Fy Tw Fy Do Tw Fb = 28.80 ksi If Do6575 i Doi 994 F�=.4 F y TW 2 or Wt 2 then 4 — S — 3 Fy Fy5L - (Do If Doi 6575 and Do 994 11600 then Fe= 23800 or Fv— Tw 2 i Wt 2 5 3 4 — 5 L5 — Fy3 — — L Do 4 Do 2 Fy (Tw) (`Tw) Do Fv = 16.00 ksi Allowable Loads Allowable Stress Increase? Y 1.00 Sx'Fb•A Bending Moment Capacity (Mb) = 203.00 Ft -kips _ 12 Mb (Allowable) = 203.00 Ft -kips Torsional Moment Capacity (Mt) 225.67 Ft -kips NIt-Fy.2•Lx Mt (Allowable) = 225.67 Ft -kips Do 12 G RENAISSANCE MEDIA GROUP TITLE: 4425 N. 24TH ST. STE 200 PHOEND , AZ 85016 602-23008634 /800-525-1;509 . . . FAX 602-M_9n71 Column Specifications Outside Diameter (Do) Wall Thickness (Tw) Inside Diameter (Di) Column Height (L) Material Weight Wt/ft Section Modulus (Sx) Moment of Inertia (Ix) Do/Tw Allowable Stresses = 20.00 in. 0.375 in. = 19.25 in. 25.00 ft. 490.00 Ib/ft^3 78.67 lb/ft = 111.29 in^3 = 1113.47 in^4 = 53.33 Tw, Fy = 35.00 ksi If Do 3300 Fb=.72 Fy Tw Fy If 13000 Do 3300 Fb= 662. Tw + .4•F Do y Fy Tw Fy Fb = 25.20 ksi If Do 6575 Doi 992 p Tw2 or Wt then 17v=.4.Fy 4 s L l5 (Do 1;Y3Fy J If Do 6575 andDo and 994 23800 or then Fv= Twp 2 4 – Wt 2 _ 5 5– L Fy3 Do 4 Fy5 Fi5LO- �Tw} Do Fv = 14.00 ksi Allowable Loads Allowable Stress Increase? = Y 1.00 Sx. Fb. A Bending Moment Capacity (Mb) = 233.71 Ft -kips Mb= 12 Mb (Allowable) = 233.71 Ft -kips Torsional Moment Capacity (Mt) = 259.81 Ft -kips Mt= Fy- 2.Ix Mt (Allowable) = 259.81 Ft -kips Do — 12 2 DATE: Sl217 BY: S(_ !/ SHT.#: l q o 1= 2.0 Fv= 11600 3 Do z �Tw) r h RENAISSANCE MEDIA GROUP 4425 N. 24TH ST. STE 200 PHOENLC, AZ 85016 602-23008634/800-525-8509 _ FAX 602-230-9071 9 TITLE: DATE: S jyl /�Ao Gj BY: S C_ SHTJ: CA--V-A-c-L rY Column Specifications Do 994 _ Outside Diameter (Do) = 24.00 in. Wall Thickness (Tw) = 0.375 in. 4 5 L 5 _ - Fy .(Do) Inside Diameter (Di) = 23.25 in. . Column.Height (L) = 20.00 ft. 6575 Doi and If Doi 994 then Material Weight = 490.00 Ib/ft^3 Wt / ft = 94.71 Ib/ft Section Modulus (Sx) _ ,161.78 in^3 Moment of Inertia. (Ix) = 1942.30 in^4 Do/Tw = 64.00 Allowable Stresses Fv = 14.00 ksi Allowable Loads Fy = 35.00 ksi if Do, 3300 Fb=.72.Fy Tw FY 1.00 If 13000 Do 3300 Fb= 662-Tw + AF Fy �Tw� Fy Do y Tw Fb = 25.20 ksi If' Do 6575 Do 994 Tw 2 or —� — then Wt 2 Fv=.4•Fy 4 5 L 5 _ - Fy .(Do) 3 Fy . 6575 Doi and If Doi 994 then 23800 Fv= or Tw 4 2 Wt 2 5 5 Fys I 3 Fy Do 4 Do FL �Tcv} Fv = 14.00 ksi Allowable Loads Allowable Stress Increase? = 'Y 1.00 Bending Moment Capacity (Mb) = 339.73 Ft -kips IVIb= Sx. Fb. A Mb(Allowable) Allowable = ( 339.73 Ft -kips 12 Torsional Moment Capacity (Mt) = 377.67 Ft -kips Mt(Allowable) Allowable = ( 377.67 Ft -kips _Fy.2.Ix Ivlt– Do 12 2 1 Fv= 11600 3 �Tw Do 2 } TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY --. Plat -Plan -Attached t' Floor Plan Attqched Sant to B.O. /a., rz-,-icksor /4,)Y 32- -1 Alwrr 1f 2-3o4- 039 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well X Clearance) for n fig. /Otherbase/ �,00„ *7I`�c/,ed &44es YC✓ f/aov .o�r.�.� /"Pit/isivn.S Qr o�%�'f oy,a� Guii/ain4 �31i2�t vei.%/ Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 60-5'-00 Date TO: FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance E.H. USE ONLY Plot Plan Atta�ehad _ Floor Plan Attached:.' ej, Sant to B.D. GY ic,�So N /L%uY 3 Z 037 Owner Location AP# Plan Approved for: Sewage Disposal X Water Supply: Public Private Well Clearance for-dvve". Other f ey;5e.-l' Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 APPROVED ❑CONDITIONALLY APPROVED❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Permit #: Genera/Information Date: Z I U " pQ AP# QyZ.� too --0' Owners Name: CTZ) 'LX --S O,> J Parcel Acreage: Owners Address: Building Site Address: N W �% • �'Z r17 U 1 2 Avg /C) ProAertiv Information Permit Tyoe: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home ❑ SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel NSeptic ❑ Well ❑ Other Zone District: C'- I Date of Zoning Ordinance: lD _ _ 6o General Plan: l.:r Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement ® No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan ❑ No ❑ Yes Violation Area ® No ❑ Yes Specific Plan No ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset Enterprise Zone No ❑ Yes, check use Floodplain No. 11 Yes Zone: 1' Panel Number: IM xNo F-1 Yes Watershed Protection Zone Proposed Use Complies With: 9 General Plan Zoning Proposed Use Reouires: ❑ Use Permit ❑• Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Aoolicable Setbacks: Zoning C de Street & Hi hwa s Fire Prevention Subdivision Ma Front Side Side street Rear Height ;nvironmental Health Issues: Septic Permit Review: Well Permit Review: Land Development Review: arcel Created by: ❑ Deeds Permit Clearance Agriculture Affidavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Date of Creation:, Deed Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: ® Map Date of Recording: 7-)C,--)9 Legal Access Provided: ❑ No ❑ Yes e Legal Access Required: ❑ No ❑ Yes ❑ No ❑ Yes, Road Name: ❑ No ❑ Yes 'h-) , Lot: I Block: Book: 7 1 . Page: (4Q— onditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Comply with condition no. of conditions of approval for the ❑ Provide Creation Deed ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ' ❑ Meet current EHD requirements. ❑ Other neral Comments: OROVILL"E, CALIFORNIA GENERAL CLAIM CLAIMANT: Ray Delzell ADDRESS: P:O. Box 3536 CITY'& STATE: Chico, CA. 95927 IMPORTANT June 3' 1981 SEE INSTRUCTIONS DATE OF CLAIM: ON REVERSE. SIDE SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT Owner decided not to build. (Bldg. Permit Appin..#1927-81B,P;E,M . - eceip - -30-3)) Building Building permit fee paid -------------$317.50 Retain filing fee -------------------- 10.00 Amount of refund due -------------- ------------- $307.50 Plumbing permit fee paid -------------$ 60.00 etain filing fee -------------------- Amount of refund due ---------------------------$ 50.00 Electrical permit fee paid -----------$ 62.85 - Retain filing fee ----------------- 7--$ 10.00 Amount of refund due ---------------------------$ 52.85 Mechanical permit fee paid -----------$ 36.00 Retain filing fee ------------=------- Amount of refund due --------------------------- L16.00. TOTAL REFUND DUE ----------------=--------------$436.35 $436 35 TOTAL $43613;7 I, the undersigned, declare under penalty of perjury that the services or articles claimed have been perfo dor delivered, and that this claim is true and correct as stated. • Dated this 3„.• .............. day of 1901 at�b"� — — '� Calif. �. . • �� `.•�. •• /.W....... .. ..................... Signature of Claim I, the undersigned, hereby certify Met, to the best of my knowledge, the services or articles specified above have been performed or de- livered and that there is a Budget Appropriation❑ or Specific Board Approval (Check one) for the same. -Dated this 3rd da of June .. 1q 81, at Orovllle caul. ............................... Y ............... .................. - Department Head or Authorized Deputy Dept. Exp. Code............................................ Code ................................................PAYABLE FROM............................................................ :............................... FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY VENDOR CODE DEPT. & SUB. PROD' SUB. OBJ. CLAIM NO. INVOICE NO. INVOICE DATE DISC. GROSS AMOUNT ENCUMB. 'SUB -DIST. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - OroviIIe, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT ASSES SO �LA_IEO=s ZONING ! BUILDING PERMIT w E Y oPHONE ��c�L yo PHONE SO. FT. OCC. BUILDING VALUATION OWJ_I R'S MAI91 ADDR 153& 04 %gf� ,aJ (TRRACTOR'S /& O Q®, L CO/O/N NAME a SI TELE HONE /n 5O 5719 q0. 06 /� f1 e- 0'v, aO-00 CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDE UNKNOWN Total Valuation $ L.0_00 Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ '00s-0 ARCHITECT OR ENGI R LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ /7-56 BUILD G D RESS ,�/ Al �� ,t/ ��S' ��S/ 3v� PLUMBING PERMIT Filin Fee 10.00 9 MU�V�' Each Trap 2.00. .0O Repair drainage or vent piping 5.00 Water piping S 00 LOT %O. ! SUBDIVISION NAME PARCEL MAP 71,G-,- Each qas water heater or vent 5.00 /04.00 Gas piping system 1 -5 outlets /0-00 USE OF STRUCTURE SF ❑ DuplexM11M_,0bilehome❑ Other SPECIFY Building sewer 5., 00 Lawn sprinkler system 5.00 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: Permit Fee $ 50.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 5.00 16F, 00 • Maln service EA. ADD'L 100 AMP 2.50 NEW CONST. OR ADDNS. ( DWACCE. INGLDG B ) 20 sq ft &,g - CONTRACTORS LICENSE LAW CONTRACTORS I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the BusinessSO and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for 'sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR. I.Ou LET 2,SOea NON.RESID BRANCH CIRC ITS NEW CONSTR. POWER APPARATUS &) NON-RESID. SINGLE OUTLET CIR. @ is¢ Ex. OCCUp OUTLETS OR FIXTURES BAL@1 00 FIY.ED APP LNS. OR Ex. Occup. �pUT L ETS (RESID.) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50. Permit Fee $ Z, Contractor MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 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. 1 I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating WT, O 00 /9.00 Cooling ?ij' •00 Hood 3.00 .00 Ventilation Permit Fee $ 3 .OD Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, jy4gments, costs, and expenses which may in any way accrue against said Co n y in conseq nce of the granting of this permit. X Date — licant — OwnerR Contractor ElAgent Signature oOp p An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ Ll ' �� occUP. GROUP TYPE OF CONST. I PARCEL P HD 550E This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt No. 6-1092 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT, OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/534-4541 PERMIT APPLICATION DATA SHEET AA �/ 4 Permit No. / _ OWNER A A / LL' A. P. No. -Z- 3a -3S Proposed Building Use �U12 �5x Permit Fee Based Upon: Complete Contract Price ��DPW Valuation Other (Explain) Building Inspector Date _ .5 —77-9"/ 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. . . . . . . . . . . 3. Complete plans in duplicate/triplicate. . . . . . . . . 4. Complete engineered plans and calcs. 5. Plans with Energy Design Compliance Statement. . . . . . 6. State Energy Forms No. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . . . Letter of signature authorization 10. Sanitation approval from Health Dept.. 11. Planning approval for (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 ownerEl) 15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . Pre-Inspec. request to 17. Pre -Inspection for Required. Building Inspector (pate) 18. Other When u issue the permit, proce s as follows: Mail to owner. Mail to contractor. V Telephone34Z- 57/ '9 and of for pickup at A412 office. Deliver w/inspector. Other Applican Date / Copy of plans sent Health Dept., Fire Dept., Other Date During the plan checking process, the following data must be submitted prior to permit issuance: (For required items not checked above at time of application, circle item.) 1. Index permit for above Items No. 2. Additional items required: (Contractor, Designer, Owner) was advised of above required data by Telephone Mail Other By Date Plans checked by Date Plans approved by Date Other: Copy—DPW E r C! r tat .. 11 Iia �.�I �.,