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BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION (IVR): (530) 538-4365 OFFICE: (530) 538-7541 FAX#: (530) 538-2140 ONLINE PERMIT/RENEWAL PAYMENTS: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 3226 MACKINTOSH AVE Owner: Permit No: B08-1528 APN: 027-290-027 MOSKAL, JEROME Issued Date: 08/21/2008 By KCG Permit type: MISCELLANEOUS PO BOX 887 Subtype: Awning/Canopy/Carpt PALERMO, CA 95968 Expiration Date: 08/21/2009 Description: CARPORT (12'X 26'): AS -BUILT PI (530) 532-1592 Occupancy: Zoning: A5 0( Contractor Applicant: Square Footage: MOSKAL, JEROME Building Garage RemdUAddn PO BOX 887 PALERMO, CA 95968 Other Porch/Patio Total (530) 532-1592 312 312 FEE INFORMATION DBEH Building Review Fee $78.90 DBMSC Awning/Canopy/Carport $421.93 DBSMIP Residential $0.50 Total Charged: $501.33 Fees Paid: $501.33 Balance Due: $0.00 Receipt No: B8170 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 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 X basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil of not more than five hundred dollars 08/21/2008 penalty [$500]; Please check one of the following: Contractor's Signature Date I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE 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 DECLARATIONCOMPENSATION, I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: HAVE AND the work himself or herself or through his or her own employees, provided that such improvements ❑I 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 Professions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; The Contractor's License Law dows not apply to an owner of the property who builds or improves 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 a completed if the permit is or once hundred dollars ($100)—or-Te-ss.) DI AM EXEMPT under Section B. & P.C. for this reason: I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS R9429 -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 08/21/2008 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those OywiOs Signature Date provisions. X l.� 08/21/2008 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 Sign 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 HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused by, arising out of, or in any way connected with DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the pro erty Herr or am uthorize o ct on the property owner's behalf. 0;EAll. Ais*4Z 08/21/2008 CONSTRUCTION LENDING AGENCY 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for a of PermitfUUT3116W Print 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 Lenders Address City State Zip PREPARED BY: A & A ENGINEERING CIVIL • STRUCTURAL - SINCC 19/6 5911 Renaissance Pl., Suite B Tel: (419) 292-1983 Toledo, Ohio 43623 Fax: (419) 292-0955 n FGI/AI AI/ITFG I . ALL CONSTRUCTION 5HALL BE PROVIDED IN ACCORDANCE WITH STANDARD BUILDING CODE, 05HA, A15C, A5CE7-05, AW5D 1. 1 CODE5 AND ALL APPLICABLE LOCAL REQUIREMENT5. 2. SHELTER BA5E CONNECTIONS SHALL BE PROVIDED A5 SHOWN ON 5HEET 5 AND 5HALL BE FIELD ADJUSTED ON THE BA515 OF MFR.'5 REQUIREMENT5 FOR ACTUAL 501L TYPE. 3. ALL MATERIAL5 IDENTIFIED BY MANUFACTUP.ER NAME MAY BE SUBSTITUTED WITH MATERIAL EQUAL OR EXCEEDING ORIGINAL. 4. ALL 5HOP CONNECTIONS 5HALL BE WELDED CONNECTIONS. 5. ALL FIELD CONNECTIONS 5HALL BE TEK5 #3 (1/4"XI"). G. STEEL 5HEATHING 5HALL BE 29GA. CORRUGATED GALV. OR PAINTED STEEL - MAIN RIB HT. 3/4" (FY=80K51) OR EQ. 7. ALL 5TRUCTURAL LIGHT GAUGE TUBING AND CHANNELS SHALT- BE GRADE 50 STEEL. L� 1 2'X2G'X9' REGULAR MODELS (STATE OF CALIFORNIA) AS PER DESIGN CRITERIA PROJECT: JEROME M05KAL 3226 MACKII4TO5H AVE ORDVILLE. CA 959GG BUTTE ,'-I COUNTY AUG G ' 2008 DEVELOPMENT SERVICES OE51GN CRITERIA PREVAILING CODE: CBC 2007 U5E GROUP: U (CARPORTS. BARN5) BA51C WIIJD VELOCITY: 90 MPH ROOF DEAD LOAD: 2.0 P5F ROOF LIVE LOAD: 30 P5F GROUND SNOW LOAD: 30 P5F IMPORTANCE FACTOR =SNOW 0.8 WIND 0.87 COUNIN FOR: SUG ®IV10101w USA ST&%Am'yp 16398 FANCY GAP HIGHWA CANA, VA 24317 TOIL FM -1-604579.8589 MAIN -1-276755-2031 _ PAX - -216755-92 ��y7 DRAWING INDEX I ..................:.......................COVER SHFET 2.................................BUILDING 5ECTION5 3 ............................................ ELEVATION5 4................FULLY ENCLO5ED - W/ OPENING5 5 ..................... FULLY ENCLOSED - END WM. G .................................................. DETAILS THE INFORMATION CONTAINED IN THESE DRAWINGS ARE THE SOLE PROPERTY OF A 8 A ENGINEERING. ANY REPRODUCTION IN PART OR WHOLE Hy+yI�Try(,I-�T PERMISSION OF A 8 A ENCyMJJW%l 11B .SFI5MIC DF_51GN CATEGORY: D LOAD COMBINATIONS: 7..............................ANCHORAGE OPT1ON5 ' DL+LL. O.GDL+WL DL+0.75LL+0.75WL • "is dr CHANDER P. NANGIA P.E. di 7423 HOLLOW RIDGE DR. HOUSTON, TX 77095 SFO pER P. 8 Iwing was adnad FCA ind/OC uncle ect supervisio ilii { LICENSE EXPIRES: DATE 5DW: 7/28/2007 14GA. C;HANNLL PEAK BRACE TOP MEMBER - T5 2 1/4X2 1/4 - 14GA. 12 31— 31-011 ` I I 1 R8 112" MANDREL BEND - 51DE P05T TYP. EA. 51DE 2 112X2 112 - 1 4GA. (GO" C/C) l GALVANIZED - (FY = 50 K51) 12 IN 18" LG.CHANNEL KNEE BRACE TYP. EA. SIDE O BASE RAIL 1 2GA. - CONTINUOUS - MATCH FIN. GRADE OR P05T 51ZE - (FY = 50 K51)I TOP OF CONC. 1 1'-9" NOM TYPICAL BUILDING SECTION A & A ENGINEERING ©VI1.. • 51RUCIURAI. SINCE was 5911 Renaissance N., Suite B Tel: (419) 292.1983 Toledo, Ohio 43623 Fax: (419) 292-0955 FOR: USA STEEL BUILDINGS, INC. 16398 FANCY GAP HWY. CANA, VA 24317 TOLL FRS-1400.3794SO FAX -1-rW7317G71 OWNER: USA STEEL BUILDINGS LOCATION: CALIFORNIA DRAWING NO.: USA-12CA DATE: 7/28/2008 PROJECT NUMBER: 08/036/0444 DRAWN BY: JMS CHECKED BY: - OA DRAWING TITLE: TYP. BLDG. SECTION SHEET NO.: 2 OF'7 SCALE: NTS STQROFESS SRP.4 /goo9 DAIS 51CM: 7/28/2008 29 GA. CORRUGATED STEEL - -GALVANIZED OR PAINTED. MA HT. = 3/4" (FY = 80 KSI) OR >r ti �O Q z a_ u.3 tLl J Q J NLL_ az O U_ G" TYP. I I I I I 3" I I 3" I I SEE ANCHOR I ANCHOR SHEET 7 I '\ I I I I i � I I 29 GA. CORRUGATED GALV. OR PAINTED STEEL - MAIN RIB HT. = 1 1/8" (FY = 80 K51) OR EQ. SEE FASTENER 5CHD. FOR ATTACHMENT 12 i Z -1 3 ROOF BENT: (AT 70) GALV. OR EQ. -` OIN KNEE BRACE Ell BENT DETAIL I SCALE: NTS 3 3" ANCHOR TYP. =VERY OTHER BAY SEE 5HT. 2 1 1 1 FOR MAX SPACING LENGTH 15 A5 PER CUSTOMER ORDER SIDE ELEVATION CONT. EDGE TRIM - 2 112"X2 1 /2 29GA. ALUM SCALE: NTS ANGLE ATTACH W/ TEK5 5CREW5 W/ NEOPRENE/ STEEL WA5HER EVERY 2 RIBS A5 NEEDED PER 5HT. MFR.'5 RECOMMENDATION ROOF PANELS ROOF BENT SEE 5CHD. FOR TUBE SIZES (FY = 50 K51 GALV.) CONT. 29 GA. ALUM. EDGE TRIM OR 51DE PANELS FOR EDGE DETAIL z FULLY ENCLOSURE SCALE: -NT5 3 N m 1 112" TRIM DETAIL FASTENER SCUD. TYPE: TEK5 # 12X I " 5CREW5 W/ NEOPRENE/ STEEL WASHER @ G" C/C OF CORNER PANEL AND 8" C/C EL5EWHERE - MIN. ONE FAST PER SPAN AT 51DELAP PANEL5 A & A ENGINEERING CIVIL. • SIRUCIURAL 5911 Renaissance I'I., Suite B Tel: (419) 292-1983 Toledo, Ohm 43623 Pax: (419) 292-0955 n�ll� USA STEEL BUILDINGS, INC. 16398 FANCY GAP HWY. CANA, VA 24317 TOL. FM- 14MS794M FAR -1.3767511011 OWNER: USA STEEL BUILDINGS LOCATION: CALIFORNIA DRAWING NO.: USA-12CA DATE: 7/28/2008 PROJECT NUMBER: 08/036/0444 DRAWN BY: JMS CHECKED BY: OA DRAWING TITLE: ELEVATIONS 5HEET NO.: 3 OF 7 � I wCj 1 QROFES / N �O ®ER P � C X 3/3 009 Cl �C TATE 91CAM: 7/28/2008 s 2 114"X2 114"X 14GA. DETAIL "All SCALE: NTS "X2"X2" 18GA. ANGLE CLIP SECURE TO 5T W/ 114"X314" 5D5 FASTENERS (2) ON DTTOM AND (2) ON SIDE (2 REQUIRED) MAX. 8'-0" DOOR OPNG. 1 1'-9" NOM. lo - TYP. (MIN. 4) FULLY ENCL05ED MODELS - END WALLS W/ OPENINGS SCALE: NTS d9A & A ENGINEERING CIVIL • SIRUCIURAL 5,-,- 5911 Renaissance N., Suite B 'Pel: (419) 292-1983 .1 oledo, Ohio 43623 Fax: (419) 292-0955 USA STEEL BUILDINGS, INC. 16398 FANCY GAP HWY. CANA, VA 24317 TOIL FM -1 579-M FAX - I -M755-201 OWNER: USA STEEL BUILDINGS LOCATION: CALIFORNIA DRAWING NO.: USA-12CA DATE: 7/28/2008 PROJECT NUMBER: - 08/036/0444 DRAWN BY: .1MS CHECKED BY: -OA DRAWING TITLE: END WALL W/ OPENINGS SHEET- NO.: 4 OF 7 , x - ofV STRU , Q� 0SRP4e x 2 S/ /2� IV%\I-. CALF )ATE SIGNED: 7/28/2008 BA5E RAIL DETAIL "A11 SCALE: NT5 X2"X2" I BGA. ANGLE CLIP :URE TO P05T W/ 114"X314" FA5TENER5 (2) ON BOTTOM (2) ON SIDE (2 REQUIRED) )R- TYP. (MIN. 3) ANGLE BRACKET W/ 2 - 114"X I " 5CREW5 PER MEMBER - TYP. I'-9" NOM. fi FULLY ENCLOSED MODEL - END WALL SCALE: NTS A & A ENGINEERING g9d ©VII.• SIRUCIURAL I,—,- 5911 enaewe5911 Renaissance PI., Suite B Tel: (419) 292-1983 Toledo, Ohio 43623 Pax: (419) 292.0955 FOR: USA STEEL BUILDINGS, INC. 16398 FANCY GAP HWY. CANA, VA 24317 MMM-1-MY/9-rias PAR - I -MUS -271 OWNER: USA STEEL BUILDINGS LOCATION: CALIFORNIA . DRAWING NO.: USA-12CA DATE: 7/28/2008 PROJECT NUMBER: 08/036/0444 DRAWN BY: JMS CHECKED BY: OA DRAWING TITLE: END WALL 5HEET NO.: 5 OF 7 r -rot ONLY 7/28/2008 M A & A ENGINEERING QVIL • SICE 16 ItAl. sn KE we T5 2 112"X2 112" — 14GA. FRAME AROUND OPENING 5911RenaissmtcePl.,Suite B 'lel:(419)292-1983 12 DOOR JAM loletlo, Ohio 43623 Fax: (419) 292.0955 3 � O R RAIL FOR: SEE 5HT. 2/7 � � (4) 114"X I" TEKS SCREWS — FIELD FIELD BOLTED — MATCH BOLTED NUMBER AND PATTERN AT z g USA STEEL BUII,DINGS,INC. COU BASE CONNECTION w 16398 FANCY GAFHWY. O CANA, VA 24317 TYP. END DOOR FRAMING '°'AFRM14M379M FAX-12161312071 SCALE: NT5 OWNER: SEE 5HT. 2/7 -USA STEEL BUILDINGS LOCATION: CALIFORNIA DRAWING NO.: USA-12CA 2 114"X2 1 /4" 5Q. ROOF F RAM E TO I DATE: 7/28/2008 2 112"X2 112" POST COL. CONNECTION 2 PROJECT NUMBER: 5CALE: NT5 08/036/0444 DRAWN BY: JMS CHECKED BY: OA DRAWING TITLE: SEE 5HT. 2/7 , ., DETAILS TS 2 114"X2 1/4" — 14GA. i SHEET NO.: �6 OF 7 FIELD BOLTED — z_ g (4) TEK5 # 12X 1 " i°i w S STRUCTURAL e'o �D 0 Q�p>; ESS! ^jq 2 112"X2 112" — 1 2GA. --❑ Q��p�'R P. Ar BA5E RAIL CONT. COLUMN/ BA5E CONNECTION 2 d , 2 SCALE: NT5 3 lu- 3 DATE SIGNED: 7/28/2008 3/4" 0 O rn41. (2)4'0 OPTIONAL HELICAL ANCHOR ON SAND CLAY SCALE: NTS MOBILE HOME ANCHOR FOR SAND/ CLAY COST: CALL REP. HELICAL ANCHOR NOTE: • ANCHORS ARE NOT TO BE USED IF DRIVING TORQUE INTO GROUND 15 LE55 THAN 150 FT-LB5 ANCHOR REQIUREMENT5: WIND 90 MPH - ONE NEXT TO EVERY OTHER P05T (MIN. 3 PER SIDE AND ONE PER CORNER) END WALL SEE PAGE 4 b 5 FOR ANCHOR REQ. A & A ENGINEERING CIVIL • S'IRUCIURAL SINCE IW6 5911 Renaissance I'I, Suite B 'Fel: (419) 292-1983 IIbledo, Ohio 43623 Pax: (419) 292-0955 FOR: x USA STEEL BUILDINGS, INC. 16398 FANCY GAP HWY. CANA, VA 24317 MLLvasa• 14MS794M PAR -1-H USMI OWNER: USA STEEL BUILDINGS LOCATION: CALIFORNIA DRAWING NO.: USA-12CA DATE: 7/28/2008 PROJECT NUMBER: _ 08/036/0444 DRAWN BY: JMS CHECKED BY: , OA DRAWING TITLE: ANCHORAGE OPTIONS SHEET NO... 7 F 7 SEAL 7/28/2008 ' PROJECT: PROJECT NO.: SHEET 12'26'9' REGULAR MODEL 08-036-0444 No.: A&A ENGINEERING 1/4 CLIENT: LOCATION: ' USA STEEL BUILING, 3226 MACKINTOSH AVE CIVIL •STRUCTURAL JEROME MOSKAL ORDVILLE CA 95966 SINCE 1996 CALCULATED BY: CHECKED BY: APPROVED BY: SCALE: 5911 Renaissance Place, Suite BTeL• (419) 292-1983 N.A.M. O.A. DATE: DATE: DATE: Toledo, Ohio 43623 Fax: (419) 292-0955 07/29/2008 07/29/2008 Entity Color Legend TS252514GA N . TS252512GA ARTIFBEAM M TS22522514GA ■ TYPCHANNELE TS202014GA Default Plate Color 1W Default Solid Color STRUCTURAL ONLY Load 25 INDEX TO CONTENTS I. PROJECT: PROJECI' NO.: SHEET 2. 12' 26' 9' REGULAR MODEL 08-036-0444 NO.: A&A ENGINEERING 2/4 CLIENT: LOCATION: ' USA STEEL BULLING, 3226 MACKINTOSH AVE DEAD LOAD(D): .............................................................................................. 3 CIVIL • STRUCTURAL JEROME MOSKAL ORDVILLE CA 95966 SNOw LOAD(S): ............................................................................................... 3 SINCE 1996 CALCULATED BY: CHECKED BY: APPROVED BY: SCALE: 5911 Renaissance Place, Suite B Tel: (419) 292-1983 N.A.M. O.A. DATE: DATE: DATE: Toledo, Ohio 43623 Fax: (419) 292-0955 07/29/2008 07/29/2008 INDEX TO CONTENTS I. SUMMARY: ...................................................................................................... 3 1. BUILDING SIZE: ................................................................................................ 3 2. LOADS: ............................................................................................................ 3 II. CODE INFORMATION: ............................................................................. 3 1. CODE: .............................................................................................................. 3 2. OCCUPANCY: ................................................................................................... 3 III. LOAD CALCULATIONS:...........................................................................3 1. DEAD LOAD(D): .............................................................................................. 3 2. ROOF LIVE LOAD(LR): ..................................................................................... 3 3. SNOw LOAD(S): ............................................................................................... 3 4. WIND LOAD(W): ............................................................................................. 3 5. EARTHQUAKE LOAD(E): ................................................................................. 3 IV. LOAD COMBINATIONS: ........................................................................... 3 V. MATERIAL PROPERTIES: ....................................................................... 4 1. STEEL: ............................................................................................................. 4 VI. SECTION PROPERTIES: ........................................................................... 4 VII. MAXIMUM DEFLECTIONS: .................................................................... 4 VIII. FOUNDATION CALCULATIONS: ....................................................... 4 1. REACTIONS: ..................................................................................................... 4 2. FOUNDATION OPTIONS: .................................................................................... 4 A. Pier Stvle Foundation: ............................ Error! Bookmark not defined. a. Uplift Resistance:....... ......................................... Error! Bookmark not defined. i. Pier Uplift Resistance: ................................... Error! Bookmark not defined. ii. Anchor Rod Tensile Strength: ........................ Error! Bookmark not defined. iii. Concrete -Rod Bond Strength .....................Error! Bookmark not defined. b. Downwards Bearing Resistance:............ ............. Error! Bookmark not defined. C. Lateral Resistance: ............................................. Error! Bookmark not defined. i. Pier Sliding Resistance: ................................. Error! Bookmark not defined. - ii. Anchor Rod Shear Resistance: ....................... Error! Bookmark not defined. d. Overturning Resistance: ..................................... Error! Bookmark not defined. B. Expansion Bolts: ...................................... Error! Bookmark not defined. a. Uplift Resistance: ............................................... Error! Bookmark not defined. b. Lateral Resistance: ............................................. Error! Bookmark not defined. C. Mobile Home Anchors: ........................................................................... 4 a. Uplift capacity: .................................................................................................... 4 IX. APPENDICES: 1. WIND LOAD CALCULATIONS: ....................................................................... W 2. ANALYSIS (STAAD.PRO) INPUT FILE: ........................................................... SI 3. ANALYSIS (STAAD.PRO) OUTPUT FILE: ..................................................... SO 4. METAL SHEATHING SPECIFICATIONS: ...................................................... MS 1 5. FOUNDATION OPTIONS SPECIFICATIONS: .................................................. FO 2 1. Summary: PROJECT: PROJECTNO.: SHEET Length: 12'26'9' REGULAR MODEL 08-036-0444 NO.: A&A ENGINEERING 0 3/4 CLIENT: LOCATION: ' 1 USA STEEL BUILING, 3226 MACKINTOSH AVE 30 psf - CIVIL •STRUCTURAL JEROME MOSKAL ORDVILLE CA 95966 90 mph SINCE 1996 CALCULATED BY: CHECKED BY: APPROVED BY: SCALE: 5911 Renaissance Place, Suite B Tel: (419) 292-1983 N.A.M. O.A. Occupancy importance factor: I = 1.00 ` DATE: DATE: DATE: Toledo, Ohio 43623 Fax: (419) 292-0955 R/I 07/29/2008 07/29/2008 Seismic base shear: V = CS W 1. Summary: PS = CS Pf 1. Buildinq Size: Length: 26 ft Width: 12 ft Eave height: 10.2 ft Roof pitch: 3/12 2. Loads: pg = 30 psf Roof live load: 30 psf Ground snow load: 30 psf Wind speed: ' 90 mph Seismic SS spectral response accel.: 0.520 II. Code Information: 1. Code: California Building Code (CBC 2007) 2. Occupancy: Occupancy Group: U III. Load Calculations: PS = CS Pf 1. Dead Load (D): Dead load (super imposed): D = 2 psf 2. Roof Live Load (L.): Roof live load (specified): L, = 30 psf 3. Snow Load(S): Peak ground snow load: pg = 30 psf Exposure factor: Ce = 1.00 Thermal factor: C, = 1.00 Importance factor: IS = 0.80 Slope factor: CS = 1.00 Flat roof load: pf= 0.7 Ce Ct IS Pg (> 20 psf) -+ p f = 0.7 x 1.00 x 1.00 x 0.80 x 30 = 16.80 psf Sloped roof load: PS = CS Pf -> pS = 1.00 x 16.80 = 16.80 psf = S *Roof live load controls 4. Wind Load (W): *Please see Appendix W for wind load calculations 5. Earthquake Load (E): Site Class: D Spectral response acceleration at short periods: Ss = 0.520 % g Site Coeffecient: Fa = 1.384 Adjusted spectral response acceleration: SMs = Fa SS - SMs = 1.384 x0.520 = 0.720 % g Design spectral response acceleration: SDs = 2/3 SMS - SDs = (2 / 3) x 0.720 = 0.480 % g . Response modification factor: R = 3.5 Occupancy importance factor: I = 1.00 ` Weight of structure: W = 2121.6 lbs Seismic response coeffecient: C ,= SDs S R/I -� CS = 0.480 / (3.5 / 1.00) = 0.137 Seismic base shear: V = CS W -> V = 0.137 x 2121.6 = 290.83 lbs - * since this is a light structure the lateral wind load controls IV. Load Combinations: 1. D + (L, or S) 2. D + (W or 0.7 E) 3. D,+ 0.75 (L, or S) + 0.75 (W or 0.7 E) 4. 0.9 D + (W or 0.7 E) V. Material Properties: 1. Steel: ASTM A572 Grade 50 Fy = 50 ksi F„ = 65 ksi E = 29,000 ksi 7 = 4901bs/ft3 VI. Section Properties: TS22522514GA PROJECT: 0.564 PROJECT NO.: SHEET TS252514GA 12'26191 REGULAR MODEL 08-036-0444 NO.: A&A ENGINEERING 4/4 CLIENT: LOCATION: ' USA STEEL BULLING, 3226 MACKINTOSH AVE 0.564 CIVIL •STRUCTURAL JEROME MOSKAL ORDVILLE CA 95966 SINCE i »r, CALCULATED BY: CHECKED BY: APPROVED BY: SCALE: 5911 Renaissance Place, Suite B Tel: (419) 292-1983 N.A.M. O.A. DATE: DATE: DATE: Toledo, Ohio 43623 Fax: (419) 292-0955 07/29/2008 07/29/2008 V. Material Properties: 1. Steel: ASTM A572 Grade 50 Fy = 50 ksi F„ = 65 ksi E = 29,000 ksi 7 = 4901bs/ft3 VI. Section Properties: TS22522514GA 0.719 0.564 0.564 14 TS252514GA 0.802 0.782 0.782 14 TS252512GA 1.042 0.564 0.564 12 TS202014GA 36 0.564 0.564 14 PLATE . _ 35 in shaft 29 VII. Maximum deflections: VIII. Foundation calculations: Xmax 0.02 Ly Ymax Lx /180 Zmax 0.02 Ly Fd„ = 2.23 Kips 0.41 2.81 OK 0.39 0.80 OK 0.32 2.81 OK VIII. Foundation calculations: 1. Reactions: Max uplift reaction: F„P = 1.98 Kips Max downwards reaction: Fd„ = 2.23 Kips Max. lateral reaction: F„ = 0.49 Kips Max. overturning moment: Mo, = 0.00 Kips -in 2. Foundation options: A. Mobile Home Anchors: Note: See appendices for specs. Use 2 anchors at corners. Anchor dimensions: 4 in helix % in diameter 35 in shaft Minimum installation torque: T = 150 lbs -ft Emprical factor: K, = 10 ft-' a. Uplift capacity: Allowable uplift: Q„ = K, T Q, = 10 x 250 x 2 = 3000 lbs = 3.00 Kips > 1.98 kips APPEND ICES PROJECr: PBOJECr NO.: SI-IIE1' NO.: A&A JWC,�I G i CL1EMr: LOCATION: C2VQ. • STRUGT[JRALi i CALCUL.A"rED BY: CHECKED BY: r APPROVW BY: SCALL: CE 1"6 5911 Remilmanoe Place, Six B Te6 (419) 2921983 Toledo, Ohio 43523 Fay (419) 292-0955 DATE: 1 DA,rE: DATE: APPEND ICES Project Name: 12'26'9' REGULAR MODEL Location: CA By: N:A.M. Start Date: 7/28/2008 Comments: 12'26'9' REGULAR MODEL July 28, 2008 Local Information Wind Dir. Exposure 1 C 2 C 3 C 4 C Basic Wind Speed: 90 mph Topography: None Optional Factors This project uses load combinations from ASCE 7. Wind Loads on Structures 2005 — [1.3] Copyright © 2000 SDG, Inc. ASCE7-05 Page 1 of 5 12'26'9' REGULAR MODEL Section - Main Section Enclosure Classification: Enclosed Building Category: I Wall Length(ft)overhang(ft) 1 26.0 0.0 2 12.0 0.0 3 26.0 0.0 4 12.0 0.0 Eave Height: 10.2 ft Parapet Height: 0 ft Parapet Enclosure: Solid Roof Shape: Gabled Roof Slope(:12) A&B 3.0 July 28, 2008 ASCE7-05 Wind Loads on Structures 2005 — [1.3] Copyright© 2000 SDG, Inc. 12'26'9' REGULAR MODEL July 28, 2008 ASCE7-05 Composite Drawing D A Page 2 of 5 Wind Loads on Structures 2005 — [1.3] Copyright © 2000 SDG, Inc. a Page 3 of 5 12'26'9' REGULAR MODEL July 28, 2008 ASCE7-05 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 1 # ISurface z (ft) IcIpso IG Cp GCpi Ext Pres (psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) 1 Windward Wall 10.2 13.0 0.89 0.80 0.18 9.3 6.9 11.6 2 Side Wall 11.0 13.0 -0.70 -8.1 -10.4 -5.8 3 Leeward Wall 11.0 13.0 0.89 -0.50 0.18 -5.8 -8.1 -3.4 4 Side Wall 11.0 13.0 0.89 -0.70 0.18 -8.1 -10.4 -5.8 A Windward Roof 11.0 13.0 0.89 -0.18 0.18 -2.1 4.4 0.3 11.0 13.0 -0.99 -11.5 -13.8 -9.1 B Leeward Roof 11.0 13.0 0.89 -0.60 0.18 -6.9 -9.3 4.6 This is load case 1 in ASCE 7-05 Figure 6-9. See Figure 6-9 for other cases. -0.50 -5.9 -8.2 Wind Loads on Structures 2005 - [1.3] Copyright 0 2000 SDG, Inc. 12'26'9' REGULAR MODEL July 28, 2008 ASCE7-05 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 2 # ISurface 1z (ft) I q (psf) I G Cp GCpi Ext Pres (psf) Net w/ +GCpi (psf) Net w/-GCpi (psf) 1 Side Wall 11.0 13.0 0.90 -0.70 0.18 -8.2 -10.5 -5.8 2 Windward Wall 10.9 13.0 0.80 9.4 7.0 11.7 11.7 13.0 0.80 9.4 7.0 11.7 3 Side Wall 11.0 13.0 0.90 -0.70 0.18 -8.2 -10.5 -5.8 4 Leeward Wall 11.0 13.0 0.90 -0.29 0.18 -3.4 -5.7 -1.1 A&B Roof 0 to 5.5 13.0 0.90 -0.90 0.18 -10.5 -12.9 -8.2 5.5 to 11.0 • 13.0 -0.90 -10.5 -12.9 -8.2 11.0 to 21.9 ' 13.0 -0.50 -5.9 -8.2 -3.5 21.9 to 26.0 ' 13.0 -0.30 -3.5 -5.9 -1.2 0 to 26.0 ' 13.0 -0.18 -2.1 A.4 0.2 This is load case 1 in ASCE 7-05 Figure 6-9. See Figure 6-9 for other cases. Distance from windward edge. Page 4 of 5 Wind Loads on Structures 2005 - [1.3] Copyright© 2000 SDG, Inc. Page 5 of 5 SI . Page: 1 STAAD SPACE START JOB INFORMATION ENGINEER DATE 28 -Jul -08 JOB NAME 12' 26' 9' REGULAR MODEL JOB CLIENT USA STEEL BUILING, JEROME MOSKAL JOB NO 08-036-0444 ENGINEER NAME N.A.M. CHECKER NAME O.A. CHECKER DATE 28 -Jul -08 END JOB INFORMATION INPUT WIDTH 79 UNIT FEET KIP JOINT COORDINATES 1 0 0 0; 2 0 10.16 0; 3 6 11.67 0; 4 12 10.16 0; 5 12 0 0; 6 0 0 5; 7 0 10.16 5; 8 6 11.67 5; 9 12 10.16 5; 11 0 0 10; 12 0 10.16 10; 13 6 11.67 10; 14 12 10.16 10; 16 0 0 15; 17 0 10.16 15; 18 6 11.67 15; 19 12 10.16 15; 21 0 0 20; 22 0 10.16 20; 23 6 11.67 20; 24 12 10.16 20; 41 0 0 25; 42 0 10.16 25; 43 6 11.67 25; 44 12 10.16 25; 45 12 0 25; 50 5.00662 11.42 5; 51 6.99338 11.42 5; 52 0 9.16 5; 53 0.969771 10.4041 5; 54 12 9.16 5; 55 11.0302 10.4041 5; 56 5.00662 11.42 10; 57 6.99338 11.42 10; 58 0 9.16 10; 59 0.969771 10.4041 10; 60 12 9.16 10; 61 11.0302 10.4041 10; 62 5.00662 11.42 15; 63 6.99338 11.42 15; 64 0 9.16 15; 65 0.969771 10.4041 15; 66 12 9.16 15; 67 11.0302 10.4041 15; 68 5.00662 11.42 20; 69 6.99338 11.42 20; 70 0 9.16 20; 71 0.969771 10.4041 20; 72 12 9.16 20; 73 11.0302 10.4041 20; 92 2 0 25; 94 2 10.6633 25; 95 10 0 25; 96 10 10.6633 25; 97 2 7 25; 98 10 7 25; 99 8 0 0; 100 4 0 0; 105 4 11.1667 0; 106 8 11.1667 0; 107 12 0 5; 108 12 0 10; 109 12 0 15; 110 12 0 20; 114 2 10.6633 0; 161 4 11.1667 25; 165 0 1.38667 0; 167 0 3.58 0; 169 0 5.77333 0; 171 0 7.9667 0; 251 0 1.38667 25; 252 0 3.58 25; 253 0 5.77333 25; 254 0 7.9667 25; 256 6 10.16 0; 259 2 1.38667 0; 260 2 3.58 0; 261 2 5.77333 0; 262 2 7.9667 0; 263 2 10.16 0; 265 4 1.38667 0; 266 4 3.58 0; 267 4 5.77333 0; 268 4 7.9667 0; 269 4 10.16 0; 271 6 1.38667 0; 272 6 3.58 0; 273 6 5.77333 0; 274 6 7.9667 0; 277 6 10.16 25; 279 2 1.38667 25; 280 2 3.58 25; 281 2 5.77333 25; 282 2 7.9667 25; 283 2 10.16 25; 289 4 10.16 25; 295 10 10.6633 0; 334 8 11.1667 25; 338 12 1.38667 0; 340 12 3.58 0; 342 12 5.77333 0; 344 12 7.9667 0; 424 12 1.38667 25; 425 12 3.58 25; 426 12 5.77333 25; 427 12 7.9667 25; 430 10 1.38667 0; 431 10 3.58 0; 432 10 5.77333 0; 433 30 7.9667 0; 434 10 10.16 0; 436 8 1.38667 0; 437 8 3.58 0; 438 8 5.77333 0; 439 8 7.9667 0; 440 8 10.16 0; 442 10 1.38667 25; 443 10 3.58 25; 444 10 5.77333 25; 445 10 7.9667 25; 446 10 10.16 25; 448 8 10.16 25; 614 10 0 0; 615 6 0 0; 616 2 0 0; 617 0 10.16 2.5; 618 0 7.96667 2.5; 619 0 7.96667 5; 620 0 10.16 7.5; 621 0 7.96667 7.5; 622 0 7.96667 10; 623 0 10.16 12.5; 624 0 7.96667 12.5; 625 0 7.96667 15; 626 0 10.16 17.5; 627 0 7.96667 17.5; 628 0 7.96667 20; 629 0 10.16 22.5; 630 0 7.96667 22.5; 631 0 5.77334 2.5; 632 0 5.77334 5; 633 0 5.77334 7.5; 634 0 5.77334 10; 635 0 5.77333 12.5; 636 0 5.77333 15; 637 0 5.77333 17.5; 638 0 5.77333 20; 639 0 5.77333 22.5; 640 0 3.58 2.5; 641 0 3.58 5; 642 0 3.58 1.5; 643 0 3.58 10; 644 0 3.58 12.5; 645 0 3.58 15; 646 0 3.58 17.5; 647 0 3.58 20; 648 0 3.58 22.5; 649 0 1.38667 2.5; 650 0 1.38667 5; 651 0 1.38667 7.5; 652 0 1.38667 10; 653 0 1.38667 12.5; 654 0 1.38667 15; 655 0 1.38667 17.5; 656 0 1.38667 20; 657 0 1.38667 22.5; 658 2 10.6633 2.5; 659 4 11.1667 2.5; 660 6 11.67 2.5; 661 2 10.6633 5; 662 4 11.1667 5; 663 2 10.6633 7.5; 664 4 11.1667 7.5; 665 6 11.67 7.5; 666 2 10.6633 10; 667 4 11.1667 10; 668 2 10.6633 12.5; 669 4 11.1667 12.5; 670 6 11.67 12.5; 671 2 10.6633 15; 672 4 11.1667 15; 673 2 10.6633 17.5; 674 4 11.1667 17.5; 675 6 11.67 17.5; 676 2 10.6633 20; 677 4 11.1667 20; 678 2 10.6633 22.5; 679 4 11.1667 22.5; 680 6 11.67 22.5; 681 0 0 2.5; 682 0 0 7.5; 683 0 0 12.5; 684 0 0 17.5; 685 0 0 22.5; 686 12 10.16 2.5; 687 12 7.96667 2.5; 688 12 7.96667 5; 689 12 10.16 7.5; 690 12 7.96667 7.5; 691 12 7.96667 10; 692 12 10.16 12.5; 693 12 7.96667 12.5; 694 12 7.96667 15; 695 12 10.16 17.5; 696 12 7.96667 17.5; 697 12 7.96667 20; 698 12 10.16 22.5; 699 12 7.96667 22.5; 700 12 5.77334 2.5; 701 12 5.77334 5; 702 12 5.77334 7.5; 703 12 5.77334 10; 704 12 5.77333 12.5; 705 12 5.77333 15; 706 12 5.77333 17.5; 707 12 5.77333 20; 708 12 5.77333 22.5; 709 12 3.58 2.5; 710 12 3.58 5; 711 12 3.58 7.5; 712 12 3.58 10; 713 12 3.58 12.5; 714 12 3.58 15; 715 12 3.58 17.5; 716 12 3.58 20; 717 12 3.58 22.5; 718 12 1.38667 2.5; 719 12 1.38667 5; 720 12 1.38667 7.5; 721 12 1.38667 10; 722 12 1.38667 12.5; 723 12 1.38667 15; 724 12 1.38667 17.5; 725 12 1.38667 20; 726 12 1.38667 22.5; 727 10 10.6633 2.5; 728 8 11.1667 2.5; 729 10 10.6633 5; 730 8 11.1667 5; 731 10 10.6633 7.5; 732 8 11.1667 7.5; 733 10 10.6633 10; 734 8 11.1667 10; 735 10 10.6633 12.5; 736 8 11.1667 12.5; 737 10 10.6633 15; 738 8 11.1667 15; 739 10 10.6633 17.5; 740 8 11.1667 17.5; 741 10 10.6633 20; 742 8 11.1667 20; 743 10 10.6633 22.5; 744 8 11.1667 22.5; 745 12 0 2.5; 746 12 0 7.5; 747 12 0 12.5; 748 12 0 17.5; 749 12 0 22.5; 750 2 10 25; 751 10 10 25; 752 4 10 25; 753 6 10 25; 754 8 10 25; MEMBER INCIDENCES 1 2 617; 2 3 660; 3 4 686; 4 92 95; 5 617 7; 6 620 12; 7 623 17; 8 626 22; 9 629 42; 10 660 8; 11 665 13; 12 670 18; 13 675 23; 14 680 43; 15 686 9; 16 689 14; 17 692 19; 18 695 24; 19 698 44; 20 7 620; 21 8 665; 22 9 689; 23 12 623; 24 13 670; 25 14 692; 26 17 626; 27 18 675; 28 19 695; 29 22 629; 30 23 680; 31 24 698; 1000 94 283; 1001 96 446; 1002 97 281; 1003 98 444; 1004 92 279; 1005 280 279; 1006 281 280; 1007 282 97; 1008 283 750; 1009 95 442; 1010 443 442; 1011 444 443; 1012 445 98; 1013 446 751; 1014 750 752; 1015 2 114; 1016 3 106; 1017 7 53; 1018 8 51; 1019 12 59; 1020 13 57; 1021 17 65; 1022 18 63; 1023 22 71; 1024 23 69; 1025 42 94; 1026 43 334; 1027 94 161; 1028 96 44; 1029 105 3; 1030 106 295; 1031 114 105; 1032 161 43; 1033 295 4; 1034 334 96; 1035 752 753; 1036 753 754; 1037 754 751; 1038 661 662; 1039 662 50; 1040 666 667; 1041 667 56; 1042 671 672; 1043 672 62; 1044 676 677; 1045 677 68; 1046 729 55; 1047 730 729; 1048 733 61; 1049 734 733; 1050 737 67; 1051 738 737; 1052 741 73; 1053 742 741; 1054 50 8; 1055 51 730; 1056 53 661; 1057 55 9; 1058 56 13; 1059 57 734; 1060 59 666; 1061 61 14; 1062 62 18; 1063 63 738; 1064 65 671; 1065 67 19; 1066 68 23; 1067 69 742; 1068 71 676; 1069 73 24; 3012 52 53; 3013 55 54; 3014 58 59; 3015 61 60; 3016 67 66; 3017 73 72; 3018 70 71; 3019 64 65; 4000 1 165; 4001 6 650; 4002 11 652; 4003 16 654; 4004 21 656; 4005 41 251; 4006 100 265; 4007 99 436; 4008 5 338; 4009 107 719; 4010 108 721; 4011 109 723; 4012 110 725; 4013 45 424; 4014 165 167; 4015 167 169; 4016 169 171; 4017 171 2; 4018 251 252; 4019 252 253; 4020 253 254; 4021 254 42; 4022 265 266; 4023 266 267; 4024 267 268; 4025 268 269; 4026 269 105; 4027 338 340; 4028 340 342; 4029 342 344; 4030 344 4; 4031 424 425; 4032 425 426; 4033 426 427; 4034 427 44; 4035 436 437; 4036 437 438; 4037 438 439; 4038 439 440; 4039 440 106; 4040 619 52; 4041 622 58; 4042 625 64; 4043 628 70; 4044 632 619; 4045 634 622; 4046 636 625; 4047 638 628; 4048 641 632; 4049 643 634; 4050 645 636; 4051 647 638; 4052 650 641; 4053 652 643; 4054 654 645; 4055 656 647; 4056 688 54; 4057 691 60; 4058 694 66; 4059 697 72; 4060 701 688; 4061 703 691; 4062 705 694; 4063 707 697; 4064 710 701; 4065 712 703; 4066 714 705; 4067 716 707; 4068 719 710; 4069 721 712; 4070 723 714; 4071 725 716; 4072 52 7; 4073 54 9; 4074 58 12; 4075 60 14; 4076 64 17; 4077 66 19; 4078 70 22; 4079 72 24; 5000 1 681; 5001 41 92; 5002 5 614; 5003 5 745; 5004 95 45; 5005 99 615; 5006 100 616; 5007 614 99; 5008 615 100; 5009 616 1; 5010 681 6; 5011 682 11; 5012 683 16; 5013 684 21; 5014 685 41; 5015 745 107; 5016 746 108; 5017 747 109; 5018 748 110; 5019 749 45; 5020 6 682; 5021 11 683; 5022 16 684; 5023 21 685; 5024 107 746; 5025 108 747; 5026 109 748; 5027 110 749; 6000 50 51; 6001 56 57; 6002 62 63; 6003 68 69; 10222 750 282; 10223 751 445; ELEMENT INCIDENCES SHELL 10000 165 167 260 259; 10001 167 169 261 260; 10002 169 171 262 261; 10003 171 2 263 262; 10004 259 260 266 265; 10005 260 261 267 266; 10006 261 262 268 267; 10007 262 263 269 268; 10008 265 266 272 271; 10009 266 267 273 272; 10010 267 268 274 273; 10011 268 269 256 274; 10012 269 105 3 256; 10013 269 263 114 105; 10014 2 114 263; 10015 251 252 280 279; 10016 252 253 281 280; 10017 254 42 283 282; 10020 289 161 43 277; 10021 289 283 94 161; 10022 42 94 283; 10023 338 340 431 430; 10024 340 342 432 431; 10025 342,344 433 432; 10026 344 4 434 433; 10027 430 431 437 436; 10028 431 432 438 437; - 10029 432 433 439 438; 10030 433 434 440 439; 10031 436 437 272 271; 10032 437 436 273 272; 10033 438 439 274 273; 10034 439 440 256 274; 10035 440 106 3 256; 10036 440 434 295 106; 10037 4 295 434; 10038 424 425 443 442; 10039 425 426 444 443; 10040 427 44 446 445; 10043 448 334 43 277; 10044 448 446 96 334; 10045 44 96 446; 10050 253 254 97 281; 10051 427 426 444 98; 10052 97 282 254; 10053 98 445 427; 10054 41 251 279 92; 10055 95 442 424 45; 10056 5 338 430 614; 10057 614 430 436 99; 10058 99 436 271 615; 10059 615 271 265 100; 10060 100 265 259 616; 10061 616 259 165 1; 10062 2 617 618 171; 10063 617 7 619 618; 10064 7 620 621 619; 10065 620 12 622 621; 10066 12 623 624 622; 10067 623 17 625 624; 10068 17 626 627 625; 10069 626 22 628 627; 10070 22 629 630 628; 10071 629 42 254 630; 10072 171 618 631 169; 10073 618 619 632 631; 10074 619 621 633 632; 10075 621 622 634 633; 10076 622 624 635 634; 10077 624 625 636 635; 10078 625 627 637 636; 10079 627 628 638 637; 10080 628 630 639 638; 10081 630 254 253 639; 10082 169 631 640 167; 10083 631 632 641 640; 10084 632 633 642 641; 10085 633 634 643 642; 10086 634 635 644 643; 10087 635 636 645 644; 10088 636 637 646 645; 10089 637 638 647 646; 10090 638 639 648 647; 10091 639 253 252 648; 10092 167 640 649 165; 10093 640 641 650 649; 10094 641 642 651 650; 10095 642 643 652 651; 10096 643 644 653 652; 10097 644 645 654 653; 10098 645 646 655 654; 10099 646 647 656 655; 10100 647 648 657 656; 10101 648 252 251 657; 10102 2 114 658 617; 10103 114 105 659 658; 10104 105 3 660 659; 10105 617 658 661 7; 10106 658 659 662 661; 10107 659 660 8 662; 10108 7 661 663 620; 10109 661 662 664 663; 10110 662 8 665 664; 10111 620 663 666 12; 10112 663 664 667 666; 10113 664 665 13 667; 10114 12 666 668 623; 10115 666 667 669 668; 10116 667 13.670 669; 10117 623 668 671 17; 10118 668 669 672 671; 10119 669 670 18 672; 10120 17 671 673 626; 10121 671 672 674 673; 10122 672 18 675 674; 10123 626 673 676 22; 10124 673 674 677 676; 10125 674 675 23 677; SI .Page: 3 10126 22 676 678 629; 10127 676 677 679 678; 10128 677 23 680 679; 10129 629 678 94 42; 10130 678 679 161 94; 10131 679 680 43 161; 10132 1 165 649 681; 10133 681 649 650 6; 10134 6 650 651 682; 10135 682 651 652 11; 10136 11 652 653 683; 10137 683 653 654 16; 10138 16 654 655 684; 10139 684 655 656 21; 10140 21 656 657 685; 10141 685 657 251 41; 10142 4 686 687 344; 10143 686 9 688 687; 10144 9 G09 690 688; 10145 689 14 691 690; 10146 14 692 693 691; 10147 692 19 694 693; 10148 19 695 696 694; 10149 695 24 697 696; 10150 24 698 699 697; 10151 698 44 427 699; 10152 344 687 700 342; 10153 687 688 701 700; 10154 688 690 702 701; 10155 690 691 703 702 10156 691 693 704 703; 10157 693 694 705 704; 10158 694 696 706 705 10159 696 697 707 706; 10160 697 699 708 707; 10161 699 427 426 708 10162 342 700 709 340; 10163 700 701 710 709; 10164 701 702 711 710 10165 702 703 712 711; 10166 703 704 713 712; 10167 704 705 714 713 10168 705 706 715 714; 10169 706 707 716 715; 10170 707 708 717 716 10171 708 426 425 717; 10172 340 709 718 338; 10173 709 710 719 718 10174 710 711 720 719; 10175 711 712 721 720; 10176 712 713 722 721 10177 713 714 723 722; 10178 714 715 724 723; 10179 715 716 725 724 10180 716 717 726 725; 10181 717 425 424 726; 10182 4 295 727 686; 10183 295 106 728 727; 10184 106 3 660 728; 10185 686 727 729 9; 10186 727 728 730 729; 10187 728 660 8 730; 10188 9 729 731 689; 10189 729 730 732 731; 10190 730 8 665 732; 10191 689 731 733 14; 10192 731 732 734 733; 10193 732 665 13 734; 10194 14 733 735 692; 10195 733 734 736 735; 10196 734 13 670 736; 10197 692 735 737 19; 10198 735 736 738 737; 10199 736 670 18 738; 10200 19 737 739 695; 10201 737 738 740 739; 10202 738 18 675 740; 10203 695 739 741 24; 10204 739 740 742 741; 10205 740 675 23 742; 10206 24 741 743 698; 10207 741 742 744 743; 10208 742 23 680 744; 10209 698 743 96 44; 10210 743 744 334 96; 10211 744 680 43 334; 10212 5 338 718 745; 10213 745 718 719 107; 10214 107 719 720 746; 10215 746 720 721 108 10216 108 721 722 747; 1021'/ 74'1 722 '/2A 109; 10218 109 723 724 748 10219 748 724 725 110; 10220 110 725 726 749; 10221 749 726 424 45; START GROUP DEFINITION FLOOR LWALL 1 5 TO 9 20 23 26 29 4000 TO 4005 4014 TO 4021 4040 TO 4055 4076 4078 5000 5010 TO 5014 5020 TO 5023 RWALL 3 15 TO 19 22 25 28 31 4008 TO 4013 4027 TO 4034 4056 TO 407 4075 4077 4079 5003 5015 TO 5019 5024 TO 5027 'BWALL 1015 1016 1029 TO 1031 1033 4000 4006 TO 4008-4014 TO 4017 - 4022 TO 4030 4035 TO 4039 5002 5005 TO 5009 FWALL 4 1000 TO 1014 1025 TO 1028 1032 1034 TO 1037 4005 4013 4018 4031 TO 4034 5001 5004 10222 10223 LROOF 1 2 5 TO 14 20 21 23 24 26 27 29 30 1015 1017,,1019 1021 1023 1029 1031 1032 1038 TO 1045 1054 1056 1058 1060 1062 1064 1066 1068 RROOF 2 3 10 TO 19 21 22 24 25 27 28 30 31 1016 1018 1020 1022 102 1028 1030 1033 1034 1046 TO 1053 1055 1057 1059 1061.,1063 1065 1067 END GROUP DEFINITION UNIT INCHES KIP ELEMENT PROPERTY 10000 TO 10017 10020 TO 10040 10043 TO 10045 10050 TO 10221 THICKNE UNIT FEET KIP SUPPORTS 1 5 6 11 16 21 41 45 92 95 99 100 107 TO 110 PINNED START USER TABLE TABLE 1 UNIT INCHES POUND TUBE TS252514GA 0.802444 2.5 2.5 0.083 0.782219 0.782219 1.17195 0.415 0.415 TS252512GA 1.04248 2.5 2.5 0.109 0.995349 0.995349 1.48993 0.545 0.545 TS22522514GA 0.719444 2.25 2.25 0.083 0.563898 0.563898 0.844607 0.3735 0.3735 TS202014GA 0.636444 2 2 0.083 0.390541 0.390541 0.584715 0.332 0.332 TABLE 2 CHP1414EL TYPCHANNEL 0.359722 2.5 0.083 1 0.083 0.330476 0.0327377 0.000826042 0.253083 0.2075 0.110667 TABLE 3 GENERAL ARTIFBEAM 0.05 0.5 0.5 0.1 0.1 0.00104167 4.16667e-005 0.000144619 0.00416667 0.000833333 0.026828 0.0416663 0.00625 0.00125 5.65338e-007 0.5 END UNIT FEET POUND DEFINE MATERIAL START 4072 4074 - 1 4073 - TO 4021 - 1025 1027 - 4 1026 - 1069 SS 0.0172 SI Page: 4 ISOTROPIC STEEL E 4.176e+009 POISSON 0.3 DENSITY 489.024 ALPHA 6.5e-006 DAMP 0.03 END DEFINE MATERIAL MEMBER PROPERTY AMERICAN 4000 TO 4079 UPTABLE 1 TS252514GA 5000 TO 5027 UPTABLE 1 TS252512GA MEMBER PROPERTY AMERICAN 1 TO 31 UPTABLE 3 ARTIFBEAM 1000 TO 1069 10222 10223 UPTABLE UNIT INCHES KIP MEMBER PROPERTY AMERICAN 3012 TO 3019 UPTABLE 2 TYPCHANNEL MEMBER PROPERTY 6000 TO 6003 UPTABLE 1 TS202014GA UNIT FEET POUND CONSTANTS MATERIAL STEEL ALL LOAD 1 LOADTYPE Dead TITLE DEAD FLOOR LOAD _LROOF FLOAD -2 GY INCLINED RROOF FLOAD -2 GY INCLINED LOAD 2 LOADTYPE Snow TITLE SNOW FLOOR LOAD _LROOF FLOAD -16.8 GY INCLINED RROOF FLOAD -16.8 GY INCLINED LOAD 3 LOADTYPE Roof Live TITLE FLOOR LOAD _LROOF FLOAD -30 GY INCLINED RROOF FLOAD -30 GY INCLINED LOAD 4 LOADTYPE..Wind TITLE WIND1 FLOOR LOAD _LWALL FLOAD 6.9 GX _RWALL FLOAD 8.1 GX _FWALL FLOAD 10.4 GZ BWALL FLOAD -10.4 GZ LROOF FLOAD 13.83 GY INCLINED LROOF FLOAD -3.47 GX INCLINED RROOF FLOAD 9.22 GY INCLINED RROOF FLOAD 2.3 GX INCLINED LOAD 5 LOADTYPE Wind TITLE WIND1 FLOOR LOAD _LWALL FLOAD 11.6 GX _RWALL FLOAD 3.4 GX _FWALL FLOAD 5.8 GZ _BWALL FLOAD -5.8 GZ LROOF FLOAD 9.31 GY INCLINED _LROOF FLOAD -2.33 GX INCLINED _RROOF FLOAD 4.66 GY INCLINED RROOF FLOAD 1.16 GX INCLINED LOAD 6 LOADTYPE Wind TITLE WIND2 FLOOR LOAD _BWALL FLOAD 7 GZ _FWALL FLOAD 5.7 GZ _LWALL FLOAD -10.5 GX _RWALL FLOAD 10.5 GX _LROOF FLOAD 9.12 GY INCLINED _RROOF FLOAD 9.12 GY INCLINED _LROOF FLOAD -2.28 GX INCLINED RROOF FLOAD 2.28 GX INCLINED LOAD 7 LOADTYPE Wind TITLE WIND21 FLOOR LOAD _ _BWALL FLOAD 11.7 GZ FWALL FLOAD 1.1 GZ _LWALL FLOAD -5.8 GX _RWALL FLOAD 5.8 GX _LROOF FLOAD 4.56 GY INCLINED RROOF FLOAD 4.56 GY INCLINED _LROOF FLOAD -1.14 GX INCLINED RROOF FLOAD 1.14 GX INCLINED LOAD COMB 8 D+S 1 1.0 2 1.0 LOAD COME 9 D+LR 1 1.0 3 1.0 LOAD COMB 10 D+W1P TS22522514GA ROOFLIVE SI .Page: 5 1 1.0 4 1.0 LOAD COMB 11 D+W1N 1 1.0 5 1.0 LOAD COMB 12 D+W2P 1 1.0 6 1.0 LOAD COMB 13 D+W2N 1 1.0 7 1.0 LOAD COMB 14 D+0.75LR+0.75W1P 1 1.0 3'0.75 4 0.75 LOAD COMB 15 D+0.75LR+0.75W1N 1 1.0 3 0.75 5 0.75 LOAD COMB 16 D+0.75LR+0.75W2P 1 1.0 3 0.75 6 0.75 LOAD COMB 17 D+0.75LR+0.75W2N 1 1.0 3 0.75 7 0.75 LOAD COMB 18 D+0.755+0.75W1P 1 1.0 4 0.75 2 0.75 LOAD COMB 19 D+0.755+0.75W1N 1 1.0 5 0.75 2 0.75 LOAD COMB 20 D+0.755+0.75W2P , 1 1.0 6 0.75 2 0.75 LOAD COMB 21 D+0.755+0.75W2N 1 1.0 7 0.75 2 0.75 LOAD COMB 22 0.6D+W1P 1 0.6 4 1.0 LOAD COMB 23 0.6D+WIN 1 0.6 5 1.0 LOAD COMB 24 0.6D+W2P 1 0.6 6 1.0 LOAD COMB 25 0.6D+W2N 1 0:6 7'1.0 - - PERFORM ANALYSIS DEFINE ENVELOP 8 TO 25 ENVELOP 1 TYPE STRESS END DEFINE ENVELOP + LOAD LIST 8 TO 25 UNIT INCHES KIP .PARAMETER 1 CODE AI3C- FYLD 50 ALL FU 65 ALL CHECK CODE MEMB 1000 TO 1069 3012 TO 3019 4000 TO 4079 5000 TO 5027 - 6000 TO 6003 10222 10223 FINISH VllwyNll Sul -Ila -b LIC . Tiuo 12'21T 9' REGULAR MODEL Primary .. a1-' USA STEEL BUILING. JEROME MOSKAL DEAD Job Information 2 SNOW Engineer Checked Approved ROOFLIVE Name: N.A.M. O.A. 4 WINDiP Date: 28-JuF08 28 -Jul -08 5 Structure Type I SPACE FRAME Primary Number of Nodes 263 Highest Node 754 Number of Elements 223 Highest Beam 10223 Number of Plates 214 Highest Plate 10221 Number of Basic Load Cases 7 D+S Number of Combination Load Cases 18 9 Included In IN dnfoul ere data /or Combination Nodes 1 TO.10000 D+W1P Beams 1 1000 TO 9999 11 Type LIC Name Primary .. 1 DEAD Primary 2 SNOW Primary 3 ROOFLIVE Primary 4 WINDiP Primary 5 WINDIN Primary 6 WIND2P Primary - 0.001 WIND2N Combination 8 D+S Combination 9 D+LR Combination 10 D+W1P Combination 11 D+W1N Combination 12 D+W2P Combination 13 D+W2N Combination 14 D+0.75LR+0.75W1P Combination 15 D+0.75LR+0.75W1N Combination 16 D+0.75LR+0.75W2P Combination 17 D+0.75LR+0.75W2N Combination 18 D+0.755+0.75WiP Combination 19 D+0.755+0.75W1N Combination 20 D+0.75S+0.75W2P r.-hinatirin 21 D+0.75S+0.75W2N Combination 22 0.6D+W1P Combination 23 O.6D+WiN Combination 24 O.6D+W2P Combination 25 0.6D+W2N wNo I SI -No Rav 08-036-0444 S01/10 'art im 'Y N.A.M. Da1028-Ju" pitl O.A. I- Carport 12'26 9'.std Da' mr- 29Ju1-2008 08:53 RIM 71-Cl0a: 29907/200809:11 STAAD.Pro for Windows 20.07.03.15 . rue 12'26'9' REGULAR MODEL pb11 USA STEEL BUILING. JEROME MOSKAL JOE No SNoel No Rev 08-036-0444 S02/10 PM Rd DY N.A.M. Da -28 -Jul -08 as O.A. Fib Carport 12' 26' 9'.aid D0'�D11p 29Ju42008 08:53 wnma ovucrura Section Properties Prop Section Area (int) In (in') 1„ (in4) J Material (in') 2 TS252514GA 0.802 0.782 0.782 1 1.172 STEEL 3 TS252512GA 1.042 0.995 0.995 1.490 STEEL 4 ARTIFBEAM 0.050 0.000 - 0.001 0.000 STEEL 5 TS22522514GA 0.719 0.564 0.564 0.845 STEEL 6 TYPCHANNEL 0.360 0.033 0.330 0.001 STEEL 7 TS202014GA 0.636 0.391 0.391 0.585 STEEL Plate Thickness Prop I Node A T NodeB Node C Node D Material (in) (In) (in) (in) 1 1 0.0171 0.0171 0.0171 0.017 1 STEEL Rim Rm 1 W 1D Rine llmClMa: 29M7r2= 09:11 STAAD.Pro for Windows 20.07.03.15 Rin[ Run ]ala Job nu° 12.26' 9' REGULAR MODEL abnl USA STEEL BUILING, JEROME MOSKAL Materials Mat Name E (kiplin2) v Density (kipliin) I a (1PF) 1 STEEL 29E+3 0.300M0.00O5.5E-6 WINDIN 6 2 STAINLESSSTEEL 28E+3 0.300 D+LR 1 3 ALUMINUM 10E+3 0.330 3 ROOFLIVE 4 CONCRETE 3.15E+3 0.170 DEAD 1.00 Basic Load Cases Number Name 1 DEAD 2 SNOW 3 ROOFLIVE 4 WINDIP 5 WINDIN 6 WIND2P 7 WIND2N Combination Load Cases JOE Noane0I No Rov 08-036-0444 SO 3 / 10 Pon Rd By N.A.M. eaN28-JO-W CM O.A. Fib Carport 12' 26 9'.std D°'0 10 29 -Jul -2008 08:53 Comb. Combination UC Name Primary Primary UC Name Factor 8 D+S 1 DEAD 1.00 MaxX 636 2 SNOW 1.00 9 D+LR 1 DEAD 1.00 19 D+0.75S+0.75W1N 3 ROOFLIVE 1.00 10 D+WlP 1 DEAD 1.00 MaxY 672 4 WINDIP 1.00 11 D+WIN 1 DEAD 1.00 Min Y 670 .5 WINDIN 1.00 12 D+W2P 1 DEAD 1.00 21 D+0.75S+0.75W2N 6 WIND2P 1.00 13 D+W2N 1 DEAD 1.00 Min 273 7 WIN02N 1.00 14 D+0.75LR+0.75W1P 1 DEAD 1.00 Max rX 279 3 ROOFLIVE 0.75 23 0.6D+WIN 4 WINDIP 0.75 15 D+0.75LR+0.75W1N 1 DEAD 1.00 24 0.6D+W2P 3 ROOFLIVE 0.75 Max rY 631 5 WINDIN 0.75 16 D+0.75LR+0.75W2P 1 DEAD 1.00 Min rY 639 3 ROOFLIVE 0.75 -0.001 0.182 6 WIN02P 0.75 17 D+0.75LR+0.75W2N1 16:D+0.75LR+i DEAD 1.00 0.000 0.000 3 ROOFLIVE 0.75 Min rZ 16 7 WIND2N 0.75 RIM Th -0-: 291072(108 09:11 STAAD.Pm for Windows 20.07.03.15 9o1Mm0li-me b Knee 12' 26 9 REGULAR MODEL aie'n USA STEEL BUILING, JEROME MOSKAL Combination Load Cases Cont... JOE N0 s119e1 N° Rev 08-036-0444 SO 4 / 10 Pmt Rel By N.A.M. 0"28-JuF08 di° O.A. 'b Carport 12' 26 9'.std I 0o -ml- 29-Ju42008 08:53 Comb. Combination UC Name Primary Primary UC Name Factor 18 0+0.75S+0.75WiP 1 DEAD 1.00 MaxX 636 4 WINDIP 0.75 0.000 0.409 2 SNOW 0.75 19 D+0.75S+0.75W1N 1 DEAD 1.00 0.002 0.406 5 WINDIN 0.75 MaxY 672 2 SNOW 0.75 20 D+0.75S+0.75W2P 1 DEAD 1.00 Min Y 670 6 WIND2P 0.75 0.001 0.390 2 SNOW 0.75 21 D+0.75S+0.75W2N 1 DEAD 1.00 0.319 0.320 7 WIND2N 0.75 Min 273 2 SNOW 0.75 22 0.6D+W1P 1 DEAD 0.60 Max rX 279 4 WINDIP 1.00 23 0.6D+WIN 1 DEAD 0.60 Min rX 750 5 WINDIN 1.00 24 0.6D+W2P 1 DEAD 0.60 Max rY 631 6 WIND2P 1.00 25 0.6D+W2N 1 DEAD 0.60 Min rY 639 7 WIND2N 1.00 Node Displacement Summary + Rlnl Rut 30110 RIM T4,,&DMe: 29,D7/200809:11 STAAD.Pvo for Windows 20.07.03.15 Node UC X (in) Y (in) Z (in) Resultant (in) rX (red) rY (rad) rZ (rad) MaxX 636 S:WINDlN 0.409 -0.001 0.000 0.409 -0.000 -0.000 0.002 Min X 636 16:D+0.75LR+1 -0.406 0.001 0.002 0.406 0.000 0.000 -0.001 MaxY 672 5:WINDIN 0.007 0.194 0.002 0.194 0.000 0.000 -0.001 Min Y 670 9:D+LR -0.000 -0.390 0.001 0.390 0.000 -0.000 0.000 MaxZ 281 10:D+W1P 0.011 -0.002 0.319 0.320 -0.001 -0.002 -0.000 Min 273 10:D+W1P 0.005 0.000 -0.242 0.242 0.000 -0.000 -0.000 Max rX 279 10:D+W1P 0.002 4001 0.103" 0.103 0.007 -0.001 -0.000 Min rX 750 10:D+W1P 0.023 -0.001 0.053 0.057 -0.007 -0.002 -0.000 Max rY 631 5:WINDIN 0.176 0.001 0.003 0.176 0.000 0.009 0.001 Min rY 639 S:WINDIN 0.182 0.001 -0.001 0.182 -0.000 -0.009 0.001 Max rZ 16 16:D+0.75LR+i 0.000 0.000 0.000 0.000 0.000 0.000 0.010 Min rZ 16 5:WINDIN 0.000 0.000 0.000 0.000 0.000 -0.000 -0.011 Max Rst 636 5:WIND7N 0.409 -0.001 0.000 0.409 -0.000 -0.000 0.002 + Rlnl Rut 30110 RIM T4,,&DMe: 29,D7/200809:11 STAAD.Pvo for Windows 20.07.03.15 '1 Job NO IS 08-036-0444 VM Job No s' -x No Rov Ref By N.A.M. 08-036-0444 S05/1 �r c"mt USA STEEL BUILING, JEROME MOSKAL Flet Carport 12' 26' 9'.std I D8Wnr. 29 -Jul -2008 08:53 Utilization Ratio J Tlse 12' 2R' Cr RFQI II AR MDDFI, Rol Beam Analysis Design Property Property Actual Allowabl Ratio Ratio Ratio Clause (Act./Allow.) By N.A.M. 0°1028 -Jul -08 G1d O.A. aloin USA STEEL BUILING, JEROME MOSKAL Ill Ix (in4) Flm Carport 12' 26' 9'.std DOlomre 39 -Jul -2008 08:53 Beam End Force Summary 1.000 0.208 AISC- H2-1 22 0.719 0.564 0.564 The signs o/the forces at end B of each beam have been reversed. Fav example: this means that the Min Fx entry gives the largest tension valu for an beam. 1.000 0.196 AISC- H2-1 22 0.719 0.564 0.564 0.845 1002 Azlal Shear Torsion Ban Ing 10 Beam Node LIC F= Fy Fz Mx My Mz 1.000 0.253 AISC- H2-1 (kip) (kip) (kip) (kip'fl) (kip'ft) (kip fl) Max Fx 4005 41 9:D+LR 1.551 -0.004 -0.034 -0.007 0.034 -0.004 0.564 Min Fx 1014 750 9:D+LR -1.700 0.000 -0.000 0.000 0.011 0.005 0.719 0.564 Max Fy 1013 446 9:D+LR 0.846 1.659 0.002 0.013 -0.018 0.212 10 0,719 Min Fy 1008 283 9:D+LR 0.846 -1.659 0.002 -0.013 -0.018 -0.212 0.194 AISC- H2-1 22 Max Fz 1010 442 10:D+W1P -0.938 -0.000 0.157 -0.013 0.043 -0.002 1.000 Min Fz 1001 96 4:WINDIP 1 -0.177 -0.062 1 -0.246 0.078 0.248 -0.016 TS22522514 TS22522514 0.275 1.000 Max Mx 5004 95 10:D+W1P 0.000 -0.048 -0.104 0.271 0.152 -0.032 TS22522514 TS22522514 0.219 Min Mx 5001 41 10:D+W1P 0.000 -0.059 0.067 -0.270 -0.035 -0.068 1011 Max My 4024 267 10:D+W1P -0.245 0.004 -0.011 -0.009 0.281 0.004 0.845 Min My 4024 267 7:WIND2N 0.013 -0.001 0.012 0.009 -0.321 -0.000 0.564 0.845 Max Mz 4042 64 9:D+LR 0.569 -0.057 -0.004 -n nn7 0.000 0.483 Min Mz 4050 645 5:WINDIN 0.121 0.064 0.000 0.000 -0.001 -0.488 Beam Maximum Forces by Section Property 0.719 0.564 0.564 0.845 Axial Shear Torsion. Banding 1.000 Section Max Fx Max Fy Max Fz Max Mx Max My Max Mz 1016 TS22522514 TS22522514 (kip) (kip) (kip) (kiv'fl) (kip fl) (kia'fl) 0.564 TS252514GA Max+ve 1.551 0.421 0.132 0.010 0.283 0.483 15 0.719 Max -ve -1.393 -0.421 -0.128 -0.010 -0.322 -0.523 0.080 7S252512GA Max+ve 0.122 0.071 0.121 0.271 0.152 0.083 1019 Max -ve -0.122 -0.079 -0.104 -0.270 -0.068 -0.093 0.564 7S22522514GA Max -ve 1.205 1.659 0.157 0.178 0.271 0.372 0.132 AISC- HI -3 9 Max -ve -1.700 -1.659 -0.246 1 -0.179 -0.321 -0.356 TS22522514 TS22522514 TYPCHANNEL Max+ve 1 0.997 1 0.069 1 0.0031 0.000 0.0040.109 0.566 0.845 Max ve -0.798 -0.076 -0.003 -2 -0.004 -0.086 0.719 TS202014GA Max +ve 0.502 0.028 0.000 0.000 0.012 0.039 1.000 0.190 AISC- H2.1 Max -ve 1 -0.288 1 -0.000 -0.000 -0.000 -0.015 -0.052 1024 Sollvare Ilcenee4 m Job NO IS 08-036-0444 VM -IN SO 6/ 10 Rev Jabnue 12'29 9' REGULAR MODEL Ref By N.A.M. 007°28 -Jul -08 pi0 O.A. c"mt USA STEEL BUILING, JEROME MOSKAL Flet Carport 12' 26' 9'.std I D8Wnr. 29 -Jul -2008 08:53 Utilization Ratio Beam Analysis Design Property Property Actual Allowabl Ratio Ratio Ratio Clause (Act./Allow.) LIC I Ax (int) Iz (in4)(In) Ill Ix (in4) 1000 TS22522514 TS22522514 0.208 1.000 0.208 AISC- H2-1 22 0.719 0.564 0.564 0.845 1001 TS22522514 TS22522514 0.196 1.000 0.196 AISC- H2-1 22 0.719 0.564 0.564 0.845 1002 TS22522514 TS22522514 0.233 1.000 0.233 AISC- H1-3 10 0.719 0.564 0.564 0.845 1003 TS22522514 TS22522514 0.253 1.000 0.253 AISC- H2-1 22 0.719 0.564 0.564 0.845 1004 TS22522514 TS22522514 0.243 1.000 0.243 AISC- HI -3 10 0.719 0.564 0.564 0.845 1005 TS22522514 TS22522514 0.201 1.000 0.201 AISC- HI -3 10 0.719 0.564 0.564 0.845 1006 TS22522514 TS22522514 0.245 1.000 0.245 AISC- HI -3 10 0,719 0.564 0.564 0.845 1007 TS22522514 TS22522514 0.194 1.000 0.194 AISC- H2-1 22 0.719 0.564 0.564 0.845 1008 TS22522514 TS22522514 0.222 1.000 0.222 SHEAR -Y 9 0.719 0.564 0.564 0.845 1009 TS22522514 TS22522514 0.275 1.000 0.275 AISC- H2.1 22 0.719 0.564 0.564 0.845 1010 TS22522514 TS22522514 0.219 1.000 0.219 AISC- 1,12-1 22 0.719 0.564 0.564 0.845 1011 TS22522514 TS22522514 0.264 1.000 0.264 AISC- H2.1 22 0.719 0.564 0.564 0.845 1012 TS22522514 TS22522514 0.205 1.000 0.205 AISC- H2-1 22 0.719 0.564 0.564 0.845 1013 TS22522514 TS22522514 0.222 1.000 0.222 SHEAR -Y 9 0.719 0.564 0.564 0.845 1014 TS22522514 TS22522514 0.104 1.000 0.104 AISC- H2.1 14 0.719 0.564 0.564 0.845 1015 TS22522514 TS22522514 0.041 1.000 0.041 AISC-H2-1 17 0.719 0.564 0.564 0.845 1016 TS22522514 TS22522514 0.181 1.000 0.181 AISC- H2-1 9 0.719 0.564 0.564 0.845 1017 TS22522514 TS22522514 0.190 1.000 0.190 AISC- H2-1 15 0.719 0.564 0.564 0.845 1018 TS22522514 TS22522514 0.080 1.000 0.080 AISC- 1-12-1 9 0.719 0.564 0.564 0.845 1019 TS22522514 TS22522514 0.225 1.000 0.225 AISC- 1-12-1 15 0.719 0.564 0.564 0.845 1020 TS22522514 TS22522514 0.132 1.000 0.132 AISC- HI -3 9 0.719 0.564 0.564 0.845 1021 TS22522514 TS22522514 0.225 1.000 0.225 1 AISC- H2-1 15 0.719 - 0.564 0.566 0.845 1022 TS22522514 TS22522514 0.134 1.000 0.134 AISC- H1-3 9 0.719 0.564 0.564 0.845 1023 TS22522514 TS22522514 0.190 1.000 0.190 AISC- H2.1 15 0.719 0.564 0.564 0.845 1024 TS22522514 TS22522514 0.076 1.000 0.076 AISC- H2.1 9 0.719 0.564 0.564 0.845 1025 TS22522514 TS22522514 0.040 1.000 0.040 AISC- H2-1 9 0.719 0.564 0.564 0.845 1026 TS22522514 TS22522514 0.080 1.000 0.080 AISC- H2.1 22 0.719 0.564 0.564 0.845 1027 TS22522514 TS22522514 0.154 1.000 0.154 AISC- H2-1 9 0.719 0.564 0.564 0.845 1028 TS22522514 TS22522514 0.040 1.000 0.040 AISC- H2-1 9 0.719 0.564 0.564 0.845 1029 TS22522514 TS22522514 0.181 1.000 0.181 AISC- H2-1 9 0.719 0.564 0.564 0.845 1030 TS22522514 TS22522514 0.100 1.000 0.100 AISC- H2-1 91 0.719 0.564 0.564 0.845 1031 TS22522514 TS22522514 0.100 1.000 0.100 AISC- 1-12-1 9 0.719 0.564 0.564 0.845 1032 TS22522514 TS22522514 0.090 1.000 0.090 AISC- 1-12-1 22 0.719 0.564 0.564 0.845 1033 TS22522514 TS22522514 0.041 1.000 0.041 AISC- 1-12-1 17 0.719 0.564 0.564 0.845 1034 TS22522514 TS22522514 0.154 1.000 0.154 AISC- H2-1 9 0.719 0.564 0.564 0.845 1035 TS22522514 TS22522514 0.145 •1.000 0.145 AISC- H11-3 22 0.719 0.564 0.564 0.845 1036 TS22522514 TS22522514 0.144 1.000 0.144 AISC-Ht-3 22 0.719 0.564 0.564 0.845 1037 TS22522514 TS22522514 0.109 1.000 0.109 AISC- H2-1 14 0.719 0.564 0.564 0.845 1038 TS22522514 TS22522514 0.239 1.000 0.239 AISC- H2-1 23 0.719 0.564 0.564 0.845 1030 TS22622614 TS22622614 0.218 1.000 0.218 AISC-H1-3 9 0.719 0.564 0.564 0.845 1040 TS22522514 TS22522514 0.265 1.000 0.265 AISC- H1-3 - 9 0.719 0.564 0.564 0.845 1041 TS22522514 TS22522514 0.263 1.000 ,0.263 AISC- H2-1 9 0.719 0.564 0.564 0.845 1042 TS22522514 TS22522514 0.265 1.000 0.265 AISC- 1,11-3 9 0.719 1 0.564 0.564 0.845 1043 7522522514 TS22522514 0.263 1.000 0.263 AISC- H2.1 9 0.719 0.564 0.564 0.845 1044 7522522514 TS22522514 0.235 1.000 0.235 AISC- H2.1 23 0.719 0.564 0.566 0.845 1045 TS22522514 TS22522514 0.216 1.000 0.216 AISC-H1-3 9 0.719 0.564 1 0.564 0.845 R1011,,WDmo: 20KIM00809:11 - STAAD.Pro for Windows 20.07.03.15 RIO R. 50 10 Frminrllsvxlo: zewrz0oe asst STAAD.Pro for Windows 20.07.03.15 Fent R.ea 10 1 aonYrmB 9coneoe b o -t m JOE No 08-036-0444 PM SEaor No SO 7 / 10 Rov JOEndo 12'2T 9 REGULAR MODEL JaE nno 12'2T 9' REGULAR MODEL Rd By N.A.M. Rd By N.A.M. D"28 -Jul -08 Gi° O.A. Ce4 O.A. pionl USA STEEL BUILING, JEROME MOSKAL aloin USA STEEL BUILING, JEROME MOSKAL Fib Carport 12'26 9'.sld Da'aRm'° 29 -Jul -200808:53 Utilization Ratio Cont... Utilization Ratio Cont... Beam Analysis Design Property Property Actual Allowabl Ratio I Ratio Ratio Clause Act./Allow.) LIC Ax (In) Iz Vr,) ly (in 4) Ix (m4) 1046 TS22522514 TS22522514 0.240 1.000 0.240 RISC- 1-12-1 24 0.719 1 0.564 0.564 1 0.845 1047 TS22522514 TS22522514 0.229 1.000 0.229 AISC- 1-11-3 9 0.719 0.564 0.564 1 0.845 1048 TS22522514 TS22522514 0.247 1.000 0.247 AISC- H2-1 24 0.719 0.564 0.564 0.845 1049 TS22522514 TS22522514 0.265 1.000 0.265 AISC- H1.3 9 0.719 0.564 0.564 0.845 1050 TS22522514 TS22522514 0.247 1.000 0.247 AISC- 1-12-1 24 0.719 0.564 0.564 0.845 1051 TS22522514 TS22522514 0.265 1.000 0.265 AISC- 1-11-3 9 0.719 0.564 0.564 0.845 1052 TS22522514 TS22522514 0.238 1.000 0.238 AISC- 1-12.1 24 0.719 0.564 0.564 0.845 1053 TS22522514 TS22522514 0.228 1.000 0.228 AISC- 1-17-3 9 0.719 0.564 0.564 0.845 1054 TS22522514 TS22522514 0.080 1.000 0.080 AISC- 1-12-1 9 0.719 0.564 0.564 0.845 1055 TS22522514 TS22522514 0.218 1.000 0.218 AISC- HI -3 9 0.719 0.564 0.564 0.845 1056 TS22522514 TS22522514 0.249 1.000 0.249 AISC-117-3 15 0.719 0.564 s. 0.564 0.845 1057 TS22522514 TS22522514 0.186 1.000 0.186 AISC- HI -3 24 0.719 0.564 0.564 0.845 1058 TS22522514 TS22522514 0.132 1.000 0.132 AISC- 1-11-3 9 0.719 0.564 0.564 0.845 1059 TS22522514 TS22522514 0.263 1.000 0.263 AISC-H2-1 9 0.719 0.564 0.564 0.845 1060 TS225225141 TS22522514 0.288 1.000 0.288 AISC- 1-11-3 15 0.719 0.564 0.564 0.845 1061 TS22522514 TS22522514 0.191 1.000 0.191 AISC- 1-113 24 0.719 0.564 0.564 0.845 1062 TS22522514 TS22522514 0.134 1.000 0.134 AISC- H1-3 9 0.719 0.564 0.560 0.845 1063 TS22522514 TS22522514 0.263 1.000 0.263 AISC- 1-12-1 9 0.719 0.564 0.564 0.845 1064 TS22522514 TS22522514 0.288 1.000 0.288 AISC- H7-3 15 0.719 0.564 0.564 0.845 1065 TS22522514 TS22522514 0.191 1.000 0.191 AISC- HI -3 24 0.719 0.564 0.564 0.845 1066 TS22522514 TS22522514 0.076 1.000 0.076 AISC- 1-12-1 9 0.719 0.564 0.564 0.845 1067 TS22522514 TS22522514 0.216 1.000 0.216 AISC-H7-3 9 0.719 0.564 0.564 0.845 1068 TS22522514 TS22522514 0.249 1.000 0.249 AISC-H1-3 15 0.719 0.564 0.564 0.845 1069 TS22522514 I TS22522514 0.185 1.000 0.185 AISC-H1-3 24 0.719 0.564 0.564 0.845 3012 TYPCHANN TYPCHANN 0.289 1.000 0.289 AISC-H1-3 15 0.360 0.330 0.033 0.001 3013 TYPCHANN TYPCHANN 0.268 1.000 0.268 AISC- 1-11-3 9 0.360 0.330 0.033 0.001 3014 TYPCHANN TYPCHANN 0.341 1.000 0.341 AISC-H1-3 9 0.360 0.330 0.033 0.001. 3015 TYPCHANN TYPCHANN 0.341 1.000 0.341 AISC-H1-3 .9 0.360 0.330 0.033 0.001 3016 TYPCHANN TYPCHANN 0.345 1.000 0.345 AISC- 1-11-3 9 0.360 0.330 0.033 0.001 3017 TYPCHANN TYPCHANN 0.279 1.000 0.279 AISC- H13 9 0.360 0.330 0.033 0.001 3018 TYPCHANN TYPCHANN 0.285 1.000 0.285 AISC- H1-3 11 0.360 0.330. 0.033 0.001 3019 TYPCHANN TYPCHANN 0.345 1.000 0.345 AISC- H1-3 9 0.360 0.330 0.033 0.001 4000 TS252514G, TS252514G, 0.102 1.000 0.102 AISC- 1-12-1 22 0.802 0.782 0.782 1.172 4001 TS252514G, TS252514G, 0.092 1.000 0.092 AISG 1-12-1 23 0.802 0.782 0.782 1.172 4002 TS252514G, TS252514G, 0.151 1.000 0.151 AISG Ht -3 23 0.802 0.782 0.782 1.172 4003 TS252514G, TS252514G, 0.152 1.000 0.152 AISC- HI -3 23 0.802 0.782 0.782 1.172 4004 TS252514G, TS252514G, 0.096 1.000 0.096 AISC- 1-12-1 23 0.802 0.782 0.782 1.172 4005 TS252514G, TS252514G, 0.126 1.000 0.126 AISC- 1-12-1 22 0.802 0.782 0.782 1.172 4006 TS252514G, TS252514G, 0.106 1.000 0.106 AISC- 1-12-1 22 0.802 0.782 0.782 1.172 4007 TS252514G, TS252514G, 0.096 1.000 0.096 AISC- H1 -3 13 0.802 0.782 0.782 1.172 4008 TS252514G, TS252514G, 0.094 1.000 0.094 AISC- 1-113 17 0.802 0.782 0.782 1.172 4009 TS252514G, TS252514G, 0.085 1.000 0.085 AISC- 1-12-1 12 .0.802 0.802 0.782 0.782 1.172 4010 TS252514G, TS252514G, 0.127 1.000 0.127 AISC- H2-1 12 0.802 - 0.782 0.782 1.172 4011 TS252514G, TS252514G, 0.127 1.000 0.127 AISC- H2-1 16 0.802 0.782 0.782 1.172 4012 TS252514G, TS252514G, 0.084 1.000 0.084 AISG H2-1 12 1 0.802 0.782 0.782 1.172 4013 TS252514G4 TS252514G, 0.092 1.000 0.092 AISC- H1-3 9 1 0.802 0.782 0.782 1.172 "� . SOMmo o -t m JOE No 08-036-0444 PON Slrool No SO 8 110 Rov JaE nno 12'2T 9' REGULAR MODEL Rd By N.A.M. Daa=28Ju1-08 Ce4 O.A. aloin USA STEEL BUILING, JEROME MOSKAL Fda Carport 12' 26 9'.std I DawThre 29 -Jul -2008 08:53 Utilization Ratio Cont... Beam Analysis Design Property Property Actual Allowabl Ratio Ratio Ratio Clause Act./Allow.) LIC Ax (int) Iz (in') ly (in') Ix (in 4) 4014 TS252514G, TS252514G, 0.060 1.000 0.060 AISC- H1-3 9 0.802 0.782 0.782 1 1.172 4015 TS252514G, TS252514G, 0.053 1.000 0.053 AISC- 1-11-3 9 0.802 0.782 0.782 1.172 4016 TS252514G, TS252514G, 0.049 1.000 0.049 AISC- 1-11-3 9 0.802 0.782 0.782 1.172 4017 TS252514G, TS252514G, 0.035 1.000 0.035 AISC- 1-11-3 9 0.802 0.782 0.782 1.172 4018 TS252514G, TS252514G, 0.064 1.000 0.064 AISC- H1-3 9 0.802 0.782 0.782 1.172 4019 TS252514G, TS252514G, 0.055 1.000 0.055 AISC-H7-3 9 0.802 0.782 0.782 1.172 4020 TS252514G, TS252514G, 0.047 1.000 0.047 AISC-H7-3 9 0.802 0.782 0.782 1.172 4021 TS252514G, TS252514G, 0.058 1.000 0.058 AISC-H2-1 22 0.802 0.782 0.782 1.172 4022 TS252514G, TS252514G, 0.159 1.000 0.159 AISC- 1-11-3 13 0.802 0.782 0.782 1.172 4023 TS252514G, TS252514G, 0.208 1.000 0.208 AISC- 1-11-3 13 0.802 0.782 0.782 1.172 4024 TS252514G, TS252514G, 0.207 1.000 0.207 AISC- H13 13 0.802 0.782 0.782 1.172 4025 TS252514G, TS252514G, 0.131 1.000 0.131 AISC- 1-11-3 13 0.802 0.782 0.782 1.172 4026 TS252514G, TS252514G, 0.119 1.000 0.119 AISC- H2-1 22 0.802 0.782 0.782 1.172 4027 TS252514G, TS252514G, 0.060 1.000 0.060 AISC- H1-3 14 0.802 0.782 0.782 1.172 4028 TS252514G, TS252514G, 0.053 1.000 0.053 AISC-H7-3 9 0.802 0.782 0.782 1.172 4029 TS252514G, TS252514G, 0.049 1.000 0.049 1 AISC-Ht-3 9 0.802 0.782 0.782 1.172 4030 TS252514G, TS252514G, 0.035 1.000 0.035 AISC- H1.3 14 0.802 0.782 0.782 1.172 4031 TS252514G, TS252514G, 0.064 1.000 0.064 AISC- 1-11-3 9 0.802 0.782 0.782 1.172 4032 TS252514G, TS252514G, 0.055 1.000 0.055 AISC- 1-11-3 9 0.802 0.782 0.782 1.172 4033 TS252514G, TS252514G, 0.047 1.000 0.047 AISC- 1-11.3 9 0.802 0.782 0.782 1.172 4034 TS252514G, TS252514G, 0.051 1.000 0.051 AISC- 1-12-1 22 0.802 0.782 0.782 1.172 4035 TS252514G, TS252514G, 0.159 1.000 0.159 AISC- H1-3 13 0.802 0.782 0.782 1.172 4036 TS252514G, TS252514G, 0.208 1.000 0.208 AISC- HI -3 13 0.802 0.782 0.782 1.172 4037 TS252514G, TS252514G, 0.207 1.000 0.207 AISC-H7-3 13 0.802 0.782 0.782 1.172 4038 TS252514G, TS252514G, 0.131 1.000 0.131 AISC- H1-3 13 0.802 0.782 0.782 1.172 4039 TS252514G, TS252514G, 0.116 1.000 0.116 AISC- 1-11-3 171 0.802 0.782 0.782 1.172 4040 TS252514G, TS252514G, 0.255 1.000 0.255 AISC- 1-11-3 9 0.802 0.782 0.782 1.172 4041 TS252514G, TS252514G, 0.332 1.000 0.332 AISC- 1-11-3 9 0.802 0.782 0.782 1.172 4042 TS252514G, TS252514G, 0.333 1.000 0.333 AISC- 1-11-3 9 0.802 0.782 0.782 1.172 4043 TS252514G, TS252514G, 0.259 1.000 0.259 AISC- 1-11-3 9 0.802 0.782 0.782 1.172 4044 TS252514G, TS252514G, 0.282 1.000 0.282 AISC- H2-1 23 0.802 0.782 0.782 1.172 4045 TS252514G, TS252514G, 0.308 1.000 0.308 AISC- 1-11-3 23 0.802 0.782 0.782 1.172 4046 TS252514G, TS252514G, 0.307 1.000 0.307 AISC- Hi -3 23 0.802 0.782 0.782 1.172 4047 TS252514G, TS252514G, 0.281 1.000 0.281 AISC- 1-12-1 23 0.802 0.782 0.782 1.172 4048 TS252514G, TS252514G, 0.296 1.000 0.296 AISC- H2-1 23 0.802 0.782 0.782 1.172 4049 TS252514G, TS252514G, 0.334 1.000 0.334 AISC, HI -3 23 0.802 0.782 0.782 1.172 4050 TS252514G, TS252514G, 0.335 1.000 0.335 AISC- 1-17-3 23 0.802 0.782 0.782 1.172 4051 TS252514G, TS252514G, 0.296 1.000 0.296 AISC- H1-3 23 0.802 0.782 0.782 1.172 4052 TS252514G, TS252514G, 0.271 1.000 0.271 AISC- 1-12-1 23 0.802 0.782 0.782 1.172 4053 TS252514G, TS252514G, 0.318 1.000 0.318 AISC- 1-11-3 23 0.802 1 0.782 0.782 1.172 4054 TS252514G, TS252514G, 0.318 1.000 0.318 AISC- H1.3 " 23 0.802 0.782 0.782 1.172 4055 TS252514G, TS252514G, 0.271 1 1.000 0.271 AISC- 1-12.1 23 0.802 0.782 0.782 1.172 4056 TS252514G, TS252514G, 0.255 1.000 0.255 AISC- HI -3 9 0.802 0.782 0.782 1.172 4057 TS252514G, TS252514G, 0.332 1.000 0.332 AISC- H1-3 9 0.802 0.782 0.7821 1.172 4058 TS252514G, TS252514G, 0.333 i 1.000 0.333 AISC- HI -3 9 0.802 0.782 0.782 1.172 4059 1 TS252514G, TS252514G, 0.259 1.000 0.259 AISC- HI -3 9 0.802 0.762 0.782 1.172 NW nmmDMo: 2907Mse 09:11 STAAD.Pro for Windows 20.07.03.15 RIM Rin 7 or 10 RIM n-DMo: 29mrrz00e 09:11 STAAD.Pro for Windows 20.07.03.15 aim R- 8 0 10 �+/+�' Sollwaro Ilcanm0 b Job No 08-036-0444 Pell Slloel NoR- SO 9 / 10 ao. Job nue 12'29 9 REGULAR MODEL Rar By N.A.M. ea'a28-Jul-08 C^° O.A. p�aa' USA STEEL BUILING, JEROME MOSKAL I Foo Carport 12'26 9'.std I oelarnne 29-Ju42008 08:53 Utilization Ratio Cont... Beam Analysis Design Property Property Actual Allowabl Ratio I Ratio Ratio Clause Act./Allow.) L/C As pn7) It (in4) ly (in 4) Ix (in 4) 5026 TS252512G, TS252512G, 4060 TS252514G, TS252514G, 0.253 1.000 0.253 AISC-1-11-3 16 0.802 0.782 0.782 1.172 0.023 4061 TS252514G, TS252514G, 0.294 1.000 0.294 AISC- 1-11.3 16 0.802 0.782 0.782 1.172 1.000 4062 TS252514G, TS252514G, 0.296 1.000 0.296 AISC- 1-11.3 16 0.802 0.782 0.782 1.172 0.061 AISC- 1-12-1 4063 TS252514G, TS252514G, 0.258 1.000 0.258 AISC- H1-3 16 0.802 0.782 0.782 1.172 15 4064 TS252514G, TS252514G, 0.246 1.000 0.246 AISC- 1-12-1 16 0.802 0.782 0.782 1.172 0.636 4065 TS252514G, TS252514G, 0.298 1.000 0.298 AISC-H2-1 16 0.802 0.782 0.782 1.172 4066 TS252514G, TS252514G, 0.299 1.000 0.299 AISC- 1-12-1 16 0.802 0.782 0.782 1.172 4067 TS252514G, TS252514G, 0.249 1.000 0.249 AISC- 1-11-3 16 0.802 0.782 0.782 1.172 4068 TS252514G, TS252514G, 0.2201 1.000 0.220 AISC- H2-1 12 0.802 0.782 0.782 1.172 4069 TS252514G, TS252514G, 0.2701 1.000 0.270 AISC- H2.1 16 0.802 0.782 0.782 1.172 4070 TS252514G, TS252514G, 0.271 1 1.000 0.271 AISC- H2-1 16 0.802 0.782 0.782 1.172 4071 TS252514G, TS252514G, 0.220 1.000 0.220 AISC, H2-1 12 0.802 0.782 0.782 1.172 4072 TS252514G, TS252514G, 0.191 1.000 0.191 AISC-H2-1 15 0.802 0.782 0.782 1.172 4073 TS252514G, TS252514G, 0.182 1.000 0.182 AISC- 1-12-1 9 0.802 0.782 0.782 1.172 4074 TS252514G, TS252514G, 0.244 1.000 0.244 AISC- 1-12-1 9 0.802 0.782 0.782 1.172 4075 TS252514G, TS252514G, 0.244 1.000 0.244 AISC- 1-12-1 9 0.802 0.782 0.782 1.172 4076 TS252514G, TS252514G, 0.245 1.000 0.245 AISC- 1-12-1 9 0.802 0.782 0.782 1.172 4077 TS252514G, TS252514G, 0.245 1.000 0.245 AISC- 1-12-1 9 0.802 0.782 0.782 1.172 4078 TS252514G, TS252514G, 0.191 1.000 0.191 AISC- 1-12-1 15 0.802 0.782 0.782 1.172 4079 TS252514G, TS252514G, 0.185 1.000 0.185 AISC- 1-12-1 9 0.802 0.782 0.782 1.172 5000 TS252512G, TS252512G, 0.027 1.000 0.027 AISC- 1-12-1 25 1.042 0.995 0.995 1.490 5001 TS252512G, TS252512G, 0.093 1.000 0.093 AISC- H1-3 22 1.042 0.995 0.995 1.490 5002 TS252512G, TS252512G, 0.042 1.000 0.042 AISC- 1-11-3 14 1.042 0.995 0.995 1.490 5003 TS252512G, TS252512G, 0.034 1.000 0.034 AISC- H1.3 10 1.042 0.995 0.995 1.490 5004 TS252512G, TS252512G, 0.084 1.000 0.084 AISC- 1-11-3 10 1.042 0.995 0.995 1.490 5005 TS252512G, TS252512G, 0.029 1.000 0.029 AISC- H1-3 10 1.042 0.995 0.995 1.490 5006 TS252512G, TS252512G, 0.034 1.000 0.034 AISC-H1-3 22 1.042 0.995 0.995 1.490 5007 TS252512G, TS252512G, 0.033 1.000 0.033 AISC- 1-12-1 22 1.042 0.995 0.995 1.490 5008 TS252512G, TS252512G, 0.038 1.000 0.038 AISC- H2.1 22 1.042 0.995 0.995 1.490 5009 TS252512G, TS252512G, 0.045 1.000 0.045 AISC- H2-1 23 1.042 0.995 0.995 1.490 5010 TS252512G, TS252512G, 0.022 1.000 0.022 AISC- 1-11-3 12 1.042 0.995 0.995 1.490 5011 TS252512G, TS252512G, 0.023 1.000 0.023 AISC- 1-11-3 23 1.042 0.995 0.995 1.490 5012 TS252512G, TS252512G, 0.024 1.000 0.024 AISC- H1-3 23 1.042 0.995 0.995 1.490 5013 TS252512G, TS252512G, 0.020 1.000 0.020 AISC-117-3 24 1.042 0.995 0.995 1.490 5014 TS252512G, TS252512G, 0.056. 1.000 0.056 AISC- 1-17-3 10 1.042 0.995 0.995 1.490 5015 TS252512G, TS252512G. 0.022 1 1.000 0.022 AISC- H7-3 12 1.042 0.995 0.995 1.490 5016 TS252512G, TS252512G, 0.020 1.000 0.020 AISC- 1-12-1 16 1.042 0.995 0.995 1.490 5017 TS252512G, TS252512G, 0.019 1.000 0.019 AISC- H7-3 12 1.042 0.995 0.995 1.490 5018 TS252512G, TS252512G, 0.020 1.000 0.020 AISC- 1-11-3 24 1.042 0.995 0.995 1.490 --5019 TS252512G, TS252512G, 0.037 1.000 0.037 AISC-H2-1 10 1.042 0.995 0.995 1.490 5020 TS252512G, TS252512G, 0.024 1.000 0.024 AISC- 1-12-1 23 1.042 0.995 0.995 1.490 5021 TS252512G, TS252512G, 0.020 1.000 0.020 AISC- 1-12-1 23 1.042 0.995 0.995 1.490 5022 TS252512G, TS252512G, 0.023 1.000 0.023 AISC- 1-12-1 16 1.042 0.995 0.995 1.490 5023 TS252512G, TS252512G, 0.023 1.000 0.023 AISC- H2-1 - 12 1.042 0.995 0.995 1.490 5024 TS252512G, TS252512G, 0.022 . 1.000 0.022 AISC- 1-12-1 24 1.042 0.995 0.995 1.490 5025 TS252512G, I TS252512G, 1 0.0201 1.000 0.020 AISC- 1-12-1 12 1.042 0,995T 0.995 1.490 w aom ne I cenae0 m Job No 08-036-0444 Pmt meal No solo/10 ao. Jm nuo 12'29 9' REGULAR MODEL 11o1 9y N.A.M. oa' 28-JuF08 Ct0 O.A. Ca ' USA STEEL BUILING, JEROME MOSKAL Foo Carport 12'26 9'.std Da.ffk- 29 -Jul -2008 08:53 Utilization Ratio Cont... Beam Analysis Design Property Property Actual Allowabl Ratio Ratio Ratio Clause Act./Allow.) UC Ax (in?) lz (W) ly (i^) Ix (in') 5026 TS252512G, TS252512G, 0.023 1.000 0.023 AISC--K2-1 16 1.042 0.995 0.995 1.490 5027 TS252512G, TS252512G, 0.023 1.000 0.023 AISC- 1-12-1 12 1.042 0.995 0.995 1.490 6000 TS202014G, TS202014G, 0.057 1.000 0.057 AISC- Ht -3 16 0.6361 0.391 0.391 0.585 6001 TS202014G, TS202014G, 0.061 1.000 0.061 AISC- 1-12-1 15 0.636 0.391 0.391 0.585 6002 TS202014G, TS202014G, 0.061 1.000 0.061 AISC- 1-12-1 15 0.636 0.391 0.391 0.585 6003 TS202014G, TS202014G, 0.053 1.000 0.053 AISC- 1-12-1 23 0.636 0.391 0.391 0.585 Prim Time9 :291=200809:11 . • STAAD.Pro for Windows 20.07.03.15 RNI Run 9 o110 Pfi d `nn.D..: M 17/20 0 8 09:11 STAAD.Pm for Windows 20.07.03.15 Rlnl Rin 10x1 10 7N PRnPFRTIF_5 ymmuzn` " # KMATIVE±BENDING � '- " 5. ��POSITIYE tB ING1 � Pe ' Fy WBGHT 1-111 i'NSW , `Sxe, Maxo� Ixe, OSx h" tNaxo kCSI .. P..S , INA/FT. °m IN 3/Ff: #� _ : IOP.IPL i1# y1N 41FT:. IK3/Plz a. o .IUP IN: 29 60'. 0.63 0.0061' ''0.0173 0.6213 0.0102 0.0157' 0.5651 0.82 0.0083 0.0248' 0.8919 0`.0131 0"0205 0.7345 'Fyis:80.ksireduced to60ksiinaccordancewjththe200leditionoftheNorth, Am. erican'Spec/mica tion For Desigrj-o/-C,old-FormedSIee/- Structural 'Mom hers -A2.32. NOTES: 1., All calculations for -the properties of Imperial Rib® panels are calculated in accordancemith the 2001 edition of the North American Specification For Design of Cold -Formed Steel Structural'Members. . 2'. bie is -for deflection determination: 3: Sxe:is for Bending. 4. Maxo is allowable bending moment. 5. All values are.for the one foot of panel w idth. Gauge ALLOWABLE29 ••M LOADS IN POUNDS • -•• NZ wsOAD�TYP SPAN IN FEET '��? •�• sss SPAtd�&TYPE ., j' r a i20` 2'S 3z0 3 5 4 0� 4 5 0 SINUYE Negative Wind Load 103.6.. ; 66.3 46.0 33:8 25.9 20.5: 16.6 a Live Load/Deflection :.94.2. 57.1,- 33.0: 20:8 13.9 9.8 7:1 2S 1 Negative Wind Load 94:2 60.3 41.9 30:8 ' 23:5 18.6 15.1 5• Live Load/Deflection 90.6 58.8 41.1. 30.4 23.3,'. 18.5 15.0 3SPAN,. Negative Wind Load 117,7 75.3 52.3 38.4 29.4 23.3 18.8 y A� Live Load/Deflection 111.5 72.7". 51,0 37.7 26.3 18.5 13:5. A SPANP Negative Wind Load 109.9 1 70.4' 48.9.: ;35.9 `: 27.5 21:.7' 17.6 2t Live Load/Deflection .. 104.7 68:1 47.8 1, '35:3 27.1. 19.6 26 Gauge ALLOWABLE UNIFORM LOAM IN POUNDS PER SQUARE FOOT f t.,�y�.� ` SPANTYPE . w;% DXYP r fi t..2Q� t Z 5 �,3 Negative Wind Load 148.7. 95.1 66.1 48.5'. 37.2 29.4 23.8.: Live Load/Deflection 122.4: .73.3 42:4. 26':7 17.9 12.6' 92! Negative Wind Load' 122.4 78.3 54:4 40.0 30.6: 24.2 19.6 Live Load/Deflection 1;17.8,,, 76.4 53.5 89.5 30.3:. 24.0 19.5 3SPAN s Negative Wind Load 153.0 .97.9 68.0 50.0 38.3 . 302. 24.5 _ Live Load/Defiection 144.9 94.5 66.3 491: 33.8 237. 17.3'" • `' Negative Wind Load 142.9 91.4 63.5 46.7 ' 35.7 , 28:2 22,9 4 SPAN - Live LoadlDeflectlon 136"1 88.6 62:1 45:9 35:3 25:2 183 NOTES: I. Allowable loads are based on uniform span lengths and Fy = 60ksi., 2. 1VE LOAD is: limited by bending, shear; corrbined shear &'bending, or w eb crippling. 3: NBC ATIVEWIND LOAD does, not contain a 33.333% Increase and does not consider fastener.pullout or pullover: 4. Above loads, consider a maximum deflection ratio of L/180:. 5: The weight of the panel has not been'd6ducted from the;allowable; loads. 6. The use of any accessories other than those provided by the manufacturer may damage panels, void at warranties. and will void all engineering data. 7: This material s subject;to ctiange w ithou t notice: 8. See www.americaobuiidingcomponents.com for most current information. " The Engineering data contained herein is for the expressed use of customers and design professionals. Along with this, data; it is redo mended that the design professional have'a copy of the most current version of the North American.Spec(I/cat Ion for theDesigno1:Cold<FormedSteel Structural Memlie�s.Oublish6dbyth6Americanlrofiarid. Steellnstituto to facilitate design. This Specification contains the designcriteriaforcold4ormedsteel components: Along with ,the,Specification,the.designershould referencethe., most current 'building code applicable iothe project jobsiteinorder todetermiheehvironmentalloads..Iffurther information orguidance regardmgcold-formeddesignpraciicesisdesired; ' pleasecontact the manufacturer. , PAGE TF" -4 FOR THE MOST CURRENT INFORMATION SUBJECT TO CHANGE WITHOUT NOTICE. VISIT. www.abcmetalroofing,co.m EFFECTIVE DATE APRIL 10; 2006 R INSTALLATION TORQUE VS. ANCHOR CAPACITY. Holding. strength related to installing torque The 'idea that the amount of torsional force required to install a foundation anchor relates to the ultimate capacity of the foundation in tension or compression has long been promoted by A.B. Chance. Precise definition of the relationship for all possible variables remains to be achieved. However, simple empirical relationships have been used for a number of . years. Recommended reading on. the subject is in the paper "Uplift Capacity of Helical Anchors in Soil", by R.M. Hoyt and S.P. Clemence (Bulletin 2- 9001). It gives the formula for the torque/anchor capacity as: Qu=. KtxT where Q„ = ultimate uplift capacity [lb. (kN)] 'Kt = empirical torque factor [ft. -I (m -t)] T = . average installation torque [ft.-lb..(kN-m)] The value of Kt may. range from 3 to 20 ft. -1 (10 to 66_m-1), depending on soil conditions and anchor design (principally the shaft size). For Type. SS foundation anchors;, it typically ranges from 10 to 12. (33 to 39) with 10 (33) being the recommended default value. For' Type HS foundation anchors, the recommended default value is 7 (23).. The same values of Kt are used for both tension and compression loading. Torque monitoring tools are available from Chance. Their use provides a good method of production. Control during installation. Type SS HELICAL PIER® Foundation Systems Type SS HELICAL. PIER® Foundation Systems Installation Torque vs. N -Value Installation Torque vs..N=Value in Sand in Clay Figure 2 Figure,3 a� m 0 0 o �\ \ o iB \ Increasing Depth is c sn N -Value N -Value Figures. 2 and 3 show graphs depicting how installation torque varies with respect to SPT results (N -values per ASTM D-1586) indicating the in-situ soil strength. Figure 2 shows the relationship between installation torque and N -values for sands. The envelope of curves depicts increasing torque for a given N value with increasing depth. Water table position directly affects installation torque and ultimate capacity by causing a reduction in the effective unit weight of the soil below the table. This in turn will cause a reduction in installation torque and ultimate capacity. For cohesive soil (Figure 3), a straight-line relationship is provided as soil strength or cohesion is the only factor affecting installation torque and ultimate capacity. 5 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION* OFFICE 4:(530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds PLEASE PRINT CLEARLY PERMIT NO. BIN # ITLf "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. - OWNER INFORMATION Last Name /vG , /SQL First ame 7 a /to Al Mailing Address �� Cit�AL65, A -Z U Stateo/4— Zip 51J PhoneS.3a �3a I � Fax Email v 1*i o s kA -L APPLICANT INFORMATION CONTRACTOR Name Address �Ua X Address Stater, City Phonep, � State Zip Phone Fax E-mail Lic. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name Address �Ua X Address Stater, City Phonep, � State Tip Phone Fax E-mail State License Number APPLICANT INFORMATION Name S Address �Ua X City /)�cg—.4o Stater, ZipqJ_�&/#,,_ Phonep, � Fax E-mail 'M o-S'ICA C SSB a G�i�$ /J J APPLICANT S/GNATU E A",X PROJECT LOCATION AP# 2 2"1 Property Address City 6).e0 WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than licensed 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: 2' x Rcros 0. Sq FT- Living Garage Open Cov Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning S FloodZone >L SRA Yes No Occ. Type Const: 60L Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buffecounty.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. n 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 o 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 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 thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing 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 required 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 -CLSB (2752) or by accessing thier website at www.CSLB.ca.gov. 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 UNTILL 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. I PERSONALLY PVA TO PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT. (jYES]OR NO) IOHAV 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. 1 PLAN TO PROVIDE PORTIONS OF THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE THE MAJOR WORK: NAME ADDRESS CITY PHONE CONTRACTORS LICENSE NO 5. I WILL PROVIDE SOME OF THE WORK BUT I HAVE CONTRACTED (HIRED) THE FOLLOWING PERSONS TO PROVIDE THE WORK INDICATED: NAME ADDRESS PHONE TYPE OF WORK Description: CARPORT (12'X 26'): PER BCE08-0067 Reference Number: B08-1528 Applicant Name: MOSKAL, JEROME Owner's Name: MOSKAL, JEROME AP # : 027-29 -027 Date: Signature of Property Owner: q Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 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, if the permit has not issued, but not after 180 days 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 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/codes/butteco/ "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B08-1528 Location: 3226 MACKINTOSH AVE Parcel Number: 027-290-027 Date: 08/05/2008 Owner Name: MOSKAL, JEROME Phone: (530) 532-1592 Description: CARPORT (12'X 26'): PER BCE08-0067 Signature of Applicant: Date: 08/05/2008 FILE Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B08-1528 Date: 08/05/2008 Location: 3226 MACKINTOSH AVE By: KCG Parcel Number: 027-290-027 Sub Type: Awninp-/Canopv/Carl Owner Name: MOSKAL, JEROME Phone: (530) 532-1592 Description: CARPORT (12'X 26'): PER BCE08-0067 By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: Title: FILE Date: 08/05/2008 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION(IVR)#: (530) 538-4365 OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 3226 MACKINTOSH AVE Owner: Permit No: B08-0805 APN: 027-290-027 MOSKAL, JEROME Issued Date: 05/21/2008 By KEJ Permit type: MISCELLANEOUS PO BOX 887 Subtype: Awning/Canopy/Carpt PALERMO, CA 95968 Expiration Date: 05/21/2009 Description: AWNING 902 SQ.FT. PER BCE08-00 (530) 532-1592 Occupancy: Zoning: A5 0( Contractor Applicant: Square Footage: MOSKAL, JEROME Building Garage Remd]/Addn PO BOX 887 PALERMO, CA 95968 Other Porch/Patio Total (530)532-1592 903 903 FEE INFORMATION DBEH Building Review Fee $78.90 DBMSC Awning/Canopy/Carport $421.93 DBSMIP Residential $1.44 Total Charged: $502.27 Fees Paid: $502.27 Balance Due: $0.00 Receipt No: B7201 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 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 05/21/2008 the applicant to a civil penalty of not more than five hundred dollars ($500]; Please check one of the following: Contractor's Signature Date I%1 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.). 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 Professions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractors License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors License Law.). Carrier: Policy Number: Exp. Date: —one (This section nee mple not be corn if the permit is oror dollars($100) or less. ❑ I AM EXEMPT under Section B. & P.C. for this reason: ,--�, 11� I I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS L�J 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 �r4i(iG% 05/21/2008 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those ws Signature Date provisions. X 05/21/2008 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 at 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 HUNDRED THOUSAND DOLLARS $100,000, IN ADDITION TO THE COST OF COMPENSATION, ( ) injury, including death, and property damage caused arising out of, or in any way connected with 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. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the props owner or am a4oliized to act on the property owners behalf. A/ 14,, a G 05/21/2008 CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for me of Pe IGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) @-Owner 1:1 Contractor OR; DAgent for Owner Agent for Contractor FILE COPY Lenders Address City State Zip T Y Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 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 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 thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing 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 required 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 -CLSB (2752) or by accessing thier website at www.CSLB.ca.gov. 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 UNTILL 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 PO PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT. ( OR NO) 2. I /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 I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE THE MAJOR WORK: NAME ADDRESS PHONE CONTRACTORS LICENSE CITY 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: AWNING 902 SQ.FT. PER BCE08-0067 Reference Number: B08-0805 Applicant Name: MOSKAL, JEROME1. Owner's Name: MOSKAL, JEROME / AP h L Signature of Property Owner: Date: 027-290-027 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION* 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 PERMIT NO. 3MADC BIN # "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. OWNER INFORMATION Last Name ,� /�S k� L Rrsgblame Mailing Address�O rJd City A/_&X v State C'�- Zip��.�d d/ Phone Fax E-mail G�,sFc�YoB�L,,vA..T APPLICANT INFORMATION CONTRACTOR Name City 7 zje a v Address Zip ��?l City Fax State Zip Phone Fax E-mail Lic. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City 7 zje a v Address Zip ��?l City Fax State Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Name Address 6:10. is o,;e ir City 7 zje a v Statee Zip ��?l es Fax E-mail APPLICANT SIGNATURE X PROJECT LOCATION AP# u 7 2 `� D �, o Property Address , City ota v rGL19 C4— WORKER'S 4 -- WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than licensed 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: L6fz_—" CJ- & V : /tom Sq FT- Living Garage Open CovG1D2 ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning Flood Zone SRA es - No Occ. Type Const. (;aI- #,5C)2_d'2,r7 I Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 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, if the permit has not issued, but not after 180 days 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 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/codes/butteco/ "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B08-0805 Location: 3226 MACKINTOSH AVE Parcel Number: 027-290-027 Owner Name: MOSKAL, JEROME Description: AWNING 902 SQ.FT. PER BCE08-0067 Date: 05/01/2008 Phone: (530) 532-1592 Signature of Applicant: Date: 05/01/2008 ;T Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds �J�i/ S tic National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B08-0805 Date: 05/01/2008 Location: 3226 MACKINTOSH AVE By: TMP Parcel Number: 027-290-027 Owner Name: MOSKAL, JEROME Description: AWNING 902 SQ.FT. PER BCE08-0067 Sub Type: Awninp-/Canopv/Carl Phone: (530) 532-1592 By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: Title: pa/ /u j�,tz- FILE Date: 05/01/2008 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 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 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 perforin their work personally or through thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing 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 required 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 I-800-321 -CLSB (2752) or by accessing thier website at www.CSLB.ca.gov. 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 UNTILL 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 PERSONALLYO PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMEN (YES R NO) 2. I63fHAVE 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 THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE THE MAJOR WORK: NAME ADDRESS PHONE CITY 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: AWNING 902 SQ.FT. PER BCE08-0067 Reference Number: B08-0805 Applicant Name: MOSKAL, JEROME Owner's Name: MOSKAL, JEROME AP h Signature of Property Owner: Date: :027-290-0 .•i �T 1 6" X 8" Header on top of 6" X 6" columns Each side of the awning House 12' 8' 9' 14' 16' ■ �i �' � 6Kp i7F Each 6" X 6" Column in anchor 24" X 24" footing 24" deep • - Z v w -V Yui . � 62' �e G.tia�v Si Tom. 6" X 6" Column in anchor X 8" Header on top of 6" X 6" columns ich side of the awning •v 12 '/z'1/al.�S SES �FJ7irc/�G� Top view showing column & header positions4 o� fjS "NV/ r. �str, o C'o✓E�. BUTTE COUNTY _ a/ BUILDING DIVISION., n®®0^110M 5 1 IglOR Qty Item . . '' -size Description Moskal 15 Columns 6" X 6" 3226 Mackintosh Ave. 144' Header 6" X 8's 60' on each side & 2,C -on -Ends Oroville, Ca 95966 .^ t 12 1/2' ap 16' 62' Top view showing foists attached to header BUTTE COUNTY UILDING DIVISION Moskal APPROWED 3226 Mackintosh Ave. Oroville, Ca 95966 2" X 6" X 20' Joists Mounted 24" on center Qty Item Size Description 23 Joists 2" X 6" X 14' 24" on center 10 Joists 2" X 6" X 20' 24" on center 1Roof Shingles & paper over 5/8" plywood Si( SOL i Moskal 3226 Mackintosh Ave. Oroville, Ca 95966 X12 PI?6 VED �r l ane H O U S E q�'nin9 Roof �;ne 6" X 8" Header House Wall 6" X 6" Column Moskal 3226 Mackintosh Ave. Oroville, Ca 95966 14' �x Side View North Side of Awnin_g 4: 12' Moskal 3226 Mackintosh Ave. Oroville, Ca 95966 South Side of Awning Department of Development Services Building Division. 7 County Center Drive Qroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX KNEE BRACE DETAILS APPROVED POST CAPS DETAIL APPROVED POST CAPS M M 4x4KNEE J\\ BRACE) SEE PLANS FOR SIZE 2-WxSor LAGS . (SEE DETAIL'n DETAIL "C" LACE iEND 2-166 TOE NAILS OR M.fM ANE CLIPS (W HM WWD AREAS)• 4x4iWff /^ 4 xx.6- 2-12x7oLAGS (SEE DETAIL"F) 4x10BEAM DETAIL "B" r n 'L. AGS M EBRACE' '--5 - 8d NAILS EACH END DETAIL "D" r, a �s T- 12 Y2' House 12' 8' 9' 14' 16' A 6" X 8" Header on top of 6" X 6" columns Each 6" X 6" Column in anchor Each side of the awning 24" X 24" footing 24" deep 6" X 8" Header on top of 6" X 6" columns Each side of the awning I Patio 12'2' lag 6" X 6" Column in anchor , 62' eg "V g 0 5 Top view showing column & header positions .S IlAt /Od BUTTE COUNTY ;%IJILDIN'C DIVISION �, �a 600 Moskal 3226 Mackintosh Ave. Oroville, Ca 95966 -APPROVED Qty Item Size I Description 15 Columns 6" X 6" 144' Header 6" X 8" 60' on each side & 24' on Ends 12 1/2' Top view showing ioists attached to header Moskal 3226 Mackintosh Ave. Oroville, Ca 95966 2" X 6" X 20' Joists Mounted 24" on center Qty Item Size Description 23 Joists 2" X 6" X 14' 24" on center 10 Joists 2" X 6" X 20' 24" on center 1 Roof Shingles & paper over 5/8" plywood Si( Sou Moskal 3226 Mackintosh Ave. Oroville, Ca 95966 • .1 H O U S E House Wall Moskal 3226 Mackintosh Ave. Oroville, Ca 95966 14' Side View. ' North Side of Awning lb 12' Moskal South Side of Awning 3226 Mackintosh Ave. Oroville, Ca 95966 :q AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION' 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2005-0032088 Recorded I REC FEE 10.E Official yyRecords I Countte f COPIES 2.50 CRMNCE J. GRUBBS I County Clerk-Recorderl I I MP 09:52AM 06 -Jun -2!!085 I Page 1 of 2 tt AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this. property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Z it Date 7 Zaos'' TY OWNERS: State of Cali rnia �) Countye of Ai�, (� ) On %�/!Q�(/ T o��� before me, i-(� Am (Jc ki u.A 1 IVV Ndk personally appearedA �J=fflf MDaka y T. 21personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name( ar subscribed to the within instrument and acknowledged to me that -h the executed the same itr ' the' authorized capacity(ies), and that by ei ignature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS mand and Icial se 7 Signature f� . Seal: ANNA MC MILLIN Commiasion it 13M90 Z Notary Public - California S; A.P. # a 90-0-)--7 Riverside County C0rnm. Egres Jul28, 2006 A 339,21,110 yfafol S to I 33fiq I aUs-rd-a rw-:m 'frurL) 0 04/28/2005 14:39 FAX 530 899 9531 ` FIDELITY NATIONAL TITLE 0007/007 r 1 0ibit "A° Regi Property in ft unincorporated area of the County of Butte, State of Cailfomla, described as follows: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, BEING A PORTION OF SECTION 22, TOWNSHIP 18 NORTH, RANGE 4 EAST, M.D.5. & M., WHICH PARCEL MAP WAS RECORDED IN THE OFFICE OF 11dE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 18, 1980, IN BOOK 79 OF MAPS, AT PAGE(S) 86. EXCEPTING THEREFROM ALL THAT PORTION OF SAID PARCEL 1 LYING WrTHIN THE FOLLOWING DESCRIBED LAND: BEGINNING AT THE NORTHEAST CORNER OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, BEING A PORTION OF SECTION 22, TOWNSHIP 18 NORTH, RANGE 4 EAST, M.D.B. & M., WHICH PARCEL MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE - OF CALIFORNIA, ON NOVEMBER 18, 1980, IN BOOK 79 -OF MAPS, AT PAGE(S) 86, THENCE NORTH s9 DEG. 58'53" WEST 10.89 FEET, THENCE SOUTH 1 DEG. 36' 19" WEST ¢59.29 FEET, THENCE SOUTH 89 DEG. 53' 44' EAST 14.24 FEET, THENCE NORTH 1 DEG. 18'49- EAST 659.23 FEEL' TO THE TRUE POINT OF BEGINNING. PARCEL HEREIN IS PURSUANT TO A WAIVER OF A PARCEL MAP, APPROVED BY THE COUNTY OF BUTTE, RECORDED ]UNE 3, 1981, BOOK 2628, PAGE 124. APN: 027-290-027.000 Description: Butta,C$ Doaubiant-Year.Do= 2005.14132 Pago: 3 of 3 order: — coammnt: 04/28/05 THU 14:38 (T%/RX NO 75671 Z007 STATE OF CALIFORNIA NUMBER: BUSINESS. TRANSPORTATION AND HOUSING AGENCY " . DEPARTMENT OF HOUSING AND COMMUNITY OEVELOPMENT wavi DISION OF CODES AND STANDARDSO j �j JMANUFACTURED HOUSING PROGRAM Q / G MANUFACTURER CERTIFICATE OF ORIGIN Cl CHECK IF THIS IS A DUPLICATE MCO -ENTER ORIGINAL MCO NO• MAN F Q H M R M T. T MAN T Q N N ^� XxX ((--� NUMBER OF IJ SFD (SINGLE FAMILY DWELLING) ❑ MUMH (MULTI -UNIT MANUFACTURED HOUSING TRANSPORTABLE SECTIONS 2 yQMMERCIAL. COACH: OCCUPANCY GRpUP MANUFACTURER NAME: FLEETWOOD HOMES OF CALIFORNIA, INC. MANUFACTURER LICENSE NUMBER 9534 MAMWAS LUWBW, SAVE SUGGESTED RETAIL PRICE: PO Box 13oe WOODLAND ,"• CA 95776 Slee( C. State(Zip) MANUFACTURER TRADE NAME. MODEL NAME AND/OR NUMBER: GATE OF MANUFACTURE WATERFORD DBA: FLEETWOOD HOMES OF OROVILLE 2243 FEATHER RIVER FLEETWOOD RETAIL CORP =H0178�690$ SERVICES 10700 NORTH FREEWAY, SUITE 900 SECTION MANUFACTURER SERIAL NUMBER 1 r, 1 CAFL517A28663-WA13 2 CAFL517B28663-WA13 TRANSPORTER NAME; BENNETT TRUCK TRANSPORT, INC. Tl"ffT5ffi%lAL PARKWAY P.O. Box 569 (Suee1 DESTINATION FOR UNIT DESCRIBED ABOVE: 4604B 2006 07/05/2005 ERRED TO). CALIF. DEALER NUMBER OR CALIFORNIA TRANSFEREE DESIGNATION; DATE OF TRANSFER: 1061501 07/08/2005 OROVILLE CA 9596S Ci Stele Zi HOUSTON TX 77037 - _ (City) (Stale) fZIP) MCD INSIGNIA OR HUD LABEL NUMBER LCNGTH WIDTH WEIGHT INCHES INCHES (POUNDS) PFS0908807 772 160 28,760 PFS0900808 772 160 25,58 MCODNOUCH GA 30253 I cants wmee 0 -aft of Pf" wrier an law of Ane SLAB at Cvowrm NB1 LSD ebo.a lana am w,e eno Gmem. Erawlee an 07/05/2005 WOODLAND YoLO CA B1 (Dale) .' f C�1') (Caunryl (Stahl / �riy ,• SIGNATURE OF AUTHORIZED AGENT: l . ' J� r' --- "-• "^ - Q3TRIBUTION: ORIGINAL (PINK) FORWARD Til ti14E INVENTORY CREDITOR. UNLESS THERE IS NONE. THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE) COPY 1 (WHITE) FORWARD TO THE DEPARTMENT AT P 0 BOX 1928. SACRAMENTO, CA 95812-1528. WITHIN FIVE (5) DAYS OF RELEASE. COPY 2 (YELLOW) DELIVER TO TW TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. COPY 3 (6011.06NR00) TO BE RETAINED BY TWE MANUFACTURER. HCD 483.0 -Side 1 .(7/07) Z00/Z00[n Ala03 MIN �+-+- JIlV3 31IIAOHO AIOQ3M WC US OCS XVJ 6S:TT alll SO/ST/80 I UG) 0 qW „ Fleeiwood Homes reserves the right to change colors, prices, specifications, models, dimensions and materials without notice. Rendering and diagrams are meant to be representative and, in keeping with Fleetwood's policy of constant updating and improvement, may vary from the actual home. All dimensions are nominal and approximated. Square footage is measured from exterior wall to exterior wall, and is an approximate figure. Length indicated in floorplans is floor length only. The length of the hitch is not included. (Add four feet to arrive at transportable length.) Ask your retailer for specifics. PRICES AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. k VO/31/OCT04 0 0 J L,■//...... MEN �o iiiiiiCiiiiiiii■iiiii■iiwiuuuu■u■ �+ /R USERS BZLj • C.y .I/ ■/■■■t■■■■■■■■■■■■■■/■//■■■I■ ■■■■■■■■■■//■//■//■//■R •rl■■■//■//■//■//■ ■■ ' .� I ■■■■■■■uZ--"11 ■ ■■■■■■ ■ I Z LU d~ • ::: UMMMOArH :: it ■ :i:ii: ■ • ■■■■■■■■■■■■■■/■■/■/I ■■■m■■■■■■■MOMsommommossee M 04 VININ BEDROOM AREA la-21XIZ-101 91-4'X 13'-T no•m r111MASTER - uerurUMEN LIVING '/I I'/I i ■ CLOSEr r r.ucu■ r'II JZ -10' r'II _ . . ■��r ■.■■■■■_ G _ tPORCH –absir—CLosrr I UG) 0 qW „ Fleeiwood Homes reserves the right to change colors, prices, specifications, models, dimensions and materials without notice. Rendering and diagrams are meant to be representative and, in keeping with Fleetwood's policy of constant updating and improvement, may vary from the actual home. All dimensions are nominal and approximated. Square footage is measured from exterior wall to exterior wall, and is an approximate figure. Length indicated in floorplans is floor length only. The length of the hitch is not included. (Add four feet to arrive at transportable length.) Ask your retailer for specifics. PRICES AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. k VO/31/OCT04 0 0 �o �+ L BZLj N C.y C) I Z LU d~ I UG) 0 qW „ Fleeiwood Homes reserves the right to change colors, prices, specifications, models, dimensions and materials without notice. Rendering and diagrams are meant to be representative and, in keeping with Fleetwood's policy of constant updating and improvement, may vary from the actual home. All dimensions are nominal and approximated. Square footage is measured from exterior wall to exterior wall, and is an approximate figure. Length indicated in floorplans is floor length only. The length of the hitch is not included. (Add four feet to arrive at transportable length.) Ask your retailer for specifics. PRICES AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. k VO/31/OCT04 0 0 Exterior • Fiber cement siding built to resist weather damage • 2" x 6" exterior wall construction provides a sturdy frame • Transverse floors with 2" x 6" floor joists for better support • Class "A fire -rated, dimensional shingle roof for long-lasting, low maintenance performance • Vented roof cavity allows hot air and condensation to exhaust for improved energy efficiency • Inswing front entry door with deadbolt, for your family's safety Inswing rear door with deadbolt and window add natural light Low -E coated dual paned vinyl framed windows for better energy efficiency • Porch lights at front and rear entries for your safety Interior • 'b" drywall tape and texture in all areas (including closets) adds style to your interior • Rounded sheet rock comers in living areas soften your decor • Standard 25 oz. carpet in all living and bedroom areas for high performance and low maintenance - 100% nylon to prevent fuzzing and shedding - Multi -colored dye technique minimizes tracking and spotting - Treated with StainTech' for easy cleaning • Glass ceiling fixtures brighten your home's interior • Vaulted ceiling throughout provides an open look and feel • White lined overhead cabinets for easy maintenance •Solid wood cabinets add quality and natural beauty to your kitchen and bathrooms • Metal mini -blinds for your privacy • Hollow core closet doors are durable and provide convenient access • Waterfall style door trim throughout • Upgraded rebond carpet pad extends the life of your carpet Baths • Easy -care laminate countertop with hand laid, 4" ceramic tile backsplash provides attractive color accent • Guest bath has a one-piece 60" fiberglass tub/shower comfortable molded design and easy maintenance • Ceiling exhaust fan provides extra ventilation in each bath • Bank of three drawers in the master bath for handy storage • Extra large vanity mirrors with Hollywood lights in both bathrooms provide an expansive viewing area • Single lever faucet is simple to maneuver and service Kitchen • Whirlpool® appliances provide confidence and hassle -free service - Smooth top electric range - Dishwasher - 19.8 cu. ft side-by-side refrigerator with water and ice • Adjustable kitchen overhead cabinet shelves create storage flexibility • Drawers over cabinet doors for extra convenient storage in the kitchen area • Deep stainless steel sink and single lever faucet with sprayer are handy when preparing meals • Congoleum® no -wax, vinyl flooring for easy care • Elegant crown molding provides a finishing touch to overhead cabinets • Choice selection of 4" ceramic tile backsplash provides attractive color accent • Tile self -edge provides a finished look • Recessed can lights are spaced to provide even lighting Fleetwood Homes reserves the right to change colors, prices, specifications, models, dimensions and materials without notice. Rendering and diagrams are meant to be representative and, in keeping with Fleetwood's policy of constant updating and improvement, may vary from the actual home. All dimensions are nominal and approximated. Square footage is measured from exterior wall to exterior wall, and is an approximate figure. Length indicated in floorplans is floor length only. The length of the hitch is not included. (Add four feet to arrive at transportable length.) Ask. your retailer for specifics. PRICES AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. O02003. Fleetwood Enteipdses, Inc. Utility, Safety and Energy Features • Shut-off valves at all plumbing fixtures for your convenience • Overhead utility shelf for added storage space • Super Good Cents insulation package saves on energy bills and makes your home more comfortable • 50 gallon electric water heater is efficient and requires low maintenance • Coleman® electric furnace provides name brand confidence and hassle -free service • Plumb/wire for washer and dryer provides convenient hook up Optional Features • Garbage disposal for quick and easy kitchen clean-up • Skylights of various sizes brighten any room • Refrigerator and range upgrades meet your culinary needs • Deluxe carpet selections for increased performance and beauty • Ceiling fan circulates air for a "spring breeze" feeling all year long • Overhead utility cabinets_ expand your storage space • Recessed fluorescent lights give your kitchen a contemporary look • Sliding glass exterior door welcomes more natural light into your home • California gas package includes: 40 gallon gas water heater, gas range and gas furnace • Recessed medicine cabinet provides convenient storage space in each bath �'FLEE7'WOiD� FLEETWOOD HOMES of WASHINGTON, INC. a subsidiary of Fleetwood Enterprises, Inc. 211 5th Street Woodland, WA 98674 (360) 225-9461 'A V0/31/0CT:•i 1 .f' E.H. USE ONLY Plot Plan Aatachod Roar Plan Attachad Sant In 8.0. _GV1, TO: Building Department _ FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private W II Clearance for welling. Other / .�1-u»t�c�l•c� Gc� e--TA nmental Health ecialist Date 8/96 ROTES RESIDENTIAL X027-290-027 OS --1126 PERILIIT NO _' MOSKAL,.JEROME .# 322 W GR1ER AL'E' PALERMO I Cont: FLEETWOOD NEW PRE DET GARAGE f SPECS CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ,t JOB FINALED (Date) . • �� Signature CHECKED BY J=OK 0= Not OK = NotAppliwCle 9-1 RESIDENTIAL (Single & Duplex) . = Not Ready w Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Gmd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Gmd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s '17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection •19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fre Sprinkler, Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) .OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Meth Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI -AC. Wire Size/ /ga Cu or At 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or AI Insulated Neutral O Yes O No 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infittration-Walls-Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Meth. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 83. Following tnstldJDrive 0 Yes 0 No/Walks O Yes 0 No/Planters O Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Fumace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infittration-Walls-Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Meth. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 83. Following tnstldJDrive 0 Yes 0 No/Walks O Yes 0 No/Planters O Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: J=OK 0 = Not OK - =Not Applicable e = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /" L "ftJ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Date Date 1. Zoning Requirements -Setbacks -Easements Date 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water, MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water, MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date DECK54,CqVERS7CARPORT, GARA (Plans) OK except #'s 11XZonA Requirements-.Se:ha s;Easements 2 otings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Date Card B-1 ate Card B-1 Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 RECORDING REQUESTED BY: WHEN RECORDED MAIL TO: ' Butte County Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 42dzo) COPY of Document Recorded 16 -Sep -2005 2005-0056085 Has not been compared with original BUTTE COURTY COUKTY RECORDER NOTICE OF MANUFACTURED HOME (MOBILEHOME OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM THE ATTACHED DOCUMENT IS BEING RECORDED TO CORRECT AN ERROR IN THE UNIT DATE OF MANUFACTURE, MODEL NAME AND NUMBER, SERIAL NUMBER, LENGTH AND WIDTH, AND THE INSIGNIA/LABEL NUMBERS ON THE NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM, RECORDED ON SEPTEMBER 15, 2005 UNDER SERIAL NUMBER 2005-0055605 THIS PAGE ADDED TO PROVIDE ADEQUATE SPACE FOR RECORDING INFORMATION. RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. JEROME AND SHEREEI MOSKAL REAL PROPERTY OWNEMESSOR 3226 MACKINTOSH AVENUE MAILING ADDRESS PALERMO BUTTE CA 95966 CITY. COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT SAME CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME T CRY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 051125 530 538-7541 BUILDI T NO. TEL ONE NUMB)ER / �j /✓�1 I + C) SIGNATIJNOFALAGENCY OFFICIAL DATE NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. FLEETWOOD HOMES 2006 VOGUE 7604B MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMFINUMBER WAFL531AB/C18923V013 40 X 60 WAS0095423/24/25 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER 027_290_027 SEE ATTACHED 04/233',2.005 14:39 FAX 530 899 9531 FIDELITY NATIONAL TITLE a ' EYtliblt 'Ae ` Real property in the unincorporated area of the County of Butte, Stale of C al fornla, descrlbed as fellows; PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, BEING A PORTION OF SECTION 22„ TOWNSHIP X18 NORTH, RANGE 4 EgST, M.D.B. & M., WHICH PARCEL MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 18, 1980, IN BOOK 79 OF MAPS, AT PAGE(S), 86. EXCEPTING THEREFROM ALL THAT PORTION OF SAID PARCEL 1 LYING WIrmh THE FOLLOWING DESCRIBED LAND; BEGINNING AT THE NORTHEAST CORNER OF PARCEL 1, AS SHOWN ON THAT CERTArN PARCEL MAP, BEING A. PORTION OF SECTION 22, TOWNSHIP 18 NORTH, RANGE 4 EAST, M.D.B. & M., WHICH PARCEL MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOyEMBER 18, 1980, IN BOOK 79 -OF MAPS, AT PAGES) 86, THENCE NORTH 89 ' DEG, 58' S3" WEST 10,69 FEET, THENCE SOUTH 1 DEG. 36' 19" WEST ¢.59.29 FEET, THENCE SOUTH 89 DEG. 53' 44' EAST 14,24 FEET, THENCE NORTH 1 DEG. 18' 49" EAST 659.23 FEET TO THE TRUE POINT OF BEGINNING. . PARCEL HEREIN IS PURSUANT TO A WAIVER OF A PARCEL MAP, APPROVED BY THE COUNTY OF BUTTE, RECORDED ]UNE 3,1981, BOOK 2628, PAGE 124, APN; 027-290.027-000 , [a007/007 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 LICENSED CONTRACTORS DECLARATION I hereby affirm under penally of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Coe, and my license is in full force and effect. License Class : r ( License Nu er: JC J Date:-BAontractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which 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 pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) 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 the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 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 Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this pe it is issued. My workers' compensation insurance carrier and Ii num aL- Carrier: Policy #: %x ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the 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: YA Applicant: 1 WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one .hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Name: Address: PERMIT NO. BPO51126 Issued Date: 06/13/2005 APN: 027-290-027-000 Site Address: 3226 MACKINTOSH AVE PAL Map Index: Description: garage (960) Owner: MOSKAL, JEROME & SHEREE 986 BLACKHAWK DR BEAUMONT, CA 92223 (951)300-7138(951-845-4621 Applicant:. FLEETWOOD HOMES 2243 FEATHER RIVER BLVD. OROVILLE, CA 95965 530-532-3301 Contractor: FLEETWOOD HOMES 2243 FEATHER RIVER BLVD. OROVILLE, CA 95965 530-532-3301 License #: 785185 Architect: Engineer: Total Square Ft: 960 S. F. G� Valuation: $23,040.00 n,l Census Code: ID 4 This permit is hereb ssu�d unde a appf able p visions of the Butte County Code and/or Resolutions to d ork i e abov for hic e s have en paid. icat By: ' Date: PERMIT EXPIRES ON: (J '—/ '- D ( 1 ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of y official form or document of Butte County. I hereby authorize representatives of Butte County to enter the above mentioned property for inspection purpo s 21 Print Name: I _ _'1� Signature: Date ❑ Owner ❑ Contractor ,169ent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 c�. ". ex-) 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 6�� A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY" 1 CONTRACTOR OWNER Last Name r— �/D First Name City State /,1 Zip��6 y� Address Fax',J City my State ZipAZv�� dd Planner State License Number Fax E-mail CONTRACTOR Name Name Address %- '10 City State /,1 Zip��6 y� Phone Fax',J E-mail Lic. # Clas APPLICANT NAME ARCHITECT/ENGINEER Name Flood Zone Address SRA City I No State Zip Phone Map Book Fax E-mail Planner State License Number APPLICANT NAME Zoning Name Flood Zone Address SRA City/)S) f / State I No Phone Fax Type Const. E-mail Map Book APPLICANT Oro I MA IRZA or office use only: tl Zoning Property Address Flood Zone Cross Street ll g�(o - Sh SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. // ZGI BIN # LOCATION ` Property Address City M s Cross Street ll g�(o - Sh PA -1 P 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:, b — r% Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. J K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 REV 2-24-05 `7b Received by: Amount: I Bldg PA -1 P (� SRA Receipt #:Z ` Sheriff SMIP �j (� S Date:' / other Z Total K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 REV 2-24-05 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 inst, (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. Detached Accessory Building Form filled out by the owner (if required). ❑ 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. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 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 KAFORMSWILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 111 Applicant: I Moskal, Jerome & Sheree Permit No: 05-1126 Project Type: Gara a APN: 027-290-027 100% 70% Plan Check Fees $ 219.96 $ 153.97 $ 219.96 $ 153.97 WILLDAN Fee $ 153.97 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other Butte County Department of Development Services %JTTF YVONNE CHRISTOPHER, DIRECTOR °° .II°° LO` ° 7 County Center Drive Oroville, CA 95965 N z (530) 538.7601 Telephone (530).538.7785 Facsimile Applicant: I Moskal, Jerome & Sheree Permit No: 05-1126 Project Type: Gara a APN: 027-290-027 100% 70% Plan Check Fees $ 219.96 $ 153.97 $ 219.96 $ 153.97 WILLDAN Fee $ 153.97 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other TO: WILLDAN FROM: Scott Rutherford (530) 538-7160 LO` srutherford@buttecounty.net SUBJECT: Plans Transmittal For Review Per Contract O z DATE: 5/3/2005 Applicant: I Moskal, Jerome & Sheree Permit No: 05-1126 Project Type: Gara a APN: 027-290-027 100% 70% Plan Check Fees $ 219.96 $ 153.97 $ 219.96 $ 153.97 WILLDAN Fee $ 153.97 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other . . COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: !�� ► ASSESSOR PARCEL NUMBER 0 _-7-au) /-2() _d2/ Proposed Building Use:y�` Permit Technician: � S Date: � Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. �'C�7 1N 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. �j IN 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. 0 11. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form i N 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other \ Reprim items needed to issue the permit. (May require additional plan review upon receipt of the following items.) Z9 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 6. Fire Sprinklers............................................................................................ ❑ 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... 9�Erosion Control Plan Required........................................................................ C2)0Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ City of Chico Plumbing permit........................................................................ ❑ 22. Site plan and business license approval from the City iggs.....:.....�.��....�� h� California Department of Forestr Ina royal P PP Paid. Sen' ........ 24 Planning approval for (A) Use: )Parking: (C) Parcel Check:...'... ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ MJ26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( -Given to owner, _Mailed to owner) ..................... �,qs ❑ 31. Letter of Signature authorization.................................................................... 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits.............................:........................... ❑ 34. Deed Restriction............................................................:..:.......................... ❑ 35. ❑ Legal description, ❑ M.H., Title, title search, registration or. MCO ......................... ❑ 36. Other: ❑ 37. Other: ' When issued Telephone // �'�'0� i�� 73 z-3 �U and hold for pickup. I have been i� ed of the above items and r uirements for obtaining a building permit. I Applicant Date: 1. Index pe�i application for the abov ' ems nu bered: Plan Check Letter 2. Additiora items required on rac esigner, owner, was advised of the above data by one, ❑ mail, ❑ counter, by Dale: on ractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed b : Date: Structural approved by:VV f W.Wn Date: Note transfer by: Date: 6&tDT Yellow: Building Division All of these . COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE "(530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds OWNER �% J/C4.z__ PROPROSED BUILDING USE _A RIBUILDING PERMIT FEES --- Balance Due ..................... --- FEMA Flood elevation review.. --- Additional plan checking Fee.. e7 q $ 3 Z_�l SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$_ Units Commercial (sq. ftg.)..... X $0.03 = $_ Sq.Ftg. 4. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ A.P. # 02_7-2-10--o7_77 DATE RECEIPT # DATE REC. NO TH CHICO SPECIFIC PLAN (per. dwelling) Zoning $ _ SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7. WATER TENDER FEES BATTALION # 00.00 (paid at Building Division) SMIP OTHER 10. OTHER 11. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed duyng the plan checking proceo. I, APPLICA DATE �/ r��� ®� Pursuant to GAfmment Code Section 66020, �w are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 3/05) -Butte County Department ofDevelopinent Services 0 1,F0 Z County Center Drive Oroville, CA 95965 C , `- , ' (530) 538-7601 Telephone C o (530) 538-7785 Facsimile cOUK BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development; County Fire, and Agriculture. I hereby acknowledge: a I need to submit applications for septic and/or well to Butte County Environmental Health immediately. • I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained o I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building_ permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will'void the application. Typically other required permits/clearances include, but are not .limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: 1_�465AVW;e7t) ��/ //- &�`t Building site address: Applicant Name 2w��� APN: l'-;2%_ '�2 7P r-0�� Permit No.: have rea , understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permf it application and my signature below: (4_Z�-C��� G ATURE OF PPLICANT DATE w Copy to Applicant/EH/File K:Forms/BidgPermitwithoutClearances 020705 p�QpgTLnE,vT C.c wT 0 0 � o c OUNI TQC WO�� Department C o u n t y J. Michael Crump. Director f Public o f B. u t t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase ll Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN' ACREI Project Description: 0-.2— Project Location and/or Parcel Number: Pf©;�2 7• OP Pat By signing below, I, the project owner/owner's 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 build -outs 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 Control 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 a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 x W I LLDAN Serving Public Agencies May 27, 2005 Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530)538-7169 (530) 538-2140 FAX SUBJECT: COUNTY OF BUTTE PLAN REVIEW APPROVAL 117 C Street Marysville, California 95901 530/749.2373 fax 530/749.2199 www.willdan.com Willdan Project No: 14353-1620 Jurisdiction Job No: 05-1126 Assessor's Parcel No: 027-290-027 Description: Moskal Detached Garage Dear Mr. Rutherford: Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2nd page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: ➢ Plans: Two (2) copies of sheets 1 through 2, dated 04/05 by Phil DeCann ➢ Truss Calculations: Two (2) copies dated 04./28/05, by Longfellow Lumber Co. The plans have been stamped with the Willdan approval stamp and dated the date of this letter. According to our previous letters relating to this project, the superseded plans and documents will be discarded within 10 days unless we receive other instructions. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. W I LLDAN Serving Public Agencies APPLICABLE CODES Unless noted otherwise, all comments are based on requirements of the 2001 California Building Standards Code found in the California Code of Regulations, Title 24: • Part 2, known as the California Building Code and abbreviated herein as CBC • Part 3, known as the California Electrical Code and abbreviated herein as CEC • Part 4, known as the California Mechanical Code and abbreviated herein as CMC • Part 5, known as the California Plumbing Code and abbreviated herein as CPC • Part 6, known as the California Energy Code, and Energy Commission Standards, and abbreviated herein as CECS CODE ANALYSIS Our plan review revealed the following information regarding the occupancy designation, type of construction, and other pertinent features. This information is consistent with that shown on the plans and permit documentation. Specific Type of Type of 1" Floor 2°d Floor Total Use Occupancy Construction Sprinklers Stories S Ft S Ft S Ft No 1 960 NA 960 Garage U-1 V -N CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, requirements and approval of other departments and/or agencies that have jurisdiction over this project. 2. Revisions and/or notes as red -lined on the plans. DEFERRED SUBMITTALS Our plan review reveals no deferred submittals noted at this time. SPECIAL INSPECTION NEEDS Our plan review reveals no special inspection needs pursuant to CBC 1701. gaacKust e Plans Examiner Cc: Alice Mefford, E-mail: amefford@buttecounty.net Fleetwood, 2243 Feather River Blvd, Oroville, CA 95965, Fax: (530) 532-3304 Page 2 o:f2 County of Butte Permit Number 05-1126 W illdan Project Number 14353-1620 5 ' CDF FIRE SAFE REQUIREMENTS AP# a�, — ��� PERMIT # 05- � �v NAME Under authority of Public Resources Code Sec. 4290, the following checked items are required T by the Butte County Fire Department and made a part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Driveway Standards Pq Surface. All driveway surfaces and structures (bridges, culverts and other .appurtenant structures which supplement ' the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. Pq Grade. Not to exceed 16 percent unless paved. Driveway Radius R Pq No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. pq The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet radius. Pq Tumarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. pq Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. [X] Width.. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. U pq Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in T length, shall provide a turnout near the midpoint of the driveway. Where a 1 driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates pq 1. Gate entrances shall be at least two feet wider than the roadway E they serve. 2. The gates must be located at least 30 feet from the roadway and M shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. T T S Setback for Structure Defensible Space .. . IXl Maintenance of Defensible Space. To ensure continued maintenance of Properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. 1 • : "All ..acre and larger shall provide a minimum 30 -foot setback for buildings and accessory buildings from all property lines and/or the center of the road. 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See "Other Requirements below. IXl Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction or final building permit inspection. Other Requirements If Building Setback is 15 to 30 Feet: Class A or B roof Enclosed eaves If Building Setback is Less Than 15 Feet — Class A or B roof with enclosed eaves and choose any 2 of the following: ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D ❑ Glass area not to exceed 10% of wall area toward property line with insufficient setback ❑ Siding from the following list: o Stucco — 3 coat o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials Date Signature / r c D F I R E M E N T S E LONGFELLOW LUMBER CO. INC. Quality Truss Design • Roof & Floor Systems 89 Loren Avenue • Chico, CA 95928-7434 Phone (530) 893-0112 • (800) 678-0112 Fax (530) 893-0140 E -Mail: trusses@longfellowlumber.com IVE May p 5 INS Customer: DECANN CONST. Job No: MOSKAL SHOP Address: M ! l P#: C•20E (Rev. 3/03) GRIER AVE. PALMERO,CA ENGINEER L Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 (916) 676-1900 APPROVED INSPECTION AGENCY Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 MOSKAL SHO 2 BUTTE COUNTY BUILDING DIVISIM"i APPROVED 03 Z Fn 0 Z Symbols Numbering System General Safety Notes* PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 14- 3/4' 'Center plate on joint unless x, y offsets are indicated. Dimensions are in ft -in -sixteenths. 1 6-4-8 dimensions shown in ft -in -sixteenths Damage or Personal Injury for truss Apply plates to both sides of truss 1. Additional stability bracing system, e.g. and securely seat. diagonal or X -bracing, is always required. See SCSI I. 0- 2. Never exceed the design loading shown and never trusses. 16 1 2 3 stack materials on inadequately braced TOP CHORDS ci-i c2-3 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and o WEBS all other interested parties. �'� Oz u ` �,�� p AC15-6 4. Cut members to bear tightly against each other. For 4 x 2 orientation, locate a plates 0-'nd' from outside a5. Place plates on each face of truss at each edge of truss. joint and embed fully. Knots and wane at joint c� e cs locations are regulated by ANSI/TPI1. BOTTOM CHORDS 'This symbol indicates the 8 7 6 5 6. Design assumes trusses will be suitably protected from required direction of slots in the environment in accord with ANSI/TPI1. connector plates. 7. Unless otherwise noted, moisture content of lumber 'Plate location details available In MtTek 20/20 shall not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for PLATE SIZE THE LEFT. use with fire retardant or preservative treated lumber. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width 4 x 4 to Second NUMBERS/LETTERS. responsibility of truss fabricator. General practice is to perpendicular slots. camber for dead load deflection. dimension is the length parallel to slots. 10. Plate type, size, orientation and location dimensions LATERAL BRACING CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 in all respects, equal to or better than that by text in the bracing section of the specified. output. Use T, I or Eliminator bracing if indicated. ICBO 4922, 5243, 5363, 3907 12. Top chords must be sheathed or purlins provided at spacing shown on design. BEARING SBCCI 9667, 9730, 9604B, 9511, 9432A 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but 14. Connections not shown are the responsibility of others. M reaction section indicates joint number where bearings occur. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 0 HE C 16. Install and load vertically unless indicated otherwise. Industry Standards: ® M iTek Z ANSI/TPI1: National Design Specification for Metal ---i Plate Connected Wood Truss Construction. "< DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. MRek Engineering Reference Sheet: MII-7473 p 2004 MITek® �)l1TLOOKER x4 CONT BRACE AT BRACE LONGER THAN 12' kTTAGH AT MIDPOINT OF BRACE W 2-bd NAILS TABLE END STUD 2x4 HF STRONSBAGK NAIL TO LED6ER "V IOd 0 12' OLJ —� 2x4 HF LEDGER (NAIL TO VERTICAL W/ IOd NAILS) s D �-A35 BRACE TO FLAT 5--H-3 AT 4$' OL. A l - NOTE: THI5 DETAIL MAY BE USED FOR KTH PITCHED W. ALSO. (0) OPTION TO WEB PLA11N6: USE (3) - 2' WIRE STAPLES (0.012 DIA115 GA) TOENAILED THRU CHORD INTO HEB I THRU HEB INTO CHORD ON ONE FACE FOR A TOTAL OF 6 STAPLES. (PI). (50 I (HI) K)5T BE PLATED. : s11-4 EAG. JO j8693 1 * REM. LO a3 ,moi .X-+ DUA K 3-10d NAILS EACH END 6-10d COMMON 2x6 DIA60RAL NAILS BRACE o 46' O.C. OA MAX Uf13RAGEI7 LENGTH OF GABLE END STIR. (2x4 FIR-LARC Q - STANDARD - 5' -II' - 01 AND BTR TR6 E5—� TC DL 15.0 PSF NOTE: GABLE END DESIGN BASED BG DL PSF BC LL OA PSF ON 15 MPH KND, EWO%K 'B' TOT.LD. 50.0 P5F AT 0-25 FEET MEokX HEI614T. V FAC. 1.15 TYPE OF JDB DETAIL JOB NAME LaAnLLOW LUMBI CITY, STATE 'CHICO, CALIFORNIA Date: 10-18-02 Gary Hawkins ARCHITECT Drawn: AK (530) 892-2700 Job no.: 02-116 1370 R1DGEWOOD Da_'SE.1 O FAx:(530)B93-0532 CHICO, CA 95973 garyarchmsbcglobalnet BUTTE COUNTY BUILDING DIVISION APPROVED Job Truss Truss Type pry PlyMOSKAL SHOP (loc) I/deft Ud PLATES GRIP TCLL 20.0 R 1627552 MOSK0426 At FINK 19 1 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 Job Reference (optional) uongrelrow4LvrT10er co., Inc., unlco, ca. 95928-1434, GFE 6.000 s Jun 17 2004 MiTek Industries. Inc. Wed Apr 27 08:18:2,33805 Page 1 -1-0-0 66.8 12-0-0 17-5-8 24.0-0 25.0.0 1-0-0 6.6.8 5.5.8 5-5-8 6.6.8 1.0.0 Scale = 1:42.1 3.00 F12 4x4 = 4 3x6 = 10 9 8 3x6 = 3x4 = 3x4 = 3x4 = 0.0.0 1G-0.0 8.4.5 15.7-11 240 8-4-5 7-3-5 8.45 Id d LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0.14 8-10 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.59 Vert(TL) -0.30 8-10 >933 180 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.06 6 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight 88 Ib LUMBER TOP CHORD 2 X 4 DF NO.1 r3BtrG BOTCHORD 2X4DFNo.1&BtrG WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=842/0-3-8,6=842/0-3-8 Max Horz2=11(load case 4) Max Uplift2=-46(load case 3), 6=-46(load case 4) BRACING TOP CHORD Sheathed or 4-1-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2=0/6,2-3=2236/68,3-4=1956/87,4-5=1956/87,5-6=2236/68,6-7=0/6 BOT CHORD 2-10=51/2164,9-10=-4/1502,8-9=-4/1502.6-8=-41/2164 WEBS 3-10=350/16, 4-10=-45/534, 4-8=-45/534, 5-8=350/16 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard q?,0F ESS/pN �0NG 2 c3 m LU 9919 � ° 13UTTE COUNTY * E /30/06 13UILDING DIVISIOIN rs FoficAuF rAPPROVED April 28,2005 ® WARJVWG - Vertjy design parameters and READ NOTES ON THIS AND INCLUDED WTEB REFERENCE PAGE MH•7473 BEFORE USE. 7777 Greenback Lane - Design valid for use on with M4Tek connectors. This design a based on v for an individual design component. l abaly of porton porvidual rs and proper incorporation of component a responsibility of building designer - not truss designer. Bracing shown �pp. i9 y g y pan parameters shown, building Suite 109 Citrus Heights, CA, 95610= a for ., .. a for lateral support of individual web members only. Additional temporary bracing to insure stability during conslrudion is the responsibility of the 1 erector. Additional permanent bracing of the overall structure a the responsibility of the building designer. For general guidance regarding ' fabrication, quality control, storage. delivery. erection and bracing, consult ANSI/TPII Quality Crftedo, DSB-89 and BCSII Building Component Safety Informatlon available from Truss Plate Institute. 583 D'Onohio Drive. Madison, WI 53719. M I�ekd) MF - - - _--__ _ _.. _.. sr/— Ale - - -- - .. I U I E W 'v • Q? i 5 .K I 1 I U Cd o l U C y +� /f Pk4ns nd ents tx 3ring th i stamp ave bee ac as mi Ming thE applica le provi ons of Califor. is Coda of Regui i itions, l tle 24. A uceptanc is not provai violate 3ny app !cable e: The j plan re 1 iew ind ded the Ilowin subject • (Y/N) I I i Struck rai N Plum ing if Y Fire Li Saf Ener •� E'ectrl I Acp siGl(rdy Mech ; ical— Other? i Plan R i ewer Princip Plan views I ' Date '' r i I jy N u U i \i b /in ✓. 00P 15)( o cC i MAY 0 5 2005 //o W6LL®4A' j eV � of APPROVED II II �Ns>� 1 MAY 2 7 2005 t2SACGOMA _Q4WA 6F_ 12 1 �iLLPAN Z_ A:_ —r i 6�1TTE GOUNTY- BUII'DING DIVISION r _ Braced wall panels shall be 48" in length and /% I APPROVED cover three stud spaces where studs are — _�L wg PIA spaced at 16" O.C. Panels shall be wood j Dl OSJ Sr%i� structural sheathing with a thickness not less than 5/16" and shall be nailed with 6d nails at 0�1� �QO , Off' 6" O.C. for edge nailing and 12" O.C. for field nailing FFA(�l �slD_W_6 c Cd • O Z M XaC7 0 0®® m - ocnz FFA(�l �slD_W_6 c Cd O Z M XaC7 0 0®® m - ocnz 0 -< O I � � N O C ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: I ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ,� a Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) 100 -Year Flood Plain: (See attached) • Flood Zone: � . • Flood Panel No.: 06 V1'��iIndex Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) ❑ Oroville Enterprise Zone Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front 20 1 Side �� t Side Street Rear©1 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 SITE PLAN REVIEW APPLICATION Date: XPR-.c_ --2-5 -:).C-05 I AP# ��' oZ ^ O of? Permit Number (if applicable) 5^ le Bin Number APPLICANT INFORMATION ,r ^� Parcel Size: Owners Name: v , y -S Ile- �— Owners Address: 0 o --q- 9�9Com! � Alef Telephone No.: 5 - P te- �`l Email: Situs Address: ''°'� 2 � IY7 4 C-)k't &3 ;7-0 Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Additi Mobile Home Residential Accessory ❑ Permanent Second Dwelling ✓ ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel IN -Well ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By AeA Date U r� Tl___ 1 _re Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other -------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) Amount Formula * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: Deed of Reference: Legal Access Required Parcel Frontage on Publicly Maintained Road: [:]No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ No ❑ Yes ❑ No ❑ Yes ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance/Notice of Compliance ❑ Obtain a Merger ❑ Obtain a 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 Environmental Health Department requirements Tl_—_ 7 _rc ff Subdivision Map/Parcel Map: Map Date of Recording: Lot: ❑ Use Permit/Minor Use Permit Permit Number: 7� Date of Approval: Page: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Attached ❑ None ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. I� Page 4of5 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALarys\Building Permit Site Plan Reviewl.doc Page 5of5 I 11 I'D. 3/1 IP. - �I ARC LTO 01 IA 4G PCE 71/17 a 45 S//w .V CO COP q�• BLK lop I !1'`IV Tal 1 to 0 IZ N w n y I�1 N/�I/23 E J1.3d SIR.) MACKINTOSH -� - 179.49— II'� 50 �BU/CO/NG SETBACK L/NE� Pd L'CE c 1 1 S•/S 4 IR053 1.11 dC. NO I� 1 I • o' nl / 677.93 5 89'74' I&'E 1.47.3e "'e "d 2 $./24c. &. .SS j.B1dc. /vir t'D fbb \ Il P 15 /? 4E6CN F6/LD / 6+ OETSACC 1s /4 • sa Z3 SEr CAR FP. 1%Ln A4. TAOAEP L.S. 3615 PER 41B _ _I?9P.�_ _ AVE. SEE more 3 41. 4!, (R,; n) 1 SW CORNER LOT/, ITI BLOCK ISO SK I M&S 20 I 1 \ SEE NOTE 3 PC t 1 NOTE: ON AFFIDAVIT OF OWNERSHIP IS \ dE/NO FLED /N THE OFFICE Of THE BUTTE COUNTY RECORDER. SERIAL `!: c' P. jI:P L.Lld2s /!A•. SSOo Sd'Sd"IA' I 19.92' SSOI�lt'/9"YV JO. l0' 40CA71CW MAI- -Or APNO r0 SCA14 LEGEND • FOVNO AS /NDl4TEP (.Qt 89 59, MAPr,, P6.63 fP. 'w'mom PIPE rAa4EPL.3. 362.9 0SECTI0N CORNER 7L 5ET111"IP R.L.E. 17011 O CALCULATED POINT (R.) BK 71, MAPS, PC 20 CR.) Be 73, MAPS, Pd. 71 NOTE: J. THE 30 NONCYL,USIVE PUBLIC CA5611£NT5 OWNERS• CERTIFICATE FOR /NOESS AND E&REJS AND FOR PUBLIC BASS OF BEAR/NGS UTIL I risS AND` TO BE RC5ERV6 D /N PECOS, rAir BASIS OF OEAR/N6 IS THE NORTN LINE AND IS HEREBY OFFERED FOR DEDICATION OF MACK/NTOJN AVE. TArEN AS 309'61'E3'E ToTH6 COLIN TY OF BUTTE, 1PEN7ICAL TO 7N47 WOO NON BY. S4 MAPS, i, NO EVI06NCC OF DOHESTIC WATER /S P6. 65 O.R. OufrE covN y. AVAILABLL, Teta title In tere3f in 3. POINrS .i6T TO TRUE POSITION PER 71 Pn1 47 cmfdrmonce with the regUlrem enls or the PARCEL REcOROERS CERT/FICATE OWNERS• CERTIFICATE ArE _'f'CAL+roRNIA SURVEYORS CERT/F/CATE Filed this _lg.�'doy ofH.1.,)y.IIgBD T undersigned oeing the ccxl r OF 7h/s mop was preporeJ by /ne b' under my ofi M%, Book of Maps,poge8fc on/ ¢rSOnS hawing -any 0n r.,? . _Cloy of ..__.____..____ 1979, `Iefb"e a/Irec fwn and is 'Dosed upon o t;e/d Survey /n at )Inc request Ot`,�',,,� Teta title In tere3f in rne,.. .. ....... ...._ o NOtalt) pLGbc In and cmfdrmonce with the regUlrem enls or the SERIAL N0.3$IL1. y0+.{z,�.4"'1 the tie //7 SVi7dIV/d ed /O/'lU5 fOr 5'e%/C7 COu:I und5ly%P. parsD/7o//y, appeared Subdivision map Act of the request of 51:C'K_A_A. ur scant Section 66430 DOUG STJT ItN _ cv, couvrr REcoR E ol- the Dover enf Code, do hereby conSen to the known Tu me to be f ersons lhof executed rhe Owners'Cerllrcate h eln, and duly hereby STafe that the Parte/ Mop ProarJ res aF the local agency have been ca]IpLPd ew/A and tlraf COUNTY SUMVEYORS CCRTIFICATE TNC 30 NONEYLUJIVt Ed S6MENTJ Of"RED FOR OLOIGd TION IS NOT dGEEPTED AT THIS TIME, PrePar'O t/On and r cororng Of OcKnOw/edged to n7e t%70/ lh he executed th/S Porca/ MOp Conforms ID the upp(oY1 dl•. dif\u /lve �• TN/3 MAP CONFORMS WITH TH6 eCOUIec - this PaI'Ce/ Hop. the So/ne. MOP and the condit/Ons of appro5u%,, 15e%E;o :, . hlch t MCN7S OF ENE SUBOIVIS ION MdP ACT AND Wirt/ESS' OFFICIAL SEAL were required to be Pu/F/ted LOCAL OROI.Y b TCD Y-wro.: , 9.90 � MY PIANO ANO CC. _ f{ -orARY PUBLIC ruling at- h/s Parcel Mop. --- -- CI.Y cASn(O[n—�� n.[.6.'Mlt1 COUNTY OF BUTTE COurv7y SURVEYOR MAP FOR POUOLAS SMITH OEIND A PARCEL PIAP or PgREI 1 A SHOWN ON THAT C6ArA/N HAP FIE "IN 8009 7$ PA$C AD Of OFfICIAL RECORDS Of BUTTE LOUNrY LOLATEO IN THE NORTHEAST OOARrex of JECTION 22 TION eqe M.O.H. IN THE UN/NCORPORATIP AREA OF BUTTE COUNTY CALIFORNIA. ROoert cltr .. y PeOe-Y N NuaA�Y 533-]970534--0770 C/V/L ENal"Ee-s 0Ra✓14LE, CALIFORNIA sheet of _L A- TIV SITE PLAN REVIEW APPLICATION AP#'Date: Permit Permit Number (if applicable) !�1,) (� 1 Bin Number APPLICANT INFORMATION Owners Name: 1 l Owners Address: q1 Uf Telephone No.: I )oA- VY, Situs Address: Proposed Use: Residential _ ❑ New Single Fans ❑ Single F: ❑ Mobile Home I Coju, ❑ Residential Acc, ❑ Permanent Secq ❑ Temporary Mot ❑ Temporary Tra-\ ❑ Multi -family Non-residential ❑ New Commercj ❑ Comme: ❑ New Industrial ❑ Industrij Other �] Septic ❑ Agricultural Exempt Building ❑ Other: Brief 'Explanation (if necessary): C' Parcel Size: le Family Remodel mercial Remodel ;trial Remodel ❑ Well ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved ❑ Conditionally Approved ❑ Site Plan Stamped Approved Date Pana 1 of S ❑ Resolve Problems Prior to Approval CDF FIRE SAFE REQUIREMENTS //o2S AP# -, - 27 PERMIT # OS- /�� NAME Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are T minimums and may be superseded by Butte County local regulations, which equal or exceed 11 Jl these standards. Butte County Building Inspectors will make compliance inspections. T Drivewav Standards [XJ Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which. supplement' the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [X] Grade. Not to exceed 16 percent unless paved. I Driveway Radius R [X] No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [X] The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divertwater shall be not less than 100 T feet radius. x pq Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum n 25 -foot taper on each end. ` J [X] Width. All driveways shall provide a minimum 10 -foot traffic lane and T T unobstructed vertical clearance of 15 feet along its entire length. U [X) Tumouts. Driveways exceeding 150 feet in length, but less than 800 feet in T length, shall provide a turnout near the midpoint of the driveway. Where a 1 driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates [X] 1. Gate entrances shall be at least two feet wider than the roadway E they serve. 2. The gates must be located at least 30 feet from the roadway and M shall open to allow a vehicle to stop without obstructing traffic on the roadway. r �+ 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. T T S Setback for Structure Defensible Space . . [x] Maintenance of Defensible Space. To ensure continued maintenanceof properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. • �s: .:.. , r, ,.rill.. ..•�:'••1. '"All : •, " ...: •.,, v ,,,: ,•• • << . , .. .,,., parcels 1. acre and larger shall provide a minimum 30 -foot setback•for buildings, -and accessory buildings from all property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See 'Other Requirements below. [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction or final building permit inspection. Other Requirements [ ] If Buildina Setback is .15 to 30 Feet: ✓ Class A or B roof ✓ Enclosed eaves [ ] If Building Setback is Less Than 15 Feet ✓ Class A or B roof with enclosed eaves and choose any 2 of the following: ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D ❑ Glass area not to exceed 10% of wall area toward property line with insufficient setback ❑ Siding from the following list: o Stucco - 3 coat o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials [] Date Signature R E Q U I R E M E N T S �c FLEkfWOOD. Vogue Series Model 76048 4 Bedrooms • 2 Baths • 2,288 Square Feet 10 ow AwIlliM s Fleetwood Homes reserves the right to change colors, prices, specifications, models, dimensions and materials without notice. Rendering and diagrams are meant to be representative and, in keeping with Fleetwood's policy of constant updating and improvement, may vary from the actual home. All dimensions are nominal and approximated. Square footage is measured from exterior wall to exterior wall, and is an approximate figure. Length indicated in floorplans is - floor length only. The length of the hitch is not included. (Add four feet to arrive at transportable length.) Ask your retailer for specifics. PRICES AND: SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. ? VO/31/OCT04 • Exterior • Fiber cement siding built to resist weather damage • 2" x 6" exterior wall construction provides a sturdy frame • Transverse floors with 2" x 6" floor joists for better support • Class "A" fire -rated, dimensional shingle roof for long-lasting, low maintenance performance - • Vented roof cavity allows hot air and condensation to exhaust for improved energy efficiency • Inswing front entry door with deadbolt, for your family's safety Inswing rear door with deadbolt and window add natural light Low -E coated dual paned vinyl framed windows for better energy efficiency • Porch lights at front and rear entries for your safety Interior • W drywall tape and texture in all areas (including closets) adds style to your interior • Rounded sheet rock corners in living areas soften your decor • Standard 25 oz. carpet in all living and bedroom areas for high performance and low maintenance - 100% nylon to prevent fuzzing and shedding - Multi -colored dye technique minimizes tracking and spotting - Treated with StainTech- for easy cleaning • Glass ceiling fixtures brighten your home's interior • Vaulted ceiling throughout provides an open look and feel • White lined overhead cabinets for easy maintenance •Solid wood cabinets add quality and natural beauty to your kitchen and bathrooms • Metal mini -blinds for your privacy • Hollow core closet doors are durable and provide convenient access • Waterfall style door trim throughout • Upgraded rebond carpet pad extends the life of your carpet Baths • Easy -care laminate countertop with hand laid, 4" ceramic tile backsplash provides attractive color accent • Guest bath has a one-piece 60" fiberglass tub/shower comfortable molded design and easy maintenance • Ceiling exhaust fan provides extra ventilation in each bath • Bank of three drawers in the master bath for handy storage • Extra large vanity mirrors with Hollywood lights in both bathrooms provide an expansive viewing area • Single lever faucet is simple to maneuver and service Kitchen • Whirlpool® appliances provide confidence and hassle -free service - Smooth top electric range - Dishwasher - 19.8 cu. ft. side-by-side refrigerator with water and ice • Adjustable kitchen overhead cabinet shelves create storage flexibility • Drawers over cabinet doors for extra convenient storage in the kitchen area • Deep stainless steel sink and single lever faucet with sprayer are handy when preparing meals • Congoleum® no -wax, vinyl flooring for easy care • Elegant crown molding provides a finishing touch to overhead cabinets • Choice selection of 4" ceramic tile backsplash provides attractive color accent • Tile self -edge provides a finished look • Recessed can lights are spaced to provide even lighting Fleetwood Homes reserves the right to change colors, prices, specifications, models, dimensions and materials without notice. Rendering and diagrams are meant to be representative and, in keeping with Fleetwood's policy of constant updating and improvement, may vary from the actual home. All dimensions are nominal and approximated. Square footage is measured from exterior wall to exterior wall, and is an approximate figure. Length indicated in floorplans is floor length only. The length of the hitch is not included. (Add four feet to arrive at transportable length.) Ask. your retailer for specifics. PRICES AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. O02003. Fleetwood Enterprlses, Inc. Utility, Safety and Energy Features • Shut-off valves at all plumbing fixtures for your convenience • Overhead utility shelf for added storage space • Super Good Cents insulation package saves on energy bills and makes your home more comfortable • 50 gallon electric water heater is efficient and requires low maintenance • Coleman® electric furnace provides name brand confidence and hassle -free service • Plumb/wire for washer and dryer provides convenient hook up Optional Features • Garbage disposal for quick and easy kitchen clean-up • Skylights of various sizes brighten any room • Refrigerator and range upgrades meet your culinary needs • Deluxe carpet selections for increased performance and beauty • Ceiling fan circulates air for a "spring breeze" feeling all year long • Overhead utility cabinets expand your storage space • Recessed fluorescent lights give your kitchen a contemporary look • Sliding glass exterior door welcomes more natural light into your home • California gas package includes: 40 gallon gas water heater, gas range and gas furnace • Recessed medicine cabinet provides convenient storage space in each bath �� FLEEcTWO�Ot7 '. FLEETWOOD HOMES of WASHINGTON, INC. a subsidiary of Fleetwood Enterprises, Inc. 211 5th Street Woodland, WA 98674 (360) 225-9461 VO/31/OCT04 S602 (OLSL ON xiv%sj OZ:9T MU 90/8Z/b0 IIfU�, 11 CVVJ Ilv,l VL•TV I I. . �.............. ..—..�— NMI <�Z MAR 17 '073 14:53 50/50 3Odd VO QN-1000M QOOMl33Id SZb9Z990ES 00:9T S00Z/8Z/b0 Q ` / L� V R — LI_ 1 ►t 8 CA �+ n m f'f ED f:��m f1 m w S tp ! m > 0 11> m IP m 3� V co M do SEE MSTAU MR WUiIiAL SUPPLEMENT <�Z MAR 17 '073 14:53 50/50 3Odd VO QN-1000M QOOMl33Id SZb9Z990ES 00:9T S00Z/8Z/b0 04/28/2005 16:00 5306626425 FLEETWOOD WOODLND CA 1 { 1 111(9T --------- ~__.._. 1 j 1 u 11 1 , � 111 I -J II 1 L.a ill 1 111 1 1 V 1 tY`I ll I r� ! .... 1 111 1 -4 u =T-i:s�f::_ 50 'd 6909 5ZZ 09£ 'ON XVd S3WOH GOOM13313 Wd 021 43M b`QO'Z-bl-1(lf 04/28/05 THU 16:20 [TX/RX NO 75701, Z004 . a . I 04/28/2005 16:00 5306626425 FLEETWOOD WOODLND CA m I otinr r,7,2 noc nm vu.1 emnw 04/28/05 THU 16:20 [TX/RX NO 75791 01003 lo� In C.P fir m I otinr r,7,2 noc nm vu.1 emnw 04/28/05 THU 16:20 [TX/RX NO 75791 01003 I 1 I __ Gs ZJL oc tsz: X 0 If I.0. —71 7 92wa= A k m I otinr r,7,2 noc nm vu.1 emnw 04/28/05 THU 16:20 [TX/RX NO 75791 01003 0 .P HIGHLAND PARK 7604Bw C9 N 40 0 m c, N On { 'iii 0 N Ln i —10 5/E rn A. 33 0 .. y � 6� z � 33 8 v cn 5200 8200 o d 9-1 0 rr —G3r" O O 33 N co N CV C:) m 0 X 0 s 0 O 3 LLJ F -- w ez a 0 CV 8n# V 1� 44'-2 3/4' =0' 0' 14'-7 12" 13'-0 3 4' 15'-4 1 7 7 W-2 11f 880 IS'H 8500 7800 92000 • 15'-9 4 1 ' f7.-3 8 I S 16'-0 1/2' '--' 10200 9430 0 A N tb N CD CD U1 N CD CD m HIGHLAND PARK 7604Bw C9 40 m c, N On { 'iii N Ln i —10 5/E 8'-7 1 4' 33 A. 33 � a 1 1 � 33 8 33 m m 5200 8200 0 d 9-1 rr —G3r" O O 33 a 33 ;G'-4 0 z 4 t 44 _ D C 3J 533 1900 Pot RUILDi G fiEPAR m CD m to RECORDING REQUESTED BY: WHEN RECORDED MAIL TO: Butte County Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 2005®0056085, Recorded I REC FEE 13.N Official Records I County of I COWOR?ED CONY 1.N Butte I U M1ACE J. GUBS I County Clerk—Recorderl I I SA 090M 116—Sep-200 I Page 1 of ++ 3 p NOTICE OF MANUFACTURED HOME (MOBILEHOME OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM THE ATTACHED DOCUMENT IS BEING RECORDED TO CORRECT AN ERROR IN THE UNIT DATE OF MANUFACTURE, MODEL NAME AND NUMBER, SERIAL NUMBER, LENGTH AND WIDTH, AND THE INSIGNIA/LABEL NUMBERS ON THE NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM, RECORDED ON SEPTEMBER 15, 2005 UNDER SERIAL NUMBER 2005-0055605 THIS PAGE ADDED TO -PROVIDE ADEQUATE SPACE FOR RECORDING INFORMATION. 3lik RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. JEROME AND SHEREE MOSKAL REAL PROPERTY OWNERILESSOR 3226 MACKINTOSH AVENUE MAILING ADDRESS PALERMO -BUTTE CA 95966 CITY COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT .SAME CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") f SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 051125 530 538-7541 BUILDL IT N0. TELEPj{ONE NUMB R6 SIGNA 0 OF AL AGENCY OFFICIAL /vJ! 1 � DATE NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. FLEETWOOD HOMES 2006 VOGUE 7604B MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER WAFL531A/B/C18923V013 40 X 60 WAS0095423/24/25 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER 027-290-027 SEE ATTACHED HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK -Applicant GOLDENROD- Building Dept. ti Exhibit °A° Real Property in the unlncorporamd area of te County of Butte, Stale of California, descrlbed as follows: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, BEING A PORTION OF SECTION 22, TOWNSHIP 18 NORTH, RANGE 4 EAST, M.D.B. & M., WHICH PARCEL MAP WAS RECORDED IN THE OFFICE OF 111E RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 18, 1980, IN BOOK 79 OF NAPS, AT PAGE(S) 86. EXCEPTING THEREFROM ALL THAT PORTION OF SAID PARCEL 1 LYING Wmk 111E FOLLOWING DESCRIBED LAND; BEGINNING AT THE NORTHEAST CORNER OF PARCEL i, AS SHOWN ON THAT CERTAIN PARCEL MAP, BEING A, PORTION OF SECTION 22, TOWNSHIP 18 NORTH, RANGE 4 EAST, M.D.B. & M., WHICH PARCEL MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, $TATE OF CALIFORNIA, ON NOVEMBER 18, 1980, IN BOOK 79 -OF MAPS, AT PAGE(S) 86, THENCE NORTH 89 DEG, 58'53" WEST 10.89 FEET, THENCE SOUTH 1 DEG. 36' 19" WEST 059.29 FEET, THENCE SOUTH 89 DEG. 53' 44' EAST 14,24 FEET, THENCE NORTH 1 DEG. 18' 49" FAST 659.23 FEET TO THE TRUE POINT OF BEGINNING. PARCEL. HEREIN IS PURSUANT TO A WAIVER OF A PARCEL MAP, APPROVED 6Y THE COUNTY OF BUTTE, RECORDED JUNE 3, 1981, BOOK 2628, PAGE 124. ADN: 027-290-027000 Exhibit °A° Real Property in the unlncorporamd area of te County of Butte, Stale of California, descrlbed as follows: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, BEING A PORTION OF SECTION 22, TOWNSHIP 18 NORTH, RANGE 4 EAST, M.D.B. & M., WHICH PARCEL MAP WAS RECORDED IN THE OFFICE OF 111E RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 18, 1980, IN BOOK 79 OF NAPS, AT PAGE(S) 86. EXCEPTING THEREFROM ALL THAT PORTION OF SAID PARCEL 1 LYING Wmk 111E FOLLOWING DESCRIBED LAND; BEGINNING AT THE NORTHEAST CORNER OF PARCEL i, AS SHOWN ON THAT CERTAIN PARCEL MAP, BEING A, PORTION OF SECTION 22, TOWNSHIP 18 NORTH, RANGE 4 EAST, M.D.B. & M., WHICH PARCEL MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, $TATE OF CALIFORNIA, ON NOVEMBER 18, 1980, IN BOOK 79 -OF MAPS, AT PAGE(S) 86, THENCE NORTH 89 DEG, 58'53" WEST 10.89 FEET, THENCE SOUTH 1 DEG. 36' 19" WEST 059.29 FEET, THENCE SOUTH 89 DEG. 53' 44' EAST 14,24 FEET, THENCE NORTH 1 DEG. 18' 49" FAST 659.23 FEET TO THE TRUE POINT OF BEGINNING. PARCEL. HEREIN IS PURSUANT TO A WAIVER OF A PARCEL MAP, APPROVED 6Y THE COUNTY OF BUTTE, RECORDED JUNE 3, 1981, BOOK 2628, PAGE 124. ADN: 027-290-027000 C� RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 Recorded I Official Ryof Records I CoButte CANM J. 6RLBBS I County Clerk—Recorderl I I 012:26PN 15—Sep-2N5 I REC FEE 10.00 CONFORMED COPY 1.00 JC Page 1 of 2 SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. JEROME AND SHEREE MOSKAL REAL PROPERTY OWNER/LESSOR 3226 MACKINTOSH AVENUE MAILING ADDRESS PALERMO BUTTE CA 95966 CITY COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT SAME CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME') SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 051125 (530) 538-7541 BUIL PE IT NO. TELEPHT N` M R SIGNA 0 LOCAL GENCY OFFICIAL DATE NO DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. FLEETWOOD HOMES 2005 WATERFORD 4604B MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMEINUMBER CAFL517A/B28663WA13 63'3" x 263" PFS0908807/8 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABELNUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER 027_290-027 HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK - Applicant GOLDENROD -Building Dept. 1,64/2'P/2005 14:39 FAX 530 899 9531 FIDELITY NATIONAL TITLE r ' � 1 EAibit "A" Real PToPerty in ttte unincorporated area of the County of Butte, State of Callfomla, described as follows: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, BEING A PORTION OF SECTION 22, TOWNSHIP 18 NORTH, RANGE 4 EAST, M.D.B. R M., WHICH PARCEL MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 18, 1980, IN BOOK 79 i OF MAPS, AT PAGE(S) 86. EXC137TING THEREFROM ALL THAT PORTION OF SAID PARCEL 1 LYING WITHIN THE FOLLOWING DESCRIBED LAND: BEGINNING AT THE NORTHEAST CORNER OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, BEING A PORTION OF SECTION 22, TOWNSHIP 18 NORTH, RANGE 4 EAST, M.D.B. & M., WHICH PARCEL MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 18, 1980, IN BOOK 79 -OF MAPS, AT PAGE(S) 86, THENCE NORTH 89 DEG, 58' S3" WEST 10.89 FEET, THENCE SOUTH 1 DEG. 36' 19" WEST 059.29 FEET, THENCE SOUTH 89 DEG. 53'448 EAST 14.24 FEET, THENCE NORTH 1 DEG. 18- 49" EAST 659.23 FEET TO THE TRUE POINT OF BEGINNING. PARCEL HEREIN IS PURSUANT TO A WAIVER OF A PARCEL MAP, APPROVED BY THE COUNTY OF BLrrTE, RECORDED ]UNE 3, 1981, BOOK 2628, PAGE 124. APN: 027-290.027-000 nesaription: 8atta,= Doaumaat-Yaar.LbaZD 2005.14132 Pago: 3 of 3 Order: - Goa=2ant: 10007/007 A A / .f 0 / A C RRTTT A . / r..tr i.�.. •.� - .. - • M7 - - - RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 15 -Sep -2005 2005-0055605 Has not been compared with original BUTTE COUNTY COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, R. INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to .its contents to all persons thereafter dealing with the real property. JEROME AND SHEREE MOSKAL REAL PROPERTY OWNER/LESSOR 3226 MACKINTOSH AVENUE MAILING ADDRESS PALERMO BUTTE CA 95966 CITY COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT SAME CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION FLEETWOOD HOMES REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 051125 (530) 538-7541 _ BUIL PE T NO. TELEPH ITR SIGNAtJRJfOLOCALXGENCY OFFICIAL DATE NO DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO 20 5 WAT RD 4604B LENGTH X WIDTH- ASSESSOR'S PARCEL NUMBER 027-290-027 HCD FORM 433(A) REV. 8/91 ^euenv_ urn urtmr _ A-1;,— c 041/28!2005 14.39 FAX 530 899 9531 FIDELITY NATIONAL TITLE Exhibit *A! Real property in tfte unincorporated area of the County of Butte, State of California, described as follows: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, SONG A PORTION OF SECTION 22, TOWNSHIP 18 NORTH, RANGE 4 EAST, M.D.B. R M., WHICH PARCEL MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 18, 1980, IN BOOK 79 OF MAPS, AT PAGE(S), 86. I EXCEPTING THEREFROM ALL THAT PORTION OF SAID PARCEL 1 LYING WITHIN THE FOLLOWING DESCRIBED LAND: BEGINNING AT THE NORTHEAST CORNER OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, BEING A PORTION OF SECTION 22, TOWNSHIP 18 NORTH, RANGE 4 EAST, M.D.B. & M., WHICH PARCEL MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 18, 1980, IN BOOK 79 -OF MAPS, AT PAGES) 86, T HCE NORTH 89 DEG. 58'53* WEST 10.89 FEET, THENCE SOUTH 1 DEG. 36' 19" WEST 059.29 FEET, THENCE SOUTH 89 DEG. 53'440 EAST 14.24 FEET, THENCE NORTH 1 DEG. 18'49- EAST 659.23 FEET TO THE TRUE POINT OF BEGINNING. PARCEL HEREIN IS PURSUANT TO A WAIVER OF A PARCEL MAP, APPROVED 6Y THE COUNTY OF BUTTE, RECORDED ]UNE 3, 1981, BOOK 2628, PAGE 124. APN: 027-290-027-000 Dosaripticm 8¢tto,C$ Doeument-Yaar.D*&1D 2005.14132 Page: 3 of 3 order: commant: l� 007/007 RECORDING REQUESTED BY: WHEN RECORDED MAIL TO: Butte County Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 COPY of Document Recorded 16 -Sep -2005 2005-0056065 Has not been -compared with original BUTTE COUNTY COUNTY RECORDER NOTICE OF MANUFACTURED HOME (MOBILEHOME OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM THE ATTACHED DOCUMENT IS BEING RECORDED TO CORRECT AN ERROR IN THE UNIT DATE OF MANUFACTURE, MODEL NAME AND NUMBER, SERIAL NUMBER, LENGTH AND WIDTH, AND THE INSIGNLA/LABEL NUMBERS ON THE NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM, RECORDED ON SEPTEMBER 15, 2005 UNDER SERIAL NUMBER 2005-0055605 THIS PAGE ADDED TO PROVIDE ADEQUATE SPACE FOR RECORDING INFORMATION. 0 t eji RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 SPACE ABOVE THIS LINE FOR RECORDER USE ONLY -NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. JEROME AND SHEREE MOSKAL REAL PROPERTY OWNERILESSOR 3226 MACKINTOSH AVENUE MAILING ADDRESS PALERMO BUTTE CA 95966 CITY COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT SAME CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS , SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 051125 530 538-7541 BUILDI T N0. TELEPy{ONE NUMB 'R�� SIGNA 0 OF L AGENCY OFFICIAL /vt{ 1 DATE NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. FLEETWOOD HOMES 2006 VOGUE 7604B MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMFINUMBER WAFL531A/B/C18923VO13 40 X 60 WAS0095423/24/25 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) - MAL PROPERTY LEGAL DESCRIPTION PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER 027-290-027 HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK - Applicant GOLDENROD -Building Dept. 04112812005 14:39 FAX 530 899 9531 FIDELITY NATIONAL TITLE 0"bit "A" Real ProPeftY in the unincorporated area of the County of Butte, Stab of California, described as follows: PARCEL 1, -AS SHOWN ON THAT CERTAIN PARCEL MAP, BEING A PORTION OF SECTION 22, TOWNSHIP 18 NORTH, RANGE 4 EAST', M.D.B. & M. WHICH PARCEL MAP WAS RECORDED IN THE OFFICE OFTtiE RECORDER OF THE COUNTY OF BUTTE, OF MAPS, AT PAGE(S), 86. S'L'ATE OF CALIFORNIA, ON NOVEMBER 18, 1980, IN BOOK 79 EXCEPTING THERMOM ALL THAT PORTION OF SAID PARCEL 1 LYING WrrHIN THE FOLLOWING DESCRIBED LAND; BEGINNING AT THE NORTHEAST CORNER OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, BEING A PORTION OF SECTION 22, TOWNSHIP 18 NORTH, RANGE 4 EAST, M.D.B. & M., WHICH PARCEL MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 18, 1980, IN BOOK 79.OF MAPS, AT PAGES) 86, THENCE NORTH 89 DEG 58'53" WEST 10.69 FEET, THENCE SOUTH 1 DEG. 36' 19" WEST 09.29 FEET, THENCE SOUTH 89 DEG. 53'440 EAST 14,24 FEET, THENCE NORTH 1 DEG. 18'49- EAST 659.23 FEET TO THE TRUE POINT OF BEGINNING. PARCEL HEREIN IS PURSUANT TO A WAIVER OF A PARCEL MAP, APPROVED BY THE COUNTY OF BUTT -E, RECORDED JUNE 3,' 1981, BOOK 2628, PAGE 124. ARN: 027-290-027-000 peeaription: Butta,CA DOcumant_Yaar.DoclD 2005.14132 Page: 3 of 3 Ozdar: mm Coautsnt: Ca] 007/007 NOTES , RESIDENTIAL PERMIT NO. —' 027-290-027 MOSKAL 05-1125 )?\ �, MACKINTOSH, PALERMO Cont: FLEETWOOD j R NEW MH PERM FND i OFFICE COPY Address / . �/� C GAS Meter By a ELECTRIC 3 Meter By Date _ SPEClXL CONDITIONS r CHECKED BY SRA FLOOD CERTIFICATE REQ. - FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HODS kLETTER fig I OFFICE COPY - i tr Address 5 ✓�,'-/' L25 X16( 70_ jl GAS Meter By Date ELECTRIC Meter By Date • JOB FINALED (Date) _ Signature ��` J=OK 0 = Not = NotAApplicable RESIDENTIAL (Single & Duplex) ~ p - . = Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ • /' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fre Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water _ 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or AI Insulated Neutral 0 Yes O No Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance_ 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htc; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 83. Following InstldJDrive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Fumace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) . 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance_ 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htc; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 83. Following InstldJDrive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: J=OK D = Not OK e = Not Ready �IRBILE HOMES Date . MOWeEHOME UTILITIES (Plans) OK except #'s 1: j6ning Requirements -Setbacks -Easements Soijytpecial MH Support Sketch e7; Location -Test -Fall -C/O -Concrete i . fir; Location -Test -Easement NeedecKSketch) 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /" L "ftJ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date /)r Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBIVeAOME INSTALLATION (Plans) OK except #'s g Requirements -Setbacks -Easements Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve ,-26hnector 4. Electricity; MH Test overs -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water apd Sewer Connected -C/O to Grade -HD Approval 8. pd Electricity Tagged 2:2Ti owns -Type -Installation Cert. 1 V. its; Insp.-Sketch 11. Cert. of Occupancy Date ' -j -C-b;- Card B-1 Date Card B-1 Date V Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. ' Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve _ 5. Electricity; MH Test 6. Water, MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric B. Fnng.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BPO51125 B. C. Building Permit 01-16-04 pg 1 LICENSED CONTRACTORS DECLARATION I hereby affirm under penally of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 06/13/2005 APN: 027-290-027-000 the Business and Professions Code, and my license is in full force and effect. License Class: u % Site Address: 3226 MACKINTOSH AVE PAL 4Lise Date: s Contractor 4 0111 Map Index: Description: NEW MH ON PERM FND 2288 p OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that 1 am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: MOSKAL, JEROME & SHEREE to its issuance, also requires the applicant for such permit to file a 986 BLACKHAWK DR signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section BEAUMONT, CA 7000) of Division 3 of the Business and Professions Code) or that he or 92223 she is exempt therefrom and the basis for the alleged exemption. Any 951 300-7138 951-845-4621 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 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 Applicant: FLEETWOOD HOMES pp Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, 2243 FEATHER RIVER BLVD. provided that such improvements are not Intended or offered for sale. If however, the building or improvements are sold within one OROVILLE, CA 95965 year of completion, the owner -builder will have the burden of 530-532-3301 proving that he or she did not build or improve for the purpose of sale.). ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: FLEETWOOD HOMES and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 2243 FEATHER RIVER BLVD. ❑ I am Exempt under Article 3 of the Business and Professions Code OROVILLE, CA 95965 530-532-3301 Date: Owner: License #: 785185 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 Architect: iS issued. Engineer: I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurancecarrier and po�cy tuber are Carrier: Total Square Ft: 2288 S.F. Policy #' �^ �i Valuation: $148,720.00 Census Code: is ❑ I certify that in the performance of the work for which this permit issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, V and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply those provisions. VI► /with Date: Applican WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit i ereby issu -u er t plicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resolutio to do w, � d' ted a ove for hich fees have been paid. Name: By: Date: PERMIT EXPIRES ON:�'��'�� Address: Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or docurpent of Butte County. I hereby for inspection pur o s authorize representatives of Butte County to e pon the above mye�nf nedproperty e �6 K Print Name: //���`` L Signatu e Date: ❑ Owner ❑ Contractor Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 'd-, +s I MAY 03 30, BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVELLE: (530) 538-7636 - CHICO: (530) 891-2834 .OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION l4oKoffice use only: OWNER Name wo Address Address City State Zip Phone L c Zi Phone Fax?67 ✓ � tib . 8 1 E-mail E-mail l4oKoffice use only: CONTR CTOR Name wo , ddress Address City City l16 Phone Stag Zi Phone Planner Fax, -5-7e-3 ~> E-mail TFakS Lic. #51- gzJ Clas l4oKoffice use only: ARCHITECT/ENGINEER Name neAIOM4 Flood Zone , ddress SRA City a e Zip Phone Fax E -m ' State License Number l4oKoffice use only: APPLICANT NAME Name neAIOM4 Flood Zone Address SRA EYes2 No Occ. City -le tat ZiPhone Page V 1 Planner Date Approved: TFakS E-mail l4oKoffice use only: Zoning, Property Address FJl�e Flood Zone SRA EYes2 No Occ. Type Const '•ibdivision Name Map Book Page Lot# Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. BPDS 11 BIN # LOCATION ) -116 Amount 1 1 Bldg D (_ SRA Property Address FJl�e Cross Street WORKER'S COMPENSATION Policy Number t I C_ S-e-2s� �V Carrier rsh If hiring anyone other than lic se 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: U Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by ) -116 Amount 1 1 Bldg D (_ SRA Receipt #: \y Sheriff SMIP Date: � � 2� Other Total ✓.\C!\phnO%CI III Dnne 1 ,.eo Mn/ A — — COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER l7T Proposed Building Use: N �N M I NL Permit Technician: C� Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. tn 11"J . 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) FIooLPlan. (D) Tie down or fnd plans, all in -duplicate.. ❑ 9. 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. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form N 13. Acknowledgement of building permit application without required clearances. ❑ . 14. Other &aong items needed to issue the permit. (May require additional plan review upon receipt of the following items.) % 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable 16. Fire Sprinklers............................................................................................ ❑ 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... n 19. Erosion Control Plan Required........................................................................ 9J 20. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 21. City of Chico Plumbing permit........................................................................ 22. Site plan and business license approval from the City of Biggs .............................. /V 23. California Department of Forestry plan approval ❑ paid. Sent by:�S 24. Planning approval for (A) Use: LB)Parking: (C) Parcel Check:.....✓...... O� \ 25. Contact Land Development about _ Improvements, _ Drainage ........................ �]/ N 26. NPDES Form............................................................................................. ?7t/I/9-rzs 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... 31. Letter of Signature authorization .................................................................. 32. Recorded copy of Agricultural Acknowledgment Statement ................................. 33. Existing violations and/or expired permits......................................................... ❑ J4. Dee Diction....................................................... ......... .................... . egal description, ❑ M.H. Title, title search, registrati or MC C�eCi ❑ 36. Other: ❑ 37. Other: cc a When issued kTelephone 12,a� f6TZ/> 57 3 Z-�nd hold for pickup. I have been in rmed of the above i ems an requirements for obtaining a building permit. Applican • Date: 1. Inde��yyPP�� it application f v Plan Check Letter 2. Addit{nal items required �t� - Con�ontractor esigner, owner, a is e e a e data ay ons, mail, ❑counter, by Date: esigner, owner, wa advised of the above data by phone, ❑mail, ❑counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date:lans approved by: Date: U J Structural reviewed by: Date: Structural approved by: Date: 4Zr Note transfer by: Date:lot, �Yellow: Building Divisio. ��� u /J��-�Vk� �! i -�'- Pi!��(/ �e vis �G�t/�%/d5 �� a47&- f�-5e1 �vr ✓ro isS a.e. IF 5poS' // 2_S COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES �/�J Website: www.buttecounty.net/dds OWNER i 00 A.P. # D Z�-29(J'-OZ7 PROPROSED BUILDING USE NL --W A4 N -S rr, PP.0 Fmo iqy BUILDING PERMIT FEES --- Balance Due ..................... $ / --- FEMA Flood elevation review ... $ DATE y Z 1' _6 5— RECEIPT # DATE REC. g --- Additional plan checking Fee.... $ 2. SCHOOL DISTRICT FEES L91 (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg.�QUA'IGILbI , (icy(�,°GUtN}vc- 4. RECREATION DISTRICT FEES aid at Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES T7 � COUNTY WIDE (per dwelling) $ `3 11 -7 4 T CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ RTH CHICO SPECIFIC PLAN (per. dwelling) Zoning $ _ 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) L 2� o _ 7. WATER TENDER FEES BATTALION # 00 (paid at Building Division) 8. SMIr JP/ -$M. �64 o��� 9. OTHER 10. OTHER 11. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed d)m?it g the plan checkin pros. APPLICA DATE Pursuant t9l emment Code Section 06020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 ds from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 3/05) Y Butte County Department of-DevelopineniServlces T 7 County Center Drive 0 a / Oroville, CA 95965 0 G (530) 538-7601 Telephone C ='"'� o (530) 538-7785 Facsimile BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I ',request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. r I hereby acknowledge: • I need to submit applications for septic andlor well to Butte County Environmental Health immediately. • I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained • I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building_ permit or require 'submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not .limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant N Building sit( APN: Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: ATURE OF DATE w Copy to Applicant/EH/File K:Forms/BidgPermitwithoutClearances 020705 Q�Q Pg ENT 0 . ✓ 6VT7" �O o 0 0 C , 1 ° J C \� 0— c@U- `45 Department ..0 o u n t y i. micnael crump, Wrector f Public Works o f B u t t e LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN I ACRE1 Project Description: Project Location and/or Parcel Number:✓�� y- By signing below, I, the project owner/owner's 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 build -outs 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 Control 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 a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. V Signed: Title: Date: Less than I Acre NPDES & SWPPP Compliance Certification Butte County Stone Water Management Program Revised 5/24/04 4 ENCROACHMENT PERMIT County of Butte Department of Public Works 7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext. 2016 Fax: (530) 5384356 Download Forms: www.buttecounty.net/publicworks/forms.html NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Permit Number District Phone (530) 538-7157 Ext. 2016 .5. Date Paid: 26. Amount Paid: 27. Paid By: - APPLICATION I WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads id highways, all in accordance with County ordinances and general laws. All information exce t signature must be ed or legibly printed.) Applicant's Name: la.CompanyName: Address: d� Phone: 4. Assessor's Parcel Number. o Location of Work to be Done �f D 9- L l S Applicant's Signature 7. Date: CONTRACrf0R'S INFORMATION Contractor's Name L Address j•(I (� D. Phone: 11. Fax: 2. Contractor's License Number G U 13. Certificate of Insuranc ' Yes NO: E ' 4. Contractor's Signature: 14a. Date d: 5. Authonzed r O BE DONE PERMIT GRANTED e t compliance with the above request; and subject to all terms, conditions (including those on page 2 of this permit form) and special conditions written below, ermission is hereby granted lnderground Service Alert (USA.) must be notified two working days prior to any excavation. 80D-227-2600 I- ❑ All work shall conform to accomoanvinh: Detail ❑ Plans ❑ Special Conditions ❑ 2. Date Issued 23. Expiration Date: 24. Surety: .5. Date Paid: 26. Amount Paid: 27. Paid By: - 28. Receipt No.. Aike Crump, Director of Public Works By: , ;or County 29. Final Inspection Date: 30. Inspected By: ❑ ompl'e - K ❑ Completed — Not OK ❑ Add' ' nal Comments Attached ustoniy: 31. Comments: 40te: Itpermits are taxed to any number besides (33u) .)." »o, racy can oc ucuaycu up w ouc wccn. f GENERAL CONDITIONS it is understood and agreed that the County has prior right to the use of its rights of way. It is further understood and agreed by the Permittee that the of any work under this permit shall constitute an acceptance of all the provisions contained herein and failure on the Pemmittee's part to comply with any on will be cause for revocation of this permit Except as otherwise provided for public agencies and franchise holders, this permit is revocable at any time. ermit is to be on job at all times whle. the work is being done. All work shall be done subject to the supervision of and to the satisfaction of the Pubfic Works Department of the County of Butt. The Permittee shall, !mes, during the progress of the work, keep the County Highway in as neat and dean a condition as is possible and upon completion of the work granted shall leave the County Highway in a thoroughly neat, dean, and usable condition. The Permittee agrees by the acceptance of this permit to properly maintain any encroachment placed by the Permittee on any pad of the County ay and to immediately repair any injury to any portion of the highway, which occurs as a result of the encroachment, until such time as the Permitlee may wed of the responsibility of such encroachment by the County Department of Public Works. It is further agreed by the Permittee that whenever construction, reconstruction, or maintenance work upon the highway may require the installation :d herein shall, upon request of the County Department of Public Worts, be immediately moved by and at the sole expense of the Permittee. No material used for fill or backfill in the construction of the encroachment shall be borrowed or taken from within the County right of way. At least one lane of any public road, under the jurisdiction of the Board of Supervisors of Butte County, andother public roads junctioning or cling therewith, shall be kept open for Navel by the general public at all times. No public road under the jurisdiction of the Board shag be dosed to travel by feral public without special permission, in writing, from the Board of Supervisors. The Permittee, by the acceptance of this permit, shall assume full responsibTfy for all liability for personal injuryor damage to property which may arise the work herein permitted or which may arise out of the failure on the part of the Permittee to do the work provided for under this permit In the event any )f such liability is made against the County of Butte or any department, official, or employee thereof, the Permittee shall defend, indemnify, and hold them cit of them harmless for such claim. All excavations shall be backfilled and compacted immediately after work therein has been completed. Trenches shall not be left open farther than 300 advance of pipe laying operations or 200 feet to the rear thereof, unless otherwise permitted by the Engineer. Unless otherwise permitted under the 1 Conditions, backfill 'shall be place and mechanically compacted in such a manner that the relative compaction throughout the entire fill within the County ;ht of way shall conform to the percentage of compaction as stated below. Permittee shall notify foreman 24 hours before backfilfrng and/or paving. a. The relative compaction from the bottom of excavation to a plane five feet (6) below finish surface grades shall be no less than ninety percent (9011%) as determined by Test Method No. Calif. 216-0 of the Materials and Research department State of California, Transportation Department, Division of Highways, or other approved test method. b. The relative compaction from a plane five feet (5) below the finish surface grade to said finish surface grad shag be no less than ninety -fire percent (95%) as determined by the above testing method. Permittee shall bear all costs and responsibility for compactimh tests. a The relative compaction from a plane five feet (5) below the finish surface grade to said finish surface grad shall be no less than ninety-five percent (95%) as determined by the above testing method. Permittee shag bear all costs and responsibTty for compaction tests. Material for use as trench backfill in any existing or proposed roadway section shag be sand, shag be place in 8" ffts, and be compacted to a relafive compaction of not less than 951%, Material for use as backfill in roadside gutter excavations shall be the native material and be compacted to a relative compaction of not less than 90%. ' Any pavement cutting shag be scored, or saw cut before trenching Minimum depth of cover over all underground facilities shag be 30 inches, except drainage culverts. Ag installations, parallel with roadway, shag be placed as dose to the right-of-way line as possble. No portion of the backfig(s) shag be compacted by ponding or jetting All pavements, curbs, gutters. sidewaft, borrow ditches, pipes, headwags, road signs, trees, shrubbery. and/oer permanent road facilitiesimpaued by or aS a result of construction operations at time construction sr aor th(s), or at o9u grounds) occupied by materials and/or equi;iment, shag be restored immediately upon baddigting or the excavation to the original grades and truss sections, and to a condition as good as, or better than, existed prior to the construction. ADfob surfacing ONE WEEK of roadways and driveway approaches cwt or damaged by or as a result of construction oPemtions, shall be replaced withiMowing the baddiilGng of excavation, weather pe mit5ng, with compacted layers of surfacing materials at least as thick as the existing; and no less than two inches (2) of asphalt concrete over eight inches (8' of aggregate base, according to current Cafromia State Specifications. Whenever necessary to secure permission from abutting property owners, such authority must be secured by the Pemirtlae prior to starling work. The future safety and convenience of time taveting public shag be given every co sideration in time Iocafion and type of construction Permiftse shall b be placed, erected, and maintained all warning signals, fights, barricades, signs, and other devices or measures essential to i public over and at the site of work authorized herein �� the If the construction work covered by this permit is to be done by a private contractor Hued by the applicant, applicant shag notify contractor as to the conditions and requirements contained herein. Page 2 of 2' PLAN REVISION/RETURN Owner's Name: V V I,US BP#: 05 l S - Date: �e Contact Person & Phone Number: AP#: D oq� O, D,-7 Received By: C*�,A Time: 0/ -to PURPOSE OF RE -SUBMITTAL OR REVISION ❑ Permit Application Data Sheet Item ❑ *Engineering *Plan Revision `I ❑ *Requested by Building Inspector's Correction Notice — Inspector's Name: ❑ Requested by Plan's Examiner — Plan Examiner's Name: ❑ Other: *If revising a plan which has already been issued, submit two (2) drawings reflecting the revision for plan review along with your approved plans. If engineering is involved in this revision, the engineer must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Revised drawings must clearly show changes proposed and locations involved. WHEN APPROVED, PROCESS AS FOLLOWS: ❑ Mail to Owner/Contractor at this address: - ❑ Call ❑ Deliver with next inspection. and hold for pick-up. Minimum revised plan check fee to be collected at time of submission of revision, plans examiner will determine if additional plan checking fees are needed: ❑ Minimum $54.99 Receipt #: Fee not required for revisions requested by plans examiner prior to issuance of permit. ❑ Additional Fee Amount: Receipt #: Revised 2/04 .�� ars>�^s2A 'U O '/ � � �, iC;0'�UNTY /-/�'.Ii E SCHOOLS IMPACT FEE CERTIFICATION (One form per Building) FORM 2 b. �!r ��~� 6/ �/'D s School District / /i��C� ( t.—� Department No. Number Z7-210-027 Jurisdiction:', City '� ©County ProW4 Owner:4-- Property Location/Address Com/ /AmrK1-'VrDS/f Subdivision ~ e Lot No. ................... _..... _.................................. :_ ......... ..................... ..... Residential Development Q Q Q Sq. Footage 'Supplemental 2 No of Living Mobile Home Addition/ to (Group R) Units Installation Conversion Permit # *(No foundation inspectlon) .................................................................................................... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial Building Departrhentlkel 0 Addition Sq. Footage (Including Exterior Roofed Areas) y_ 2 9-6 S' Date District Identification' No. '05,03 I I e ( I M'J aff, School District certifies that ' y US k, J (Applicant) (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. �/ S 9 by payment of $ Z.Sr representing 2� square feet. 2926 $ FULL MMGATION $ School District epresentative Dates i'•r' ;7 Paid by Check # Remarks: Notice: You may protest the Imposition of the fess identified above by submitting a written protest to the District. In compliance with Government code Section 66020(a), whhin ss 90 days from the date fen are paid. Failure to submit a timely written protest wlll'prohlbit you from challenging the Imposition of the fess In any court action. K, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the school District Is rroFill, 'by On applicable Local Planning Agency that this project Is being reviewed under the California Environmental Quality Act (CEQA). this project may be subject to additional school fees to fully nAdgale.its Impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feefwm.x)s 00/03)dmm BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM -FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) 0 CHICO AREA RECREATION AND PARK DISTRICT (CARD) ❑ PARADISE RECREATION AND PARK D TRICT (PRPD) ❑ DURHAM RECREATION AND PARK ISTRICT (DRPD) Assessor Parcel Number (s) .0 2 7--290 '-02 7 Building Permit Number Property Owner (s) O5<4—) Project Location /Address Subdivision Name New Development Alteration/Addition(s) Mobile home btz/L-7�/{�l�C/fiti Assessable Sq. Ftge Type of Residential Development (check one) Single Family -Detached Single Family -Attached Non -Residential to Residential Multi -Family Dwelling Mobile home replacement verified by Assessor Department Demo Permit (date issued ) Comments: r verified by Building Department Building &Gpifi-tment Representative Date 0 FRRPD 0 CARD ❑ PRP ❑ D D certifies that: Applicant ame Phone Number Mailing Address City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of - Dwelling Units @ $ Square Feet @ $ _ Remarks: Paid by Check No: Paid by Cash: Recreation and Park District Representative, KAFORMSWILWNG FORMS\park-rec standard form rev Ldoc per unit for a total of $ per sq foot for a total of $ Receipt No: 1 b 86�p 2005-0032088 Recorded 1 REC FE i0.00 AND WHEN RECORDED MAIL TO: Official Records I tyy of 1 COPIES 2,50 BUTTE COUNTY BUILDING DIVISION CounButte 1 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 CAMACE J. GRUBBS I County Clerk-Recorderl 1 MP 09:5M 06 -Jun -M I Pane 1 of 2 . IIIININ111111111111111i1�111�111 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this. property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date -�� i �c�c�5' PRO411 RTY OWNERS: e�' State of Cali rnia �" ) County of�+!�Q(L ) Alto Cuc On before me,. 1 personally appeared r (�personally known tome (or proved tome on the basis of satisfactory evidence) to be the person(s) whose name(ar subscribed to the within instrument and acknowledged to me that+efsl the executed the same in,•Iti h the' authorized capacity(ies), and that by his hei ignature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS in and and ficial se ANNA MC Signature Seal; _ �Ml� CommissionZ Notary Public - California A.P. # &® ..R 0 -1 -7 Riv®rsid®CauMy C.QMM. Edi— Jul28. 20135 b y' o ; 4s r nn odu kfyy db3i FIDELITY NATIONAL TITLE 0007/007 w Exhibit "A" Real property in tfte unincorporated area of the County of Butte, State of California, descrlbcd as follows: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, BEING A PORTION OF SECTION 22, TOWNSHIP 18 NORTH, RANGE 4 EAST, M.D.B. & M., WHICH PARCEL MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 18, 1980, IN BOOK 79 OF MAPS, AT PAGE(S) 86. EXCElMNG THEREFROM ALL THAT PORTION OF SAID PARCEL 1 LYING WITHIN THE FOLLOWING DESCRIBED LAND: BEGINNING AT THE NORTHEAST CORNER OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, BEING A PORTION OF SECTION 22, TOWNSHIP 18 NORTH, RANGE 4 EAST, M.D.B. & M., WHICH PARCEL MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 18, 1980, IN BOOK 79 -OF MAPS, AT PAGES) 86, THENCE NORTH 89 DEG. 58'53" WEST 10.89 FEET, THENCE SOUTH 1 DEG. 36' 19" WEST ¢59.29 FEET, THENCE SOUTH 89 DEG. 53'440 EAST 14.24 FEET, THENCE NOM 1 DEG. 18'4V EAST 659.23 FEET TO THE TRUE POINT OF BEGINNING. PARCEL HEREIN IS PURSUANT TO A WAIVER OF NT A PARCEL MAP, APPROVED BY THE COUNTY OF BUTTE, RECORDED ]UNE 3, 1981, BOOK 2628, PAGE 124. AN: 027-290-027-000 Z05cription: Butt®,CA Dormant-Yaar.DoclD 2005:14192 Page: 3 of 9 ordar: m Comment: 04/28/05 THU 14:38 [TX/RX NO 75671 0 007 FOUNDATION SYSTEM CERTIFICATE OF OCCUPANCY BUILDING PERMITS NUMBER: 05-1125 Address or location of unit: 3226 MACKINTOSH AVENUE, PALERMO, CA 95966 Legal Description of Real Property: 027-290-027 SEE ATTACHED (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: JEROME AND SHEREE MOSKAL Owner's address: 3226 MACKINTOSH AVENUE, PALERMO, CA 95966 INSIGNIA OR HUD NUMBER: WAS0095423/24/25 SERIAL NUMBER OR V.I.N.: WAFL531A/B/C18923V013 MANUFACTURER'S NAME: FLEETWOOD YEAR: 2006 OFFICIAL APPROVING INSTALLATION: DATE: 0� - 1 4 PHONE: (530) 538-7541 H.C.D. 513C -�ece�v� ko� Ist h�nQ (iolilioi3) Building File: TRUE or FALSE ADM Use Permits TRUE Ag. Acknowledgment TRUE Approved Bldg. Plans: 'FALSE Approved Floor Plans FALSE 'Approved Site FALSE _Plans` Calcs. 4. _ FALSE CE Letters TRUE CE Photo FALSE Citations FALSE , Information) FALSE iComplaiaritn Complaint _ TRUE _ Correspondences FALSE Deed Restriction TRUE Pevatlon Certificate j `FALSE Energy Forms (CFR) TRUE LEngineered or Stamped Documents FALSE Fee Est. TRUE Fire Reports ? N.C.D. 613 ( cert. of occupancy) TRUE , Inspection Notices ( corrections) TRUE �C&ter of Authorization' tFALSE; Letters from other Depts. FALSE MH Installation Info. TRUE MH Support Data Sheet TRUE Notice of Ltd. Use Documents TRUE Owner Builder Info. TRUE Owner Declaration Ltd. Ag TRUE Permanent Foundation (433A) Form TRUE Permit Application Data Sheet TRUE Permit Applications i TRUE Plan Change Forms TRUE Request for Copies ,FALSE , School & Park Forms TRUE Scope of Work TRUE Soils Reports t.. _ FALSE Workers Comp. Info' ,FALSE-. Zoning Affidavit TRUE Tor STATE OF CALIFORNU NUMBER: ICS BUSINESS. TRANSPORTATION AND HOUSING AGENCY DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT n=8396 DIVISION OF CODES AND STANDARDS L MANUFACTURED HOUSING PROGRAM MANUFACTURER CERTIFICATE OF ORIGIN OtSTIMUTIONI ORIGINAL (PINK) FORWARD TO THE tNVENTORY CREDITOR. UNLESS TNERE 16 NONE. THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). COPY 1 (WHITE) FORWARD TO THE DEPARTMENT AT P.O. BOX 18211. SACRAMENTO. CA 95812.1828. WITHIN FIVE IS) DAYS OF RELEASE. i COPY 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. COPY 3 (GOLDENROD) TO OE RETAINED BY THE MANUFACTUREAL HCD 481.0 • SIde 1 • (7197) Z00/Z00Q� Aim 3L,Lt1H "-+- 3I1N3 31IIAOSO NOG33HA b0££ Z£S 0£S XN3 69:91 133A 90/6T/80 ❑ CHECK IF THIS IS A DUPLICATE MCO -ENTER ORIGINAL MCO NO. MAN FA�6TURED HOME OR MULTWNII MANUFACNE!E X NUMBER OF SFO (SINGLE FAMILY DWELLING) 13MUMM (MULTI -UNIT MANUFACTUREO HOUSING TRANSPORTABLE SECTIONS 3 COMMERPIAL-COAQ OCCUPANCY GROUP MANUFACTURER NAME: MANUFACTURER LICENSE NUMBER: FLEETWOOD HOMES OF WASHINGTON, INC. #031 MP1082465 MANUFACTURER ADDRESS; SUGG ST D RETAIL PRICE: 211 5TH .STREET WOODLAND. WA 98674 Slt08t G Stale Zi MANUFACTURER TRADE NAME MOOEI NAME AND/OR NUMBER: DATE OF MANUFACTURE; VOGUE 76048 2006 06/06/2005 NAME OF DEALER OR TRANSFEREE (OWNERSHIP TRANSFERRED TO): CALIF. DEALER NUMBER OR DATE OF TRANSFER: FLEETWOOD RETAIL CORPORATION OF CALIFORNIA TRANSFEAEEDESIGNATION; DBA: FLEETWOOD HOMES OF OROVILLE 1061581 06/10/2005 DEALER OR TRANSFEREE ADDRESS: Iree243 FEATHER RIVER OROVILLE $ CA 95965 Ci State INVENTORY CREDITOR NAME: Zi RpEpT�AII�L�gCgORP VFELNEETTWCORO�D. INFLBETWOOD HIISINESS SERVICES 10700 NORTH PRM WAY, SUITE 900 scree TX (City)HOUSTON Smote 77037 SECTION 1-6 MANUFACTURER SERIAL NUMBER NCO INSIGN ^ OR HUD LABEL NUMBER LENGTH WIDTH WEIGHT INCHES INCHES POUNDS 1 WAFL531AIS923-VO13 WAS0095423 720 160 26,950 2 WAFL531BIS923-VO13 EAS0095424 720 160 25.500 3' WAFL531C189'Z3-V013' WAS 0095425 720 160 27,000 TRANSPORTER NAME: WESTSTAR SYSTEMS, IN TRANSPORTER ADDRESS: S4eal l (Stale) Zi DESTINATION FOR UNIT DESCRIBED ABOVE: NAME SVea C Store Z' A m* ~ PeraflT a pMwy undw or Iona of ow Stas at Cewo"4 mum above leas aro aue am aNnKL E,Ieaaeeen 06/08/2005 a WOODLAND COWLITZ WA (Date) qI (CovM) (State) 1 _�Iy� SIGNATURE OF AUTHORIZED AGENT; /(r///-64 i �,�:.., OtSTIMUTIONI ORIGINAL (PINK) FORWARD TO THE tNVENTORY CREDITOR. UNLESS TNERE 16 NONE. THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). COPY 1 (WHITE) FORWARD TO THE DEPARTMENT AT P.O. BOX 18211. SACRAMENTO. CA 95812.1828. WITHIN FIVE IS) DAYS OF RELEASE. i COPY 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. COPY 3 (GOLDENROD) TO OE RETAINED BY THE MANUFACTUREAL HCD 481.0 • SIde 1 • (7197) Z00/Z00Q� Aim 3L,Lt1H "-+- 3I1N3 31IIAOSO NOG33HA b0££ Z£S 0£S XN3 69:91 133A 90/6T/80 23„_2005 14:38 FAX 530 899 9531 FIDELITY NATIONAL TITLE ntwkuou FICOUEDIEW r _ REOPJDING M By AND WEMN RECORDRD MAIL To, Sheree Mosical 986 Blacithewk Drive Bew;nwnt, CA 922223_8516 ctku_ 1 'Tb A.P.N.: 037-2-90427 Order No.: 1a005/007 200 —0 M1 e+ 1 3Z Recorded officialRecords I RSC FEE 13. e0 i TAXCa53.30 Ca'lWCE J. Mw Recorder 1 I RGSEARY DICN6Yld1 I 09:2UNistact MAir-2m I Pagenl of 3 Above UU Linc for Rcoonkes Use On(y Escrow No.. 16101 EO GRANT DEED TH vPiDSRSIGNBD GIZANTDR(i) DECLARED) THAT DOCUMENTARY TRANSFER TAY JS-- COUNTY .50 j computed oa full value of pro�e�ty coov , or Jl �palted on full value less value of llettfeuOambran= r=Lkning at time of mac, UWUCOrporgad area; [ ] City of vine ,end FOR A VALUABLE CONSIDERATION, Receipt of which is hereby acknowledged, Douglas A. Stith LII and Ann Marie Smith, iiu&bmW and Wife as Joint Tenants hereby GRANT(S) to .JeZvmeM=kal and Sheree Moskal, husband and wife as joint tenants the following described prW ty in the City of Orovllle. County of Butte State of Califmia: See Exhibit "A” attached hereto and made a part )ru mr. _� wrlwz v e. =,02 y DOCttit CM Date: M=h 7.22005 STATE OF C COUNTY OF ),SS ) pmondly Appeared rn y%A personally known to me (or pmvea to on dye bub of wnabrcwry ev• ) m be dye pan and ackiural�ed tc me dw b06he(�p =wd the um In hWbet idiod=iW tee) the eQttty upon behatf of vrpkp d►e W� sad7_41, mmmos aewdr ateateed dye iosuunmL s m, 47 � o A. k r albad to dye wldan is mtemrat that by turta on the wsma ant This atea for oMiel metrial oral. Mail Tax Statc=u to: SAME AS ABOVE or Address Noted Below Daaaription: Dutta,CA Doaumwnr_year.Doa= 2005.14132 Pape: 1 of 3 order: mmm int: AA /00 /AC •T", 1 A. - rT-- •- --• I'1. .. ..� -04/28,/2.005 14:38 FAX 530 899 9531 FIDELITY NATIONAL TITLE S I ftOM MID VALLEY Ia006/007 (NOR) 3 7. 2005 13 AUST. 13 ;,8/6`10.541 `1692277 P 6 orfs Nwkm 0401-al&n pawmnbr s E')(HI 8/ r li _ L86AL oSCRUpT10" P PeM in the unftWMVmd ana d the County ci 8utbg, Slade of UcxnW, dWal*d as MUM PARCEL 1, AS SHOWN ON THAT COtTAIN PARt2L MAD, BEING A PO=14 OF SECTION A TOWNSHIP 18 NORTH, RANCH 4 EAST, M.0.6. & M., WHICH PARCEL MV WAS RECDMW IN THE OFFICE OF TME RFCDADER OF THE G xim OF ams, STATE OF CN.IFORNIA, ON 40 4BER 18, M, TN BOOK 79 9F MAPS, AT PA W) 66. t~7XVnNG THAM ALL THAT PORTION OF SAID PAR(T;L i LYING WITHIN THE FOLLOWINQ 09SCRIBHD LAND; BEGDMW AT TKE NOR7HOM ODRNER pF PARCEL 1, AS SNDWN ON THAT CWAtN PARCEL MAP, BE= A POMMN OF V.LT I'u, TOWNSM 18 NORTH, RAMM 4 EAST, M.U,B_ A NL, WHICH PARCEL MAP WAS RECt7jtDED IN THE OF"M OF THE R=DER OF THE aWrY OF MJTTE, STATE OF CAUKKNK ON NOVEMER 38, 19M, IN X= 79 OF MAPS, AT VAGEM 861'fHBOM NORTH 89 DM Sr 53" WEST 10.89 F@ET, THENcj SOUTH 3 OE6. 36,19" viESf 659.29 FEST, T"B CE SMI 89 DM-. ST 41` 5W 14.24 PUT',TFit:It10E NORTH 3 DM lir 49" FAST 66933 FEET TO 771E TRUE POW OF BEGINNING. PARM MERgW IS PU PSUANt TO A WAWM OF A PAROL MNP, APPRMW pry "e CMIMTY UP WJTTL RIBMM*D 3UNG 3, 1981, BOM 36x8, PAGE 124. APN: OV-291D-Oi .M d V. Dasariptlon. Butto,Ce Doaameat-year;� •ui•"I':�r ; DolXD .20'0'5 141.32 8ayro:�2 Aof3 order: m=Co�+ent: BUTTE COUNTY PERMIT NO. OUTreo DEPARTMENT OF DEVELOPMENT SERVICES 0 BUILDING PERMIT BIP(151125 2414OUR INSPECTIONM (630) 636-7636 JOROVILLE) (630) 691-U34 (CHICO) 45411 OFFICE#. (630) 638 Vj � 6�,Z 2- � ou _LICENseo CONTRACTORS DECLARATION I hereby Ohm under penalty Of perjury that I am licensed under p,aVladn5 of chapter 9 (cornmencirilIWIth Searm 7000) 011DIvIsion 3 of issued Date; 06/13/2005 APN: 027-290-027-000 I" Business 9M projesitforls Code. and my license Is In Full force Ond effect LI le 6 Site Address: 3226 MACKINTOSH AVE PAL LICOPS Class; blu"'ISM' Map index: Data: ILe,,i_,L1 corkulictor::: OwNER-BUILDFR DECLARATION Description: NEW MH ON PERM FND(2288) I hamay affirm under PmWty of peqwy am assimpil from 0a contractors' State License LOW for ills reason (Set 7031.6 Business and Profes3larrs Code: Any city Of county which require$ a Owner. MOSKAL. JEROME & SHEREE pormat to construct. alter, Improve. dernalmli. or tcOO1r any Structure, prior to Its Issue.. . also requires the applicant for much permit to File a 986 SLACKHAWK DR signed statement that he Or she 15 licensed pur3vart to the PlOut5tor"' Of BEAUMONT. CA the Conarector's Stafto UmAlle I ew (Chapter 9 commencing with, Section 7000) of Division 3 of the Business and PRI103310nit Code) Of that he Or 92223 she is exempt therefrom and the basis rot the alleged elimination. Any (951)300-7138 (951-845-4621 violation of Section 7W.5 by any appucent for a pOnnn subleats (he applicant to a civil penally of not more than five hundred dollars (3500).): I. as owner at ine properly. or my advormes wilih wages an their sale compensation. will do 1119 work -Ind the ildruelirre 19 no' intended at offered far sale (Sec. 7044, gustiness and Professions Applicant: FLEETWOOD HOMES Coda: The ConlrodOIS' State License Law does no' Apply 10 an owner a, properly Who builds or improves jh~, ams who does -on work hanself or herself at through fit, of her own emlstayct'— 2243 FEATHER RIVER BLVD. providad that such imillf(Weirwrits am not "dendied or offered for OROVILLE, CA 95965 Sale. it however. the building of improvements are Sold within One year or completion. the owner-OuIlder Will haric the bulde" OF 530-532-3301 pro*g that he at she did not build of IMP10,11 for [he Purpose Of gale.). 1. as "net at the imals", am exclusively Octilt0oung with licensed contractors to construct the Prolect IS- 7044. Business and Profession$ Code. The Conuactere State License, La. does Conti,actor: FLEETWOOD HOMES not apply to an 0-61 of properly who build$ or Impronit thereon. and who contracts for such VIOWILS With B MWOCIpr(s) kWBGd pursuant to the Contradson* state License LOW.). 2243 FEATHER RIVER BLVD. I am Citempt under Article 3 of the Business and Profession: COdO OROVILLE, CA 95965 530-532-3301 Date: — owner: — WORKERS! COMPENSATION DECLARATION License 0: 785185 1 hereby affirm under, penalty of pedury one of tho ronowing oecterrations: a I move and will maintain a coffilkslo of consent to 9L4[.tnsive for wofkm' cormireftsatium. as provided tar OF, Section 3700 of the Labor Code. for the performance at the work for viduCh this perritil Architect; is mued, Engineer: I h ve and win maintain Workers' COMP"Slit"n Insu"mce- -15 required by section 37co the Labor Code. for the perfOrROFICIO Of the Work far uMcf, "a permit is issued. My workers' compensation 0- cy - a Invirance carrier did cy, we Clarion. Total Square Ft: 2288 S.F. Valuation: $148,720.00 Policy 4: I teroy that in the performwice of the work rot WhIch this permit Is Census Code: issued. 1 Snag not efrOlOY any Person in any manner so as to oecome, Subject to the workers! compensation laws of cavorma. and agree met it I Should become subject to the workers' compensation FrOVISO115 of Section 3700 01 the Label Code' 1 5"ID hathwilth Car" With UVM provisions. / �,�Zt Appiltakil IM&Bt!W9; Failure to secure W*rkerf camPennumi Coverage 13 Unlawful, and snag subliect ark employer to criminal penalties and one hundred thousand dollars (sicil.tiou). in addition to the cost of compersiation. damages as provided for in Section 3706 of the Labor code. Irltorast. and aflomey's Ift% 3 of Me gUile CAumty, Code andfor CONSTRUCTION LFNDING AOiNCY This OR ere p I hereby affirm that there IS 9 COMAILICtiOn lending agency for the Rostalwal; to do Dean paid. Bjr. performance a, the Work [of Which this pownli Is imed (Set 3097 Civ.) Date Name, PERTI /�, Address: (Date) . I hgmayterlityllial the use ofthl3todfilliffh0ticoniplywith Secdons255OS.2,533, ond25534 9itivoCantornia Heallhand Safafty Code. which reglitriCtht, 9tOrAg0. handling and use of halanlotill matel1918. I California "Gam, & Safety Code 4 net epplicatie to the scheduled constructio; of ads project - C) Notification in accordance with Section 1198Z7.5 0 0 Attached wo capics of the required E.PA notintation terms. at, and that I am the ownwor the duly authorized agent of the Owner. logreela, comply Mill M111;,11 by sueolp I !?�� I hereby cortily that I have read this application. that the above information Is term all County and filAte laws rotating to building construction. I acknowledge It It unlawful to alief the Substance at any offoal form of document Of Cull , a County. I hcrLby authorize representatives ad Butte County 19 e��plm the above menlired property for Inspectiort purpor st print Name; I gnaw Dole: Agent (at Owner Q Agent Cot Contractor -'Q Owner 0 contractor 0. C. Building Pet -4 01-16-04 Of) I COO/Zoo (A &Lioo 3LLau 311yD 3111A00 W0031ild 170CC ZCS DES YVA 6Z:OT 1 1111 SO/ST/60 `f7T mfr � r Y:stte County Department oit 0ev*icprr,)n1 SsrAces Inspecilon Card 24 KCUR INS PEC'10N* (4130) !J% -7E36 (ORVALLE) (E30) 891-2834 (CMIC0) OFFICE 3: (530) 833-'r e41. FAL=. 4: (530)53e-2140 Visit out website at: ,Nww.buf1ic"0f.neVdds ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING InspectionType In Date Framin Rough Framing Rough Plumbing Rough Mechanical Rough Electrical Rough Gas Roof Sheathing Straps ShearTrenafer Shower Pan Rough Sprinkier Do Not Insulate Until Above Sinned Insufallon Wall Insulation Ceiling Insulation Do Not Cover Until Above Signed Shear Interior Shear Exterior Shear Braced Well wail Covering T-BarCei6n 1RCla Sheet Rock -1 er Sheet Reck-2n° layer SeparalioNLocalion Framing !O ening, Gas Test House Pipe Stucco Lath Scratch * Brown Finish Inspection Type Insp. Date Final Plumbing Final Mechanical Ffnal Electrical Final Insulation Certificate Final Sprinkler Swlmming Poo( Setbacks Poof SteeUPrs-G unite Electrical Bonding Enclosures b Alamo - Plumbing Electrical Gas Test Light Nitch Other Agencies Insp. Date Public works Sewer S ec ins ection Fire Department Underground Final Sprinkler Fire Final Temp Elect Auth Elect Authorization ) Gas Authorization Permit Finaled NOTES In , Date ou �!w�i hzfIT!j✓ Gr ycL sae. r ��e��/vb PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE. IF WORK HAS COMMENCED. YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION. ® ZUJ P:LL, ®® LU CL LLI (0� IL V)Uj Z fib 0zgz LLJ LL A. m ®� 0<>00- ()Zo Z0 0. (L0UAy ®xn U) (L4x�< F" >, du - Q z U �ceja U0 LU III LL UJ Z Q Z B. C. Insp. 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FOR OFFICE USE ONLY Zoning: General -Plan Desig: Size, Acres 4.00" PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAW __j USES: INTERIOR RIDGE SUPPORTS ' ' STANDARD PIER AS SPECIFIED AS SPECIFIED BY MANUFACTURER BY COACH MANUFACTURER i PLAN- Seale: I. _ IO' TRIPLE WIDE MOBILE COACH WIND g � ' REQUIRED, SEE TABLE. SPACE 1ST ROW T FT FROM END THEN SPACE EVENLY, o 12 0 12 4 'Ex157 MNG MOBILO [cg� ' EXISTING MOBILE' 'EXISTING MOBI E 04-07-04 V COACH BEAMS\M I/ COACH BEAMS y a' I/MACH BEAMSN 0 0 �a '/11 L!J ;oo" LLJ L3-1 Eb t LTJ 3� I 4 I 4 E I 11 4 I 4 E I -1 4 I 4 4 I�lll{�lylj 28', OR 32' m ELK F±l IK 0 8 0 12 4 4 PROTECTIVE COATED.a. E - Ep T 1' - 10' y 4 El 4 4 4 4 4 0 1 16 0 16 4 b a s o 0 a a I I I I I I F E `t' ED T ED FIND COACH SIZE, THEN ROOF PITCH. FOLLOW ROW ACROSS TO DESIGN LOAD. READ �ag] d 4 4 4 4 EP -0 N CUSTOMER MAY CHOOSE ONE OF THE FOUR PADS FOR THEIR COACH. V 7A' 7A' A7' Am'' E PLAN- Seale: I. _ IO' TRIPLE WIDE MOBILE COACH WIND INSTALL MINUTE MAN E.ARTti AUGERS 1 K-0 (XISTING MOBIL I/COACH BEAMS N EXISTING MOBIL VCOACM BEAMS N ' REQUIRED, SEE TABLE. SPACE 1ST ROW T FT FROM END THEN SPACE EVENLY, o 12 0 12 4 1' ti 10-01-03 PER TABLE 04-07-04 OR TRIPLE RIDE 4 4 4 Ep 4 'LACE SEISMIC PIERS N ROWS OF 4, 11I1 ����----11II I El o a v a a I THEN IB PIERS 6► 3:12 ii.PLATES: ASTM A36 111 a 4 SQUIRED PLACE 4 I�lll{�lylj 28', OR 32' I i 4 ROWS OF 6. PLANSeel.: 0 8 0 12 4 4 PROTECTIVE COATED.a. E - INSTALL MINUTE MAN E.ARTti AUGERS 1 K-0 (XISTING MOBIL I/COACH BEAMS N EXISTING MOBIL VCOACM BEAMS N ' REQUIRED, SEE TABLE. SPACE 1ST ROW IAFO SDOUBLE IIDEE IN ROWS OF 4 FT FROM END THEN SPACE EVENLY, o 12 0 12 4 1' ti 10-01-03 PER TABLE 04-07-04 BE FOUNDED IN ACCORDANCE WITH H.C.D. GUIDLINES AND TITLE 25. . O 4 4 4 4 I/coke" EEAMSN In �� l V/T OUTLINE OF Moet1E o a v a a . I I El 3:12 ii.PLATES: ASTM A36 W 4 I 4 4 `4 28', OR 32' I I 11, PLANSeel.: INSTALL MINUTE MAN E.ARTti AUGERS 1 K-0 � a ' REQUIRED, SEE TABLE. SPACE 1ST ROW IAFO SDOUBLE IIDEE IN ROWS OF 4 FT FROM END THEN SPACE EVENLY, o 12 0 12 4 1' ti 10-01-03 PER TABLE 04-07-04 BE FOUNDED IN ACCORDANCE WITH H.C.D. GUIDLINES AND TITLE 25. . O __L._ $EXISI[Wi MOBILE co ��•}!-'�� I/coke" EEAMSN In �� l V/T OUTLINE OF Moet1E o a v a a . I I COACH 3:12 ii.PLATES: ASTM A36 W a I I E T 0 e 0 B 4 0', 24', 26', 28', OR 32' .0 8 Ll.J LTJ PLANSeel.: 0 8 0 12 4 4 PROTECTIVE COATED.a. d h E - Ep T 1' - 10' I DOUBLE WIDE MOBILE COACH INSTALL MINUTE MAN E.ARTti AUGERS 1 K-0 UP TO 48 FT 2%:12 1 6 (OR EQUIP.) 2000 Ibs CAPACITY WHEN REQUIRED, SEE TABLE. SPACE 1ST ROW 2 FT FROM END THEN SPACE EVENLY, o 12 0 12 4 1' ti 10-01-03 1 COMPACTED FILL. -ASPHALT OR CONCRETE. FOOTINGS ARE DESIGNEDFOR1000 PSF BEARING CAPACITY AND SHALL BE. COMPATIBLE WITH LOCAL SOIL CONDITIONS. ALL FOOTINGS SHALL 04-07-04 BE FOUNDED IN ACCORDANCE WITH H.C.D. GUIDLINES AND TITLE 25. . O • $EXISI[Wi MOBILE co UP TO 48 Fr 4:12 B I/coke" EEAMSN In �� l V/T Q o a v a a . I I 3:12 ii.PLATES: ASTM A36 W a I I E T 0 e 0 B 4 UK .0 8 Ll.J LTJ UP TO 44 FT 4:12 8 0 8 0 12 4 4 PROTECTIVE COATED.a. d h E - Ep T w o I H Z3 SEISMIC PIER & I I 60' 6 FOUNDATION. PAD 5. THIS FOUNDATION SYSTEM 1S FOR PLACING MANUFACTURED BUILDINGS CONSTRUCTED 0 1 16 0 16 4 1 PER TABLE WITH LONGITUDINAL OR CROSS JOISTS. U o x 6. THIS FOUNDATION SYSTEM PLAN IS DESIGNED TO BE CONSTRUCTED ON A FAIRLY LEVEL GENERAL VOTES IREVISIONS UP TO 48 FT 2%:12 1 6 _ REFERENCE:CALIFORNIA CODE OF REGULATIONS, TITLE 25 AND U.B.C. 1994 EDITION. 05-02-03 MAA. ZWEN TV LUAU I 4U 1. DESIGN LOADS SHALL BE CONSISTENT WITH LOCAL REQUIREMENTS WHERE INSTALLED. 'UP To 78 FT 21A:12 12 o 12 0 12 4 2. FOOTINGS ARE TO BE SUPPORTED BY EITHER FIRM, UNSATURATED, UNDISTURBED SOIL OR 10-01-03 1 COMPACTED FILL. -ASPHALT OR CONCRETE. FOOTINGS ARE DESIGNEDFOR1000 PSF BEARING CAPACITY AND SHALL BE. COMPATIBLE WITH LOCAL SOIL CONDITIONS. ALL FOOTINGS SHALL 04-07-04 BE FOUNDED IN ACCORDANCE WITH H.C.D. GUIDLINES AND TITLE 25. . O WIDTH 3. STRUCTURAL STEEL: _ co UP TO 48 Fr 4:12 B a. SHALL CONFORM TO ASTM A36 Fy 36 KSI MINIMUM. FABRICATED ACCORDING TO ;AISC SPECIFICATIONS: In �� l V/T Q b. SHALL BE SHALL BE WELDED ACCORDING TO AWS SPECIFICATIONS: (_..1 3 c. 0 ELECTRODES: E70 3:12 ii.PLATES: ASTM A36 60' 6 a iii. BOLTS: STANDARD ASTM A307 0 e 0 B 4 Iv. THREADED ROD: COLD DRAWN LOW CARBON WELDABLE ^ E4 8 L) d. ALL METAL COMPONENTS INCLUDING NAILS & SCREWS ETC. ARE TO BE UP TO 44 FT 4:12 8 0 8 0 12 4 4 PROTECTIVE COATED.a. 0 ; E - 4. THE C.P. SEISMIC PIER SHALL BE LISTED AND LABELED BY CERTIFIED TESTING AND o CONSULTING SERVICES FOR THE FOLLOWING. LOADS: 24'.26' o (CTC) a. LATERAL :X -LARGE PIER: 1907 LBS. ULT. LOAD "LARGE PIER: 2423 LBS ULT. LOAD H Z3 a b. VERTICAL : 16000 LBS ULTIMATE LOAD 60' 6 28.32 5. THIS FOUNDATION SYSTEM 1S FOR PLACING MANUFACTURED BUILDINGS CONSTRUCTED 0 1 16 0 16 4 z WITH LONGITUDINAL OR CROSS JOISTS. U o x 6. THIS FOUNDATION SYSTEM PLAN IS DESIGNED TO BE CONSTRUCTED ON A FAIRLY LEVEL UP TO 60 FT 4:12 12 a SITE WITH NO EXISTING SOIL PROBLEMS.. SEE TITLE 25 SECTION 1334(b) 1 ° L 7. STANDARD PIER & FOOTING SPACING PER COACH MANUFACTURER'S, INSTALLATION ~+ QI 3 u ra MANUAL. WITHOUT MANUAL, SPACING OF STANDARD PIERS TO BE DETERMINED BY STATE 0 a MOBILE HOMES PARK ACT. 78 FIND COACH SIZE, THEN ROOF PITCH. FOLLOW ROW ACROSS TO DESIGN LOAD. READ z d En o FOUNDATION PAD NOTES: Wr� TOTAL NUMBER \ 1. FOUR FOUNDATION PADS ARE AVAILABLE FOR USE WITH THIS SYSTEM. THE N CUSTOMER MAY CHOOSE ONE OF THE FOUR PADS FOR THEIR COACH. V ° 2. FDTN PADS SHALL BE PLACED ON FIRM, LEVEL UNDISTURBED S61L (SEE GEN. NOTE 2) E 3. CONCRETE FOUNDATION PADS t --i E- ° A. 3000 PSI 28 DAYS AS TTED T. I B. PREFERREDTPAD ORIENTATON WHEREDEVERUPOSSBLE ISLITE THAT TIHETLONGCRETE DIM NSION W { OF THE PAD BE PERPENDICULAR TO THE COACH BEAM (AS SHOWN ON THE PLAN). O m o C. WHERE FIELD CONDITIONS REQUIRE PAD ROTATION, NO MORE THAN HALF OF THE V o, OUTLINEQ PADS IN A TRAVERSE LINE CAN BE ROTATED SO THAT THE LONG DIMENSION OF COACH GO •rr0 _ OF THE PADS ARE PARALLEL TO THE COACH BEAM. •• •�, - O',12',14'.OR 18' 4. PRESSURE TREATED FOUNDATION. PAD PLAN Scale: V = A. 3/4 INCH A.P.A. 48/24 EXTERIOR P.S.1.-83 CC. PLUGGED, NER-QA397,PRP-108. SINGLE WIDE MOBILE COACH 5. ATTACHMENT TO EXISTING CONCRETE SLAB THE C.P. SEISMIC PIER MAY BE ATTACHED TO AN EXISTING COMPETENT CONCRETE SLAB OR O M7 c CONCRETE FOOTING ACCORDING TO THE FOLLOWING CRITERIA: /1-�1 a 1 ATTACH WITH TWO 'h' DIAM. ITW RAMSET/ REDHEAD TRUBULT WEDGE ANCHORS R_`J o 2. MINIMUM EMBEDMENT = 2.5' L 3. MINIMUM CONCRETE THICKNESS = 33/A' 4. .MINIMUM EDGE DISTANCE = 2 UP TO 48 FT 2%:12 1 6 0 1 8 0 1 8 1 4 ... y WACDBD OMFJMOBIIUME MAA. ZWEN TV LUAU I 4U z 'UP To 78 FT 21A:12 12 o 12 0 12 4 Ln T zo' I VMS EXCEED: O WIDTH SEISMIC g) UP TO 48 Fr 4:12 B 0 8 4 6 8 In �� l V/T Q LSIZE ENGTH PIERS DC s UP TO 78 FT 4:12 12 0 12 4 12 B LO f_l oo /V , ^ 3:12 10'.12' 60' 6 24'.26'28' UP TO 48 FT 4:12 8 0 e 0 B 4 ROOF PITCH 14',16'78' 8 S 32' UP TO 44 FT 4:12 8 0 8 0 12 4 BUILT BY THE MANUFACTURER. SITE BUILT ADDITIONS SUCH AS GARAGES AND 0 ; E - 44' 4 24'.26' UP TO 86 FT 4:12 12 0 12 0 12 4 z C.0 4:12 10' & 12' 60' 6 28.32 UP TO 78 FT 4:12 18 1 0 1 16 0 16 4 z i ROOF PITCH Cf) C, CO 78' N 30'.38' UP TO 60 FT 4:12 12 0 16 0 16 4 OF 1 SHEETS n 14' & 16' 60 46; 42',48' UP TO 78 FT 4:12 18 0 16 0 18 4 78 FIND COACH SIZE, THEN ROOF PITCH. FOLLOW ROW ACROSS TO DESIGN LOAD. READ IND ROOF PITCH, FOLLOW ROW ACROSS T( TOTAL NUMBER OF C.P. SEISMIC PIERS & TOTAL NUMBER OF TIEDOWNS REQUIRED. SEE TOTAL NUMBER OF C.P. SEISMIC PIERS & PIAN ABOVE FOR PLACEMENT OF PIERS & TIEDOWNS. AUGER TIEDOWNS SHALL BE ABOVE FOR PLACEMENT OF PIERS & TIES LISTED & INSTALLATION INSTRUCTIONS SHALL BE ON SITE AT TIME OF INSPECTION. SHi • FOR 18 C.P. SEISMIC PIERS. PLACE IN 3 ROWS OF 6. 12 IN OVERSIZED 5/8'x3' FOR CHIPPING AND/OR FLANGED PLASTIC CORNER BREAKAGE ANCHOR INSERTS �e a 36 1/2' 3' 4' 5/8' x 1-3/8' FLANGED 5/8'x3' STAINLESS STEEL OR FLANGED PLAST! 5/8 x 3' FLANGED ANCHOR INSERTS PLASTIC ANCHOR INSERT 3' X 3' PLATE 4x4 -4x4 VVF 4• 1.) 1' MAX HT ABOVE CLAMP 4. .MINIMUM EDGE DISTANCE = 2 O ... y WACDBD OMFJMOBIIUME z of COACH SIZE NOTES: 00 Ln E- 1. UNLESS APPROVED BY ROCK SOLID ENGINEERING, INC., .THE ROOF PITCH SHOULD NOT co I VMS EXCEED: O p 2 A. SINGLE WIDES: 3:12 OR 4:12 AS SHOWN IN TABLE z co B. 20 FEET WIDES: 2A:12 OR 4:12 AS SHOWN IN TABLE' In �� l V/T Q 4 C. ALL OTHER DOUBLE WIDES: 4:12 V� U Q I D. TRIPLE WIDES: 4:12 LO f_l oo /V , ^ W 2. FOR ANY COACH SIZE OTHER THAN AS SHOWN ON THIS PLAN OR REFERENCED ABOVE, v C\2wEw V) 2 LAYOUT SHALL BE REVIEWED AND APPROVED BY ROCK SOLID ENGINEERING, INC. y W z INSPECTION REQUIREMENTS: 6 1. THE DESIGN OF THIS SYSTEM IS BASED ON STANDARD MANUFACTURED HOMES AS (T� BUILT BY THE MANUFACTURER. SITE BUILT ADDITIONS SUCH AS GARAGES AND f_ W E - IN SECONDARY ROOFS HAVE NOT BEEN INCLUDED IN THIS DESIGN. (/) 1 2. ALL DIMENSIONS INCLUDED ON THIS PLAN, INCLUDING COACH SIZE, ROOF HEIGHT AND z C.0 V)PIER HEIGHT, SHOULD BE FIELD VERIFIED BY THE LOCAL BUILDING OFFICIAL ANY DISCREPENCIES SHOULD BE IMMEDIATELY BROUGHT TO THE ENGINEER'S ATTENTION. z 3. THE BUILDING PAD SHOULD BE INSPECTED TO ENSURE THAT PROPER DRAINAGE Cf) C, CO O PATTERNS HAVE BEEN ESTABLISHED IN'ACCORDANCE WITH TITLE 25 & MANUFACTURER. CC) E~ - COACH I BEAN 2 - 3/8' x V BOLTS BOLT 3WITH - FIELD DRILL HOLES WASHER L NUT OPTION OF _ 4-414 SELF TAP SCREWS 4x4 -4x4 VVF 3 IN FOR THE fi INPP 2' DIA PRECAST C.P. PRO PAD PRECAST PAD 7 INF R TH 10 IN P PE I STD PIPE 30'x32'x3/4' 12 IN FITR THE IS IN PIPE 4 - 3/6' BOLTS 1/4'x2'x4' PLYWOOD 14 IN FOR THE 18 IN PIPE IICHTEH TO ANGLE 3' VIDE .1 1HOLES FOR TUBE MUST EXTEN a • 05 FIN-LBS TORQUE 3' MIN IN TO CLAMP . 1/2' x 2 1/2' C.B. .. ... HOLES FOR """'' 3/16' PLATE 1/2'x2 -I/2' C.B. BASE HEIGHT N CLAMP 4 - 3/8 18'x24 1/4' 0 7 INCH SMALL a 3/4' THREADED RDD BOLTS PLYWOOD �� c 18.5 I11.5 NCH INCHEXTREGULAR 3/16' PLATE LEGS . A LARGE TYP OF 2S CONNECTED WITH EIGHT 1-1/2'x.120' NAILS OR 8N8x1-1/2' FHVS 4' -..4'._ ...... 4' ... .. ... 4' 32' ()-PAD PLYWOOD PAD E❑UNDATI❑N PADS A COACH C OR J BEAM 3' x 3' PLATE /SPACER AS NEEDED FOR J -BEAM SEISMIC PIER STEEL In Eat - 5 11? B BOLT Oa PLASTIC INSERT 5/88'x*vO-1 BOLT WITH HARDENED WASHER 1/4' PLATE " SEISMIC PIER Not to ScQle TYPICAL BEAM C.P. 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Assessor's Parcel Number. 0 0 0 — R ® ®— 10 ® 0 Scale: 111 = Owner Name aoe 7/SS Address / Phone No. 4-84 EM09jjA OR RM%C�— l 922,93-# Site Location 6V*►,A'p'7—CQ04I.5'� C,7R112.► NiACKticl�a — �... l�rn4nri• kf�r n 1-*11?JA Lift, Dhnno 9--,44 Aff0 f)f) FOR OFFICE USE ONLY Zoning: General Plan Desig: Size, Acres PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: _ USES: ' t ......................... SITE PLAN t 1AY 2 200: .._. -------------................... ...... :.:........•:--..._...._.. DEVELO NWIN ' _............. _. ...._...........:.. .' ; :..... :............ . Ibted _ _- .�- t r Co- r, R' " 1 J� .: F1:v � . n i"io'�o'•y--. 'rG .rpt. ,e.. .—?Yer. rAE. •• _ -21r. t..:,�;:t fir• • iAl 7 r' -� Pi.M ARPRO . ' : USI NI! DI3/IS16N - BUILDING : Dy C .... .. .. .. ... .. 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FOR OFFICE US.E,ONLY Zoning: General Plan Desig: Size, Acres • 5 4.00" -VROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: 11 BCSI-61 SUMMARY SHEET - GUIDE @0R-IFAND UNG, INSTALLING AND BRACIING OF METAL PLATE CONNECTED WOOD TRUSSES GENERAL NOTES NOTAS GENERALES Trusses are not marked in any way to identify Los trusses no estan marcados de rill modo que the frequency or location of temporary bracing. identifique la frecuencia o localizaci6n de IDs arriostres Follow the recommendations for handling, (bracing) temporales. Use las recomendaciones de manejo, installing and temporary bracing of trusses. instalaci6n y arriostre temporal de los trusses. Vea el folleto Refer to BCSI 1-03 Guide to Good Practice for BCSI 1-03 Guia de Buena PrActica parael Manejo. Instalaci6n Handling, Installing &Bracing of Metal Piate y Arriostre de los Trusses de Madera Connectados con Connected Wood Trusses for more detailed Placas de Metaloara para mayor informackin. information. Truss Design Drawings may specify locations of Los dibujos de diseno de los trusses pueden espedficar permanent bracing on individual compression las localizaciones de los arriostres permanentes en los members. Refer to the BCSI-SUIT—-3 Sumary miembros individuales en compresi6n. Vea la hoja res6men Sheet - Web Member Permanent Bracing/Web SCSI -83 para los arriostres permanentes y refuerzos de los Reinforcement for more information. All other miembros secundados (webQ para mayor informaci6n. EI permanent bracing design is the responsibility resto de arriostres permanentes son la responsabilidad del of the Building Designer. Disenador del Edificio. QThe consequences of improper handling, installing and bracing may be a collapse of the structure, or worse, serious personal injury or death. EI resultado de un manejo, instalaci6n y arriostre inadecuados, puede ser la caida de la estructura o a6n peor, muertos o heridos. Banding and truss plates have sharp edges. Wear 0 gloves when handling and safety glasses when 0 �� cutting banding. Empaques y placas de metal tienen bordes m afilados. Use guantes y lentes protectores cuando Corte los empaques. HANDLING - MANEJO, QAllow no more No permita mas Use special care in than 3" of deflec- de 3 pulgadas de windy weather or tion for every 10' pandeo por sada 10 near power lines of span. pies de tramo. and airports. 10, to' +1 to I to QPick up vertical Levante de la cuerda bundles at the superior los grupos top chord. verticales de trusses. ONE WEEK OR LESS MORE THAN ONE WEEK -�® f ?C2 c �aF t ai 4:v:3i QBundles stored on the ground for one week or more should be raised by blocking at 8' to 10' on center. Los paquetes almacenados en la tierra por Una semana o mas deben ser elevados con bloques a cada 8 o 10 pies. f 7f For long term storage, cover bundles to pre- vent moisture gain but allow for ventilation. Para almacen-amiento por mayor tiempo, cubra los paquetes para prdvenir aumento de humedad pero permita ventilaci6n. Utilice cuidado especial en dias ventosos o cerca de cables electricos o de aeropuertos. Spreader bar for truss bundles sv;v " O O QCheck banding Revise los empaques prior to moving antes de mover los bundles. paquetes de trusses. Qr Avoid lateral bending. — Evite la flexi6n lateral. PI Do not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. Do not store on No almacene en uneven ground. tierra desigual. HAND ERECTION — LEVANTAMIENTO A MANO QTrusses 20' or _ _ ; % ; I'7f Trusses 30' or less, support L) less, support at at peak. r quarter points. f Levante Levante de del pico los los cuartos trusses de 20 de tramo los pies o menos. trusses de 30 F Trusses up to 20' pies o menos. Trusses up to 30' Trusses hasta 20' Trusses haste 30' HOISTING — LEVANTAMIENTO QHold each truss in position with the erection equipment until temporary bracing is installed and truss is fastened to the bearing points. Sostenga cada truss en posici6n con la gr6a haste que el arriostre temporal este instalado y el truss asegurado en los soportes. Do not lift trusses over 30' by the peak. No levante del pico los trusses de mos de 30 pies. Greater than 30' MAs de 30 pies HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS 60' or less Approx. 1/2 truss length Tagline TRUSSES UP TO 30' TRUSSES HASTA 30' Toe -m �\ / Toe -in Spreader bar 1/2 to _ 2/3 truss length Tagline TRUSSES UP TO 60' TRUSSES HASTA 60' ' Locate Spreader bar /Ll -- Spreader Attach above or stiNback 1m x. max. mid -height F bar 2/3 to 3/4 truss length Tagline TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60' BRACING - ARRIOSTRE Q Refer to BCSI-B2 Summary Sheet - Truss Installa- ¢ ; kion and Tempos Bracino for more information. Vea el res6men BCSI-B2 - Instalaci6n de Trusses Q ; y Arriostre Temporal para mayor informaci6n. Do not walk on unbraced trusses. No Gamine en trusses sueltos. Top Chord Temporary Lateral QLocate ground braces for first truss directly rTr" in line with all rows of top chord temporary lateral bracing. Coloque los arriostres de tierra para el primer truss directamente en linea con cada Una de las filas de arriostres laterales temporales de la cuerda superior. Brace first truss well �— before erection of additional trusses. Tin. i BRACING FOR THREE PLANES OF ROOF EL ARRIOSTRE EN TRES PLANOS DE TECHO 0' This bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este metodo de arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Longitud de Tramo Es aciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Hasta 30 pies ,G7L1G3UJBaC�9 30' to 45' 8' o.c. max. 11 BCSI-61 SUMMARY SHEET - GUIDE @0R-IFAND UNG, INSTALLING AND BRACIING OF METAL PLATE CONNECTED WOOD TRUSSES GENERAL NOTES NOTAS GENERALES Trusses are not marked in any way to identify Los trusses no estan marcados de rill modo que the frequency or location of temporary bracing. identifique la frecuencia o localizaci6n de IDs arriostres Follow the recommendations for handling, (bracing) temporales. Use las recomendaciones de manejo, installing and temporary bracing of trusses. instalaci6n y arriostre temporal de los trusses. Vea el folleto Refer to BCSI 1-03 Guide to Good Practice for BCSI 1-03 Guia de Buena PrActica parael Manejo. Instalaci6n Handling, Installing &Bracing of Metal Piate y Arriostre de los Trusses de Madera Connectados con Connected Wood Trusses for more detailed Placas de Metaloara para mayor informackin. information. Truss Design Drawings may specify locations of Los dibujos de diseno de los trusses pueden espedficar permanent bracing on individual compression las localizaciones de los arriostres permanentes en los members. Refer to the BCSI-SUIT—-3 Sumary miembros individuales en compresi6n. Vea la hoja res6men Sheet - Web Member Permanent Bracing/Web SCSI -83 para los arriostres permanentes y refuerzos de los Reinforcement for more information. All other miembros secundados (webQ para mayor informaci6n. EI permanent bracing design is the responsibility resto de arriostres permanentes son la responsabilidad del of the Building Designer. Disenador del Edificio. QThe consequences of improper handling, installing and bracing may be a collapse of the structure, or worse, serious personal injury or death. EI resultado de un manejo, instalaci6n y arriostre inadecuados, puede ser la caida de la estructura o a6n peor, muertos o heridos. Banding and truss plates have sharp edges. Wear 0 gloves when handling and safety glasses when 0 �� cutting banding. Empaques y placas de metal tienen bordes m afilados. Use guantes y lentes protectores cuando Corte los empaques. HANDLING - MANEJO, QAllow no more No permita mas Use special care in than 3" of deflec- de 3 pulgadas de windy weather or tion for every 10' pandeo por sada 10 near power lines of span. pies de tramo. and airports. 10, to' +1 to I to QPick up vertical Levante de la cuerda bundles at the superior los grupos top chord. verticales de trusses. ONE WEEK OR LESS MORE THAN ONE WEEK -�® f ?C2 c �aF t ai 4:v:3i QBundles stored on the ground for one week or more should be raised by blocking at 8' to 10' on center. Los paquetes almacenados en la tierra por Una semana o mas deben ser elevados con bloques a cada 8 o 10 pies. f 7f For long term storage, cover bundles to pre- vent moisture gain but allow for ventilation. Para almacen-amiento por mayor tiempo, cubra los paquetes para prdvenir aumento de humedad pero permita ventilaci6n. Utilice cuidado especial en dias ventosos o cerca de cables electricos o de aeropuertos. Spreader bar for truss bundles sv;v " O O QCheck banding Revise los empaques prior to moving antes de mover los bundles. paquetes de trusses. Qr Avoid lateral bending. — Evite la flexi6n lateral. PI Do not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. Do not store on No almacene en uneven ground. tierra desigual. HAND ERECTION — LEVANTAMIENTO A MANO QTrusses 20' or _ _ ; % ; I'7f Trusses 30' or less, support L) less, support at at peak. r quarter points. f Levante Levante de del pico los los cuartos trusses de 20 de tramo los pies o menos. trusses de 30 F Trusses up to 20' pies o menos. Trusses up to 30' Trusses hasta 20' Trusses haste 30' HOISTING — LEVANTAMIENTO QHold each truss in position with the erection equipment until temporary bracing is installed and truss is fastened to the bearing points. Sostenga cada truss en posici6n con la gr6a haste que el arriostre temporal este instalado y el truss asegurado en los soportes. Do not lift trusses over 30' by the peak. No levante del pico los trusses de mos de 30 pies. Greater than 30' MAs de 30 pies HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS 60' or less Approx. 1/2 truss length Tagline TRUSSES UP TO 30' TRUSSES HASTA 30' Toe -m �\ / Toe -in Spreader bar 1/2 to _ 2/3 truss length Tagline TRUSSES UP TO 60' TRUSSES HASTA 60' ' Locate Spreader bar /Ll -- Spreader Attach above or stiNback 1m x. max. mid -height F bar 2/3 to 3/4 truss length Tagline TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60' BRACING - ARRIOSTRE Q Refer to BCSI-B2 Summary Sheet - Truss Installa- ¢ ; kion and Tempos Bracino for more information. Vea el res6men BCSI-B2 - Instalaci6n de Trusses Q ; y Arriostre Temporal para mayor informaci6n. Do not walk on unbraced trusses. No Gamine en trusses sueltos. Top Chord Temporary Lateral QLocate ground braces for first truss directly rTr" in line with all rows of top chord temporary lateral bracing. Coloque los arriostres de tierra para el primer truss directamente en linea con cada Una de las filas de arriostres laterales temporales de la cuerda superior. Brace first truss well �— before erection of additional trusses. Tin. i BRACING FOR THREE PLANES OF ROOF EL ARRIOSTRE EN TRES PLANOS DE TECHO 0' This bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este metodo de arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Longitud de Tramo Es aciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Hasta 30 pies 10 pies maximo 30' to 45' 8' o.c. max. 30 a 45 pies 8 pies maximo 45' to 60' 6' o.c. max. 45 a 60 pies 6 pies maximo 60' to 80'# 4' o.c. max. 60 a 80 pies' 4 pies maximo :Consult a Professional Engineer for trusses longer than . 'Consulte a un ingeniero para trusses de mos de 60 pies. Q See BCSI-B2 for TCTLB options. Vea el BCSI-B2 para las opciones de TCfLB. ® Refer to BCSI-B6 Summary Sheet - Gable End Frame Bracing. 1-7f Repeat diagonal braces. Vea el rPc_rmeIn lJ BCSI-B6 - Arriostre Repita los arriostres del truss terminal diagonales. de un techo a dos aquas. 1 Jf Set first five trusses with spacer pieces, then add diagonals. Repeat IJ process on groups of four trusses until all trusses are set. Instale los cinco primeros trusses con espaciadores, luego los arriostres diagonales. Repita este procedimiento en grupos de cuatro trusses hasty que todos los trusses esten instalados. 2) BOTTOM CHORD — CUERDA INFERIOR Lateral braces 2x4x12'length lapped over two trusses. . 10'-1.5' max. Diagonal braces every 10 truss spaces (20' max.) Some chord and web members not shown for clarity. 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Web members 10'-15' max. same spacing as bottom chord lateral bracing Diagonal braces every 10 truss spaces (20' max.) Some chord and web members not shown for clarity. DIAGONAL BRACING IS VERY IMPORTANT iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 QRefer to BCSI-B7 Maximum lateral brace spacing Summary Sheet Plywood or OSB 10 o.c. for 3x2 chords - Tempos and 15 15' o.c. for 4x2 chords Diagonal braces Permanent Bracing p' or every 15 truss for Parallel Chordspaces (30' max.) Trusses for more 1 ° 16.7' Out -of -Plumb. information. 1/4" 1' Vea el res6men BCSI-B7 - Arriostre 1-1/8" 18.8' rdiagonal temporal v Permanente de Ttrusses 1-1/4° 20.8' de cuerdas bparalelas 3/4" 3' paramayor trl braces informaci6n. on vertical webs in line 2x4x12' length lapped with the support. over two trusses. INSTALLING - INSTALACION Gypsum Board Tolerances for Out -of -Plane. — Tolerancias para Fuera-de-Plano. Plywood or OSB Q Max. Bow Mex. Bow it Length —► Max. Truss Bow Length --- Len - -- G� Length ► g 3/4° 12.5' Max. �— Length —► 7/8° 14.6' Q Tolerances for D/50 D (ft.) 1 ° 16.7' Out -of -Plumb. 1/4" 1' 1-1/8" 18.8' Tolerancias para I 1/2" 2' 1-1/4° 20.8' Fuera-de-Piomada. n1-3/8° 3/4" 3' 22.9' o I Plumb ,Xbob 1„ 4' ' 1-1/4" 5' D/50 max I 1-1/2" 6' 1-3/4" 7' 2" a:8' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION QDo not proceed with construction until all bracing is securely Maximum Stack Height and properly in place. for Materials on Trusses No proceda con la construcci6n hasta que todos los arriostres esten colocados en forma apropiada y Segura. Do not exceed maximum stack heights. Refer to BCSI--Bi Summary Sheet - Construction Loadina for more information. No exceda las mAximas alturas recomendadas. Vea el res6men BCSI-B4 Carga de Construcci6n para mayor informaci6n. 0 Do not overload small groups or single trusses. No sobrecargue pequehos grupos o trusses individuales. QPlace loads over as many trusses as possible. Coloque las cargas sobre tantos trusses tomo sea posible. QPosition loads over load bearing walls. Coloque las cargas sobre las Paredes soportantes. ALTERATIONS — ALTERACIONES QRefer to BCSI-BS Summary Sheet - Truss Damage, Jobsite Modifications and Installation Errors. Vea el restimen BCSI-65 Danos de trusses. Modificaciones en la Obra y Errores de Instalaci6n. Material Height (h) Gypsum Board 12" Plywood or OSB 16" Asphalt Shingles 2 bundles Concrete Block B" Clay Tile 3-4 tiles high Do not cut, alter, or drill any structural member of a truss unless 11 specifically permitted by the Truss Design Drawing. No Corte, altere o perfore ning6n miembro estructural de los trusses, a menos que este especificamente permitido en el dibujo �Aw del diseno del truss. Q Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construcci6n o han sido alterados sin Una autorizaci6n previa del Fabricante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the Contractor and crane operator (if applicable) are ca- pable to undertake the work they have agreed to do on a particular project. The Contractor should seek any required assistance regarding construction practices from a competent party. The methods and procedures outlined are Intended to ensure that the overall construction techniques employed will put Bow and roof trusses Into place SAFELY. These recommendations for handling, Installing and bracing wood trusses are based upon the collective experience of leading technical personnel in the wood truss Industry, but must, due to the nature of responsibilities involved, be presented only as a GUIDE for use by a qualified Building Designer or Erection/Installation Contadoc It is not Intended that Nese recommendations be Interpreted as superior to any design specification (provided by either an Architect, Engineer, Ne Building Designer, the Erection/Installation Contactor or otherwise) for handling, installing and baring wood trusses and it does not preclude the use of other equivalent methods for baring and providing stability for the walls and columns as may be determined oy Ne truss Erection installation Contactor. Thus, the Wood Truss Council of America and the Truss Plate Institute expressly disclaim any responsibility for damages arisingfromthe use, application, or reliance on the recommendations and information contained herein. \11.17 WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE One WICA Center • 6300 Enterprise Lane • Madison, WI 53719 583 D'Onofdo Drive • Madison, WI 53719 608/274-4849 • www.woodtruss.00m 608/833-5900 • www.tpinst.org BIWARN1Ix17 031125 iADVE RTE N70 IA! HOJA RESUMEN DE LA GUTA DE BUENA PRAC-TICA PARA EL MANEJO, INSTALACION Y ARRIOSTRE DE LOS TRUSSES DE MADERA CONEC-!TADOS CON PLACAS DE METAL 40 ........._ SITE PLAN ENIIIO : _ ... _ _ . .. ............. ..........":..:.."•-•:'..............................i......;•....: : ,; .,T -' - }. ` `. ............. .................................. E. 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