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HomeMy WebLinkAboutB14-1356m C4�eonq- A4 040 IF S10�)/f 2013 cg( - C A -FRAME 20'-0" WIDE CARPORT STYLE BUILDINGS UESIGN NOTES 1. ALL CONSTRUCTION SHALL BE PROVIDED 1N ACCORDANCE WITH CDC 2013, ASCE 7-10, OSHA, AI5C 360, AWSD 1.1 CODES AND ALL APPLICABLE LOCAL REQUIREMENTS. 2. BASE CONNECTIONS SHALL BE PROVIDED AS SHOWN ON FOUNDATION DETAILS SHEET. 3. ALL MATERIALS IDENTIFIED BY MANUFACTURER NAME MAY BE SUBSTITUTED WITH MATERIAL EQUAL OR EXCEEDING ORIGINAL. 4. ALL SHOP CONNECTIONS SHALL DE WELDED CONNECTIONS. 5. ALL FIELD CONNECTIONS SHALL BE TEK5 #12 (1/4"Xl'). 6. STEEL SHEATHING SHALL DE 29GA. CORRUGATED GALV. OR PAINTED STEEL - MAIN RIB HT. 3/4" (FY=80K51) OR EQ. 7. ALL STRUCTURAL LIGHT GAUGE TUBING AND CHANNELS SHALL BE GRADE 50 STEEL. 8. STRUCTURAL TUBE T52 1/2"X2 1/2" - 14GA.15 EQUIVALENT TO T52 1/4"X2 1/4" - 12GA. AND EITHER CAN DE USED INTERCHANGEADLY. DESIGN CRITERIA PREVAILING CODE' CBC 2013 USE GROUP: U (CARPORTS, DARN5) 1. DEAD LOAD (D) D = 4 PSF 2. ROOF LIVE/SNOW LOAD (Lr) Lr = 20 - 70 PSF (AS PER SNOW LOAD) 3. SNOW LOAD (S) GROUND SNOW LOAD Pg = 20 - 90 PSF IMPORTANCCFACTOR la = 0.8 4. WIND LOAD (W) (DASICWIND SPEED Vs'105 180 MPH (EXPOSURE Cj_ 5. 5E15MIC-COAD (E) �DE51GN CATEGORY D IMPORTANCE FACTOR le =1.00 LOAD COMBINATIONS: 1. D + (Lr OR 5) 2. D + (0.6W OR t0.7E) 3. D + 0.75 (0.6W OR ±0.7E) + 0.75 (Lr OR 5) 4. 0.6D + (0.6W OR ±0.7E) PERMIT # P H7 ' S�- - BUTTE COUNTY DEVELOPMENT SERVICE REVIEWED FOR GSD C MPLIANC DATE.- 1� � � ✓ BY BUTTE COUNTY JUN 2 6 2014 DEVELOPMENT S E IrI RVTCES 0F-20 DRAWING INDEX COVER SHEET SCHEDULES & MEMBER - SECTIONS ------ 2 FRAME SECTIONS & DETAILS - ------ 3 SPACING SCHEDULES - & ENCLOSURE NOTES ------ 4 PURLIN & GIRT SCHEDULES ------ 5 SHEATHING OPTIONS ------ 6 SIDE WALL FRAMING & OPENINGS ------ 7 END WALL FRAMING & OPENINGS ------ 8-A, 8-D CORNER BRACING DETAILS ------ 9 OPTIONAL LEAN-TO ADDITION ------ 10 FOUNDATION OPTIONS ------ 11-A TO 11-0 CERTIFICATION NOTICE CERTIFICATION ON THESE DRAWINGS IS VALID FOR QNE YEAR FROM DATE OF ISSUE DATE OF ISSUE: 03/01/2014 ADDRESS: BUILDING INFORMATION LENGTH: MANUFACTURED BY: 270 Old Highway 99 Maxwell, CA 95955 1-877-604-2777 ENGINEERED BY: 111 A&A ENGINEERING CNIL,STRUCTURAL 5911 Renaissance Place, Suite B • Toledo, OH 43623 Te1. 419-292-1993 Fax. 419-292-0955 mvw—nginee.—. DRAWING INFORMATION PROJECT: 20' WIDE DUILDING5 LOCATION: STATE OF CALIFORNIA PROJECT NO.: 232-14-0119 SHEET TITLE: COVER SHEET SHEET NO.: 1 / 11 DRAWN BY: IZM DATE: 2/15/14 CHECKED BY: OAA DATE: 2/15/14 LEGAL INFORMATION - ANY MODIFICATION OR DUPUCATION OF THIS DRAWING IN WHOLE OR PART IS STRICTLY FORBIDDEN. ANYONE DOING 50 WILL BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. - DRAWINGS VAUD UP TO I YEAR FROM DATE OF I55UE SEAL: ;,p,OFESS/0 CIVIL �tn2 G, OMAR A. m ,BU-YASEIN ; s� C71119 ��P \F OF CA�-\FO� DATE EXPIRES: 12/31/2014 DATE SIGNED: FEB 15 2014 TABLE 2.1: MEMDER PROPERTIES 1 1AE1EL COLUMN POST 2.5"X 2.5"X 14GA TUBE , 1 2 ROOF BEAM 2.5"X 2.5"X 14GA TUDE 1 3 BASE RAIL 2.5" X 2.5" X 14GA TUDE 1 4 PEAK BRACE 2.5" X 2.5"X 14GA TUDE 4 5 KNEE BRACES 2.9'X 1.5" 34GA CHANNEL 4 6 CONNECTOR SLEEVE 225" X 2.25'X 14GA TUDE 2 7 BASE ANGLE 2.5" X 25'X 3" LG. 1/4" ANGLE 10 8 PURLIN 4.25" X 1.9'X 18GA / 14GA HAT CHANNEL 5 9 GIRT 4.25" X 1.5" X 18GA / 14GA HAT CHANNEL 5 101 SHEATHING 29 GA CORRUGATED SHEET & 11 END WALL POST 2.5" X 2.5" X 14GA TUBE 1 12 DOOR POST 25'X 2.9'X 14GA TUDE 1 13 SINGLE HEADER 2.5" X 2.9'X 14GA TUDE 1 14 DOUBLE HEADER DDL. 25'X 2.5"X 14GA TUBE 1 15 SERVICE DOOR / WINDOW FRAMING 2.9'X 25'X 14GA TUBE 1 16 ANGLE BRACKET 2" X 2" X 2" LG. 14GA ANGLE 7 17 STRAIGHT BRACKET 2" X 2" X 4" LG. 14GA PLATE 6 18 PD SUPPORT 2.5" X 25'X 14GA TUBE 1 19 DIAGONAL BRACE 2" X 2" X 14 GA TUBE 3 20 GADLE DRACE 2" X 2" X 14 GA TUBE 3 21 DB BRACKET 6" X 6'X 14GA PLATE 9 22 TRUSS SPACER 2.5" X 25'X 14GA TUBE 1 23 ALL FASTENERS TEKS #12 X 3/4" SELF -DRILL SCREWS W/ NEOPRENE/STEEL WASHER TABLE 2.2: SHEATHING FASTENER SCHEDULE • • CORNER PANELS1 SIDE LAPS I EDGE LAPS I ELSEWHERE 6" C/C I MIN.1 1 4" C/C I FASTENER TYPE: TEKS #12X1" SELF -DRILL SCREWS W/ NEOPRENE/STEEL WASHER PERMIT # /✓ / /��� BUTTE COUNTY DEVELOPiVEN I REVIEWED FOR CODEC PLIANCE DATE Z0BY 0 0 0 0 0 0 6" THICKNESS =14GA �DN G G5" THICKNESS =14GA 2.5" X 2.5" 14GA TU13E2.25" X 2.25" 14GA TUBE SCALE: NTS 1 SCALE: NTS 2 N � u 7r2.5" THICKNESS =14GA THICKNESS =14GA 2" X 2" 14GA TUBE 2.5" X 1.5" 14GA CHANNELO SCALE: NTS 3 5CALE:NT5 4 1.5 o THICKNESS =15GA / 14GA 4.25" X 1.5" X 18GA / 14GA O HAT CHANNEL nI ALC: NI D 0 0 0 o � I' THICKNESS =14GA STRAIGHT BRACKET 6 SCALE: NTS 9„ 0 36" THICKNESS = 29GA 29 GA CORRUGATED SHEATHING 8 SCALE: NTS THICKNESS =14GA DD BRACKET(—.-) SCALE: NTS N 0 0 THICKNESS =14GA ANGLE 13RACKET 7 SCALE: NT5 b N � 'a' �1.5 '� THICKNE55 =1/4' RASE ANGLE 10 SCALE:NT5 MANUFACTURED BY: 270 Old Highway 99 Maxwell, CA 95955 1-877-604-2777 ENGINEERED BY: 9 A&A ENGINEERING CML , STRUCT'URAL 5911 R—i-'m Place, Suue B • Toledo, OH 43623 Tel. 419-292.1983 • Fac. 419-292-0955 www.aacngineen.mm DRAWING INFORMATION PROJECT: 20' WIDE 13UILDING5 LOCATION: STATE OF CALIFORNIA PROJECT No.: 232-14-0119 SHEET TITLE: SCHEDULES AND MEMBER SECTfONS SHEET NO.: 2 / 11 DRAWN BY: IZM DATE: 2/15/14 CHECKED BY: OAA DATE: 2/15/14 LEGAL INFORMATION - ANY MODIFICATION OR DUPLICATION OF TH15 DRAWING IN WHOLE OR PART 15 STRICTLY FORBIDDEN. ANYONE DOING 50 WILL BE PR05ECUTED UNDER THE FULL EXTENT OF THE LAW. - DRAWINGS VALID UP TO I YEAR FROM DATE OF ISSUE SEAL: ?,OFESS/% q :OM VIL R A. mASEIN T LP�L;733S9 �Q- \TF OF CA\YFO/ DATE EXPIRES: 12/31/2014 DATE SIGNED: FEB 15 2014 [4] PEAK BRACE 1 3 [2] ROOF BEAM l 1 [3] BASE RAIL 12 — 13 [5] KNEE BRACE - SEE TABLE 3.1 FOR LENGTH (1) COLUMN POST 19'-91/2" TYP. A -FRAME SECTION SCALETW! 12 i (2] ROOF BEAM + [5] KNEE GRACE - ATTACH WITH (2) [23] FASTENERS E.5. (6] 6" LG. CONNECTOR SLEEVE - FIELD BOLT W/123]FA5TENERS E.S. - SEE TABLE 3.2 FOR NO. OF FASTENERS REQD. [i] COLUMN POST EAVE DETAIL SCALE: NTS 1 TABLE 3.2 FA5TENER SCHEDULEl i i' R WIND SPEED (MPH) I NO. OF FASTENERS EAVE HEIGHT I KNEE BRACE LENGTH • • IT # BUTTE COUNTY DEVELOPMENT SERVI REVIEWED FOR C0D F�LBAf�( ZJv BY Q [2] ROOF BEAM [4A] CHANNEL PEAK GRACE - ATTACH W/ (2) [23] FASTENERS E.S. (TOTAL 4 EACH END). MAINTAIN MIN. 1" EDGE P15TANCE AND SPACING PEAK BRACE CONNECTION PETAIL5(–,-`� SCALE: NTS a [6] 6" LG. CONNECTOR SLEEVE, FIELD BOLT W/ [23] FASTENERS - SEE TABLE 3.2 FOR NO. OF [1] COLUMN POST FASTENERS REQD. [3] BASE RAIL BASE DETAIL 3 SCALE: NTS NOTE: COLUMN P05T MAY BE ADJUSTED t1" FOR LEVELING. MANUFACTURER 15 NOT RESPONSIBLE FOR LEVELING OF GROUND AND/OR CONCRETE SURFACE PROVIDED BY OTHERS. MANUFACTURED BY: 270 Old Highway 99 Maxwell, CA 95955 1-877-604-2777 ENGINEERED BY: � 111 A&A ENGINEERING CML • STRUCTURAL 5911 Renaissance Place, Suite B • Toledo, OH 43623 Tel. 419-292.1993 • F— 419-292-0955 DRAWING INFORMATION PROJECT: 20' WIDE BUILDINGS LOCATION: STATE OF CALIFORNIA PROJECT NO.: 232-14-0119 SHEET TITLE: FRAME SECTIONS & DETAILS SHEET NO.: 3 11 DRAWN BY: IZM DATE: 2/15/14 CHECKED BY: OAA DATE: 2/15/14 LEGAL INFORMATION - ANY MODIFICATION OR DUPLICATION OF TI-15 DRAWING IN WHOLE OR PART 15 5TRJCFLY FORBIDDEN. ANYONE DOING 50 WILL BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. - DRAWINGS VAUD UP TO I YEAR FROM DATE OF L55UE SEAL �OQROFESS/p'v �tvQ CIVIL t�,L LI OMAR A. IT! c BU-YASEIN X ST \C71189 �Q t� OF CAIN O DATE EXPIRES: 12131/2014 DATE SIGNED: FEB 15 2014 TABLE 4: FRAME SPACING SCHFDIJI_F LNul t5. 1. FRAME SPACINGS ARE IN UNITS OF FEET (FT). 2. WHERE TWO VALUES ARE SHOWN, THE HIGHER VALUE CAN ONLY DE USED FOR VERTICAL SHEATHING. 3. SNOW LOADS AND ROOF LIVE LOADS ARE 1N POUNDS PER SQUARE FOOT (PSF). WIND SPEED 15 3 SEC. GUST IN MILE5 PER HOUR (MPH). 4. FOR VALUES THAT LIE BETWEEN TWO CELLS, THE HIGHER (MORE STRINGENT) VALUE HAS TO DE USED. INTERPOLATION DETWEEN CELLS 15 NOT ALLOWED. --t PERMIT #_ BUTTE COUNTY DEVCLOPMENT SERVICES . ` REVIEWED FOR, C®® OM LII NCE DATE ttv�-✓ BY Citi GENERALENCLOSURE NOTES: • 1. TYPICAL ENCLOSED AND OPEN DUILDINGS ARE AS SHOWN ON THE RIGHT. 2. THE MAX. 13UILPING LENGTH FOR ENCLOSED DUILDINGS 15 50'-0". THIS CAN DE INCREASED ' DY ADDING A DOUBLE FRAME AT THE CENTER TO BREAK THE LENGTH OF THE BUILDING. 3. FOR ENCLOSED DUILDINGS, ONE END WAIL CAN DE OPEN IF THE OTHER ENDWALL 157 ;LO5ED. THE OPEN END 4. OPEN DUILDINGS CAN HAVE PARTIALLY ENCLOSED SIDE WALLS. FOR SIDE WALLS UP TO 3' ENCLOSED THERE 15 NO CHANGE IN THE DESIGN. FOR GREATER THAN 3' SIDE WALL ENCLOSURES, THE SPACING FROM ADOVE TADLE5 NEEDS TO DE REDUCED DY 6". 5. OPEN BUILDING WITH PARTIALLY ENCLOSED END WALLS NEED TO HAVE SIDE WALL GRACING TO SUPPORT THE PARTIALLY ENCLOSED SIDE WALL. SEE SHEET 9 FOR TYPICAL BRACING fTYP. ENCLOSED BUILDING DETAILS.-- SCALE:NfS TYP. OPEN BUILDING 5CALE:NTS MANUFACTURED BY: 270 Old Highway 99 Maxwell, CA 95955 1-877-604-2777 ENGINEERED BY: A&A ENGINEERING CIVIL • S'I'RUCYURAL 5911 R -i-- Place, Suite B • Toledo, 014 43623 Td. 419-292-1983 Fax. 419-292-0955 wwiv.vcngineors.mm DRAWING INFORMATION PROJECT: 20' WIDE DUILDINGS SEAL.: QROFESS/ON -9 CIVIL G) OMAR A. m m kBU-YASEIN X ST C73389 �Q ATF OF CAS -\FOS DATE EXPIRES: 12/31/2014 DATE SIGNED: FEB 15 2014 GROUND SNOW / ROOF LIVE ENCLOSED 1 - PINGS WIND SPEED (MPH) OPEN r WIND SPEED (MPH) LOAD (PSF) 105> 115 130 140 155 165 180 105 115 130 140 155 165 180 • 30/20 40/25 5 5 5 4.5/5 3.5 3 3 5 4.5/5 4/5 3.5/5 3/3.5 3 3 4.5/5 4.5/5 4.5/5 4.5/5 3.5 3 3 4 4 4 3.5/4 3/3.5 3 3 t 4-N 4 4 4 3.5 3 3 3.5 • 3.5 3.5 3.5 3/3.5 3 3 60/40 3.5 3.5 3.5 3.5 3.5 3 3 3 3 3 3 3 3 3 • • 70/50 80 / 60 3 3 3 3 3 3 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 3/3.5 1 3/3.5 3/3.5 1 3/3.5 3/3.5 2.5 1 2.5 2 2 2 2 2 1 2 2 90/70 2.5/3 2.5/3 2.5/3 2.5/3 2.5/3 2.5/3 2 2.5/3 2.5/3 2.5/3 2.5/3 2.5/3 2.5/3 2 30/20 5 • 5 _ 5 • 4.5/5 4 3.5/4 3.5/4 5 4.5/5 4/5 3.5/5 3/4 3/4 3/3.5 • 40/25 4.5/5 4.5/5 4.5/5 4.5/5 4 - 3.5/4. 3.5/4 4.5 4.5 4/4.5 3.5/4.5 3/4 3/4 3/3.5 50/35 .4 4 _ 4 4 4 3.5/4 3.5 3.5 3.5 3.5 3.5 3/3.5 3/3.5 3/3.5 • 60/40 '3.5 3.5 3.5 3.5 3.5 ' 3.5 3.5 3 3 3 3 3 3 3 • 70/50 3 3 .3 3 3 3 3 2.5 2.5 2.5 2.5 2.5 2.5 2.5 80 / 60 3/3.5- ' 3/3.5 3/3.5 3/3.5 3/3.5 3/3.5 3/3.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 90/70 2.5/3 -2.5/3 2.5/3 2.5/3 2.5/3 2.5/3 2.5/3 2.5/3' 2.5/3 2.5/3 2.5/3 2.5/3 2.5/3 2.5/3 30/20 5 5 5 4.5/5 4/4.5 3.5/4.5 3.5/4.5 5 4.5/5 4/5 3.5/5 3/4.5 3/4 3/3.5 • 40/25 4.5/5 4.5/5 4.5/5 4.5/5 4/4.5 3.5/4.5 3.5/4.5 4.5/5 4.5/5 -4/5- 3.5/5 3/4.5 3/4 3/3.5 50/35 4 4 4 4 4 3.5/4 3.5/4 4,4 4 3.5/4" 3/4 3/4 3/3.5 • 60/40 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3/3.5 3/3.5 3/3.5 70/50 3 3 3 3 3 3 3 3 3 3 3 3 3 3 80 / 60 3/3.5 3/3.5 1 3/3.5 3/3.5 1 3/3.5 3/3.5 3/3.5 2.5 2.5 2.5 2.5 • 2.5 2.5 2.5 90/70 1 2.5/3 1 2.5/3 1 2.5/3 2.5/3 2.5/3 2.5/3 2.5/3 2.5/3 2.5/3 2.5/3 2.5/3 2.5/3 2.5/3 LNul t5. 1. FRAME SPACINGS ARE IN UNITS OF FEET (FT). 2. WHERE TWO VALUES ARE SHOWN, THE HIGHER VALUE CAN ONLY DE USED FOR VERTICAL SHEATHING. 3. SNOW LOADS AND ROOF LIVE LOADS ARE 1N POUNDS PER SQUARE FOOT (PSF). WIND SPEED 15 3 SEC. GUST IN MILE5 PER HOUR (MPH). 4. FOR VALUES THAT LIE BETWEEN TWO CELLS, THE HIGHER (MORE STRINGENT) VALUE HAS TO DE USED. INTERPOLATION DETWEEN CELLS 15 NOT ALLOWED. --t PERMIT #_ BUTTE COUNTY DEVCLOPMENT SERVICES . ` REVIEWED FOR, C®® OM LII NCE DATE ttv�-✓ BY Citi GENERALENCLOSURE NOTES: • 1. TYPICAL ENCLOSED AND OPEN DUILDINGS ARE AS SHOWN ON THE RIGHT. 2. THE MAX. 13UILPING LENGTH FOR ENCLOSED DUILDINGS 15 50'-0". THIS CAN DE INCREASED ' DY ADDING A DOUBLE FRAME AT THE CENTER TO BREAK THE LENGTH OF THE BUILDING. 3. FOR ENCLOSED DUILDINGS, ONE END WAIL CAN DE OPEN IF THE OTHER ENDWALL 157 ;LO5ED. THE OPEN END 4. OPEN DUILDINGS CAN HAVE PARTIALLY ENCLOSED SIDE WALLS. FOR SIDE WALLS UP TO 3' ENCLOSED THERE 15 NO CHANGE IN THE DESIGN. FOR GREATER THAN 3' SIDE WALL ENCLOSURES, THE SPACING FROM ADOVE TADLE5 NEEDS TO DE REDUCED DY 6". 5. OPEN BUILDING WITH PARTIALLY ENCLOSED END WALLS NEED TO HAVE SIDE WALL GRACING TO SUPPORT THE PARTIALLY ENCLOSED SIDE WALL. SEE SHEET 9 FOR TYPICAL BRACING fTYP. ENCLOSED BUILDING DETAILS.-- SCALE:NfS TYP. OPEN BUILDING 5CALE:NTS MANUFACTURED BY: 270 Old Highway 99 Maxwell, CA 95955 1-877-604-2777 ENGINEERED BY: A&A ENGINEERING CIVIL • S'I'RUCYURAL 5911 R -i-- Place, Suite B • Toledo, 014 43623 Td. 419-292-1983 Fax. 419-292-0955 wwiv.vcngineors.mm DRAWING INFORMATION PROJECT: 20' WIDE DUILDINGS SEAL.: QROFESS/ON -9 CIVIL G) OMAR A. m m kBU-YASEIN X ST C73389 �Q ATF OF CAS -\FOS DATE EXPIRES: 12/31/2014 DATE SIGNED: FEB 15 2014 v TABLE 5.1: PURLIN SPACING SCHEDULE NUT E 5: I. PURLIN SPACING UNITS ARE IN INCHES. 2. FRAME SPACING NEEDS TO DE DETERMINED FROM TABLE 4. I r FRAME WIND SPEED (MPH) SPACING 105 115 130 140 155 165 30/20 54 48 42 36 30 24 24 36 30 24 1 18 18 12 12 40/25 48 48 42 36 30 24 24 30 30 24 18 18' 12 12 50/35 60/40 70/50 48 48 42 36 30 24 24 24 24 '24 18 16 12 12 36 36 36 36 30 24 24 18 18 18 -15 18 12 12 36 36 36 36 30 24 24 18 18 18 18 18 ' 12 12 80 / 60 30 30 30 30 30 24 24 18 16 18 18 18 12 12 90/70 24 24 24 24 24 24 24 12 12 12 1 12 12 .12 12 30/20 54 451 42 1 42.1 36 : 3O 30 48 36 30 24 18 16 12 40/25 48 45.1142 42 36 30 30 42 36 30 24 18 18 12 50/35 48 48 42 42 36 30 30 30 30 30 24 18 18 12 60/40 42 42 42- 42 36 30 30 30 30 30 24 18 18 12 70/50 80 / 60 42' 42' 42 -42 36 30 30 24 24 24 24 18 18 12 36 36 36 36 _ 36 30 , 30 18 1 18 18 18 18 18 12 90/70 36 36. 36 36 36 30 30 18 18 18 18 18 18 12 30/20 54 48 42 42 36 36 30 54. 48 1,36 1,30 24 24 18 40/25 48 48 42 42 36 36 30 48 48 36 1,30 .24 24 18 50/35 48 48 42 42 36 36 30 42' 42 36 130 24 1 24 1 18 60/40 70/50 42 42 42 42 36 36 1 30 1 36 36 36 130 24 1 24 1 18 42 42 42 42 36 36 1 30 30 30 30 1,30 24 24 18 50/60 36 36 36 36 36 361 30 24 24 24 1 24 24 24 ' 18 90/70 36 1 36 1 36 36 36 36 1 30 24 24 1 24.1 24 24 24 18 30/20 54" 48 42 42 36 36 30. 54 48 42 42 36 30 30 40/25 48 48 '42 42 36 36 30 48 48 42 42 36 30 30 50/35 48. 48� 42 42- 36 36 301 48 48 42 42 36 1 30 1 30 60/40 42. 42. 42 42, 36 36. 30 42 42 42 42 36 130 1 30 70/50 42 .42 42 42 36 36 30 42 42 42 42 36 30 30 80 / 60 36 361361,36 36 36' 30 36 136 1 36 1 36 36 30 30 90/70 36 36 36 36 36 36 301 36 36 361,36 36 30 30 30/20 40/25 54 48 42 42 36 36 30 54 48 42 1 42 36 36 30 48 48 42 42 36 36 1 30 48 48 42 42 36 36 30 • 50/35 48 48 42 42 36 36 30 48' 48 42 42 36 36 30 • 60/40 70/50 80/60 90/70 42 42 42 42 36 36 30 42 42 42 42 36 .36 1 301 42 42 42 42 36 36 30 42 42 42 42 36 1,36 130 36 36 36 36 36 36 30 36 36 36 36 36 36 301' 36 36 36 36 36 36 30 36 36 36 36 36 36 30 NUT E 5: I. PURLIN SPACING UNITS ARE IN INCHES. 2. FRAME SPACING NEEDS TO DE DETERMINED FROM TABLE 4. I r FRAME WIND SPEED (MPH) SPACING 105 115 130 140 155 165 180 �ommmmmm BUTTE COUNTY DEVELOPMENT NO.: 232-14-0119 SHEET TITLE: PURLIN & GIRT SPACING SERVICES REVIEWED FOR' CODE ��mmmmmom SHEET NO.: 5 / 11 y�P�,LIANCE DAT f BY_ C._' DRAWN BY: iZM DATE: 2/15/14 _ CHECKED BY: OAA DATE: 2/15/14 ' LEGAL INFORMATION ' - ANY MODIFICATION OR DUPUCATION OF THI5 • DRAWING IN WHOLE OR PART 15 5TRIC LY FORBIDDEN. ANYONE DOING 50 WILL BE PROSECUTED UNDER THE - ��0000mmm SEAL: �OVFLOFESS/o CIVIL t<`� OMAR A. LU 1rn 71 U-YASEIN NOTES: 1. GIRT SPACING UNITS ARE 1N INCHES. 2. TH15 SCHEDULE 15 TO BE USED FOR BOTH 14GA AND 18 GA PURLINS. 3. FRAME SPACING NEEDS TO 13E DETERMINED FROM TABLE 4. MANUFACTURED BY: 270 Old Highway 99 Maxwell, CA 95955 1-877-604-2777 ENGINEERED BY: - A&A ENGINEERING CML • STRUCFURAL 5911 Renaissance PL cc, Suite B • Toledo, OH 43623 Tel. 419-292-1983 Fax. 419.292-0955 snnv.aatngineers.mm DRAWING INFORMATION PROJECT: 20' WIDE BUILDINGS // LOCATION: STATE OF CALIFORNIA �✓ PERMIT # e J /��gPROJECT BUTTE COUNTY DEVELOPMENT NO.: 232-14-0119 SHEET TITLE: PURLIN & GIRT SPACING SERVICES REVIEWED FOR' CODE SCHEDULES SHEET NO.: 5 / 11 y�P�,LIANCE DAT f BY_ C._' DRAWN BY: iZM DATE: 2/15/14 _ CHECKED BY: OAA DATE: 2/15/14 ' LEGAL INFORMATION ' - ANY MODIFICATION OR DUPUCATION OF THI5 • DRAWING IN WHOLE OR PART 15 5TRIC LY FORBIDDEN. ANYONE DOING 50 WILL BE PROSECUTED UNDER THE - FULL EXTENT OF THE LAW. - DRAWING5 VAUD UP TO I YEAR FROM DATE OF ISSUE SEAL: �OVFLOFESS/o CIVIL t<`� OMAR A. LU 1rn 71 U-YASEIN C73389 �Q �TFOF CAS -\FOS DATE EXPIRES: 12/31/2014 DATESIGNED: FEB 15 2014 TYI'. VERTICAL SHEATHING SCALE: NTS GENERAL SHEATHING NOTES: , 1. DUILDINGS CAN HAVE ANY COMBINATION OF HORIZONTAL OR VERTICAL SHEATHING ON ROOFS AND WALLS. 2. DOTH HORIZONTAL AND VERTICALS ROOF SHEATHING CAN HAVE MAX. 6" OVERHANG. 3. USING VERTICAL SHEATHING MAY ALLOW FOR GREATER FRAME SPACING. SEE NOTE 2 UNDER TABLE 4. 111mil SEE TADLE 22 FOR \ FASTENER SCHEDULE [9] G1RTS [10] SHEATHNG WALL VERTICAL SHEATHING DETAIL 3 SCALE: NTS MANUFACTURED BY: 270 Old Highway 99 Maxwell, CA 95955 1-877-604-2777 ENGINEERED BY: TMA A&A ENGINEERING CIVIL •STRUCTURAL 5911 Renaissance Place, Suite B • Toledo, OH 43623 Tel. 419-292.1983 • Pax. 419-292-0955 s 12-enginee mm DRAWING INFORMATION PROJECT: 20' WIDE DUILDINGS LOCATION: STATE OF CALIFORNIA PROJECT NO.: 232-14-0119 SHEET TITLE: SHEATHING OPTIONS . AND DETAILS SHEET NO.: 6 / 11 DRAWN BY: 1ZM DATE: 2/15/14 CHECKED BY: OAA DATE: 2/15/14 LEGAL INFORMATION - ANY MODIFICATION OR DUPUCATION OF THIS DRAWING IN WHOLE OR PART IS STRICTLY FORBIDDEN. ANYONE DOING 50 WILL BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. I - DRAWINGS VAUD UP TO I YEAR FROM DATE OF 155UE SEAL: Pjt.0FESS/0 Q CIVIL cc`2 G, OMAR A. m BU-YASEIN X C73389 �Q ATF OF CAL_f DATE EXPIRES: 12/31/2014 I DATE SIGNED: FEB 15 2014 MAX. 2 CUT FRAMES / 7 9 � o / 0P� ' / CLEAR 6AY EACH SIDE OF OVERHEAD DOOR OPENING & AT DUILDING CORNERS 51DE WALL OVER HEAD DOOR OPENINGS SCALE: NTS MIN. 12" FROM CORNERS OR COLUMN POSTS TO ACCOMMODATE ANCHORS 1F 13ASE RAIL 15 REMOVED �Ii �0\ 11 OPENINGS SIZED TO FIT 7 SERVICE DOOR AND WINDOW SIDE WALL SERVICE DOOR / WINDOW OPENINGS SCALE: NTS SIDE WALL FRAMING NOTES: [12] DOOR POST [6]6"LG.CONNECTOR SLEEVE. FIELD BOLT - SEE TABLE 3.2 FOR NO. OF FASTENERS REQD. a [5] BASE RAIL DOOR POST BOT. CONN. DETAIL,/1 SCALE: NTS [15] WINDOW FRAMING [16] ANGLE CLIP. SECURE TO COLUMN POST AND HEADER W/ (4) [23] FASTENERS E.S. TYP. WINDOW FRAMING,(2 CONN. DETAIL SCALE: NTS [6]6"LG.CONNECTOR SLEEVE. FIELD BOLT - SEE TA6LE 3.2 FOR NO. OF FASTENERS REQD. [1] COLUMN POST ABOVE HEADER [14] DOUDLE HEADER 10' FILLET -1-1/2" LG. 012" GC STITCH WELD DM SIDES STAGGERED - TYP. COLUMN POST ABOVE DOOR 3 HEADER CONN. DETAIL SCALE:NT5 [16] ANGLE CLIP. SECURE TO COLUMN POST AND SERVICE DOOR / WINDOW FRAMING W/ (4) [23] FA5TENER5 E.S. [15] SERVICE DOOR / WINDOW FRAMING [1] COLUMN POST [16] ANGLE CLIP. SECURE TO COLUMN POST AND HEADER W/ (4) [23] FASTENERS E.S. [14] DOU13LE HEADER 10' FILLET -1-1/2" LG. 6' I> C.0 STITCH WELD BOTH [1] COLUMN POST SIDES STAGGERED - TYP. [12] DOOR POST [6] 6" LG. CONNECTOR SLEEVE.. FIELD BOLT - SEE TA13LE 3.2 FOR NO. TYP. SERVICE DOOR / WINDOW OF FASTENERS REQD. FRAMING CONN. DETAIL 4 COLUMN P05T ABOVE DOOR 5 SCALE:NTS HEADER CONN. DETAIL SCALE: NTS 1. MAX. HEIGHT OF SIDE WALL DOOR OPENINGS DEPENDS ON POST LENGTH NEEDED TO ACCOMMODATE KNEE BRACES. 2. OVERHEAD DOOR OPENINGS CANNOT CUT THROUGH MORE THAN 2 FULL FRAMES. 3. MIN.1 CLEAR 6AY MUST BE MAINTAINED BETWEEN ANY 2 OVERHEAD DOOR OPENINGS. A CLEAR 13AY 15 A SPACE 13ETWEEN TWO FRAMES THAT HAS NO OVERHEAD DOOR OPENINGS. 4. MIN.1 CLEAR BAY MUST ALSO DE MAINTAINED FROM THE BUILDING CORNERS. 5. SERVICE DOORS AND WINDOWS CAN BE PLACED IN CLEAR BAYS OR ANY WHERE ELSE AS NEEDED. MANUFACTURED BY: 270 Old Highway 99 Maxwell, CA 95955 1-877-604-2777 ENGINEERED BY: 9 A&A ENGINEERING CIVIL • STRUCTURAL 5911 Renaissance Place, Suite B • Toledo, OH 43623 T.I. 419-292-1993 • Far. 419-292-0955 wwtv.—gineers.com DRAWING INFORMATION PROJECT: 2Ot WIDE 13UILPINGS LOCATION: STATE OF CALIFORNIA PROJECT NO.: 232-14-0119 SHEET TITLE: SIDE WALL FRAMING & OPENINGS SHEETNO.: 7 /11 DRAWN BY: 1ZM DATE: 2/15/14 CHECKED BY: OAA DATE: 2/15/14 LEGAL INFORMATION - ANY MODIFICATION OR DUPLICATION OF THIS DRAWING IN WHOLE OR PART 15 5TRICTLY FORBIDDEN. ANYONE DOING 50 WILL BE PR05ECUTED UNDER THE FULL EXTENT OF THE LAW. - DRAWINGS VAUD UP TO I YEAR FROM DATE OF 155UE SEAL: Q\j.OF ESS/0N CIVIL G, OMAR A. m \BU-YASEIN X ,P'%C73389 �P \F OF CP'07F-/ DATE EXPIRES: 12/31/2014 DATE SIGNED: FEB 15 2014 i i i SEE TABLE 8-A.1 FOR MAX END WALL POST SPACING /"// 7 4 a8 8-B /. 8-B Oe��\pec 11 p°°�o`, III I MIN. 12" I 0� 0 CORNER 11 OFFSET OR 'O\d MIN. 12" BETWEEN III I \)I\p,�- OPENINGS III MIN. 12" FROM CORNERS OR END WALL P05TS TO ACCOMMODATE ANCHORS IF BASE RAIL IS REMOVED END WALL FRAMING NOTES: MIN. 12" rNND WALL PO` 0 CORNER OFFSET II I I 2 I / 8e II III . III � \I END WALL OVER HEAD DOOR OPENINGS SCALE: NiS� SEE TABLE 8-A.1 FOR MAX. END WALL POST SPACING i v�\0� TO,O END_WALL GABLES, SCALE: NTS SEE TABLE &-&I FOR MAX. END WALL POST SPACING 5 � 4 8 B , %�` 8B 4 � II MANUFACTURED BY: 270 Old Highway 99 Maxwell, CA 95955 1-877-604-2777 ENGINEERED BY: A&A ENGINEERING CML • STRUCTURAL 5911 Renaissance Place, Suite B • Toledo, OH 43623 Tel. 419-292-19&3 • Fax. 419.292-0955 wry .-enpneem.mm DRAWING INFORMATION PROJECT: 20' WIDE BUILDINGS LOCATION: STATE OF CALIFORNIA PROJECT NO.: 232-14-0119 SHEET TITLE: END WALL FRAMING SHEET NO.: S-A / 11 DRAWN BY: 1ZM DATE: 2/15/14 CHECKED BY: OAA DATE: 2/155/14 �1\0� LEGAL INFORMATION A ANY MODIFICATION OR DUPLICATION OF THI5 2� DRAWING IN WHOLE OR PART 15 STRICTLY FORBIDDEN. ANYONE DOING 50 WILL BE PRO5ECUIED UNDER THE FULL EXTENT OF THE UAW. - DRAWINGS VAUD UP TO I YEAR FROM DATE OF ISSUE SEAL: 'i TO FIT SERVICOUTTE COUNTY of /ELO , RICE''-- S--PgRTIAL END WALL FRAMING 1 DOOR AND WINDOWRE� /IE` A ED F AR SCALE: NTS ae OCHE ® PLIA�ICE OAT TABLE B -A.1: END,WALL POST: END WALL SERVICE DOOR AND WINDOW PENINGSY PACING.SCHEDULE'T SCALE: NTS 1. MIN. 12" CLEARANCE MUST BE MAINTAINED BETWEEN ANY TWO OPENINGS (OVERHEAD DOOR OR SERVICE DOOR) AND FROM CORNERS. 2. SERVICE DOORS AND WINDOWS CAN BE PLACED AS NEEDED. 3. DIAGONAL BRACES NEED TO BE ADDED FOR PARTIAL END WALL ENCLOSURES. SEE SHEET 9 FOR DIAGONAL GRACE CONNECTION DETAILS. WIND SPEED (MPH) UP TO 7' EAVE HEIGHT 6 TO 9' 10TO 12' �pFESg/O� CIVIL <0- G OMAR A. m ABU-YASEIN X ST \C73389 \F OF CAS\FO/ DATE EXPIRES: 12/3112014 DATE SIGNED: FEB 15 2014 (12] DOOR P05T [17] STRAIGHT BRACKET [16] ANGLE DRACKET. SECURE TO DOOR P05T SECURE TO DOOR POST AND RASE RAIL W/ (4) AND DA5E RAIL W/ (4) [23] FASTENERS [23]FASTENERS [3] BASE RAIL DOOR POST 13A5E RAIL CONN. DETAIL�1 SCALE: NTS [3] SIDE WALL DASE RAIL [1] COLUMN P05T [616" LG. CONNECTOR SLEEVE - SEE TADLE 3.2 FOR NO. OF FASTENERS REQD. [16] ANGLE BRACKET. SECURE TO DOOR POST AND DASE RAIL W/ (4) [23] FASTENERS PE ' IT # (11] END WALL P05T [16] ANGLE CLIP. SECURE TO END WALL P05T AND DOOR / WINDOW FRAMING W/ (4) [23] FASTENERS E.S. [15] SERVICE DOOR /4 WINDOW FRAMING TYP. SERVICE DOOR / WINDOW 6 FRAMING CONN. DETAIL SCALE: NT5 (11] END WALL POST [16] ANGLE CLIP. SECURE TO DOOR POST AND RASE RAIL W/ (4) [23] FASTENERS E.S. [13] SINGLE HEADER HEADER - END WALL P05T CONN. DETAIL 7 SCALE: NTS (15] ANGLE CLIP. SECURE TO HEADER AND COLUMN POST W/ (4) [23] FASTENERS E.S. DIt — 6A. [13] SINGLE HEADER (3] END WALL DASE RAIL P-UTTE COONTY C`6-VELOPMENT SERVICES CORNER DETAIL REVIEWED FOR SCALE: NTS iJ [11] END WALL POST CC D E M r" LIAI �! C E11, COLUMN POST AT CQRNER OA U BY E-��-F-R - CORNER POST CONN. DETAIL SCALE: NTS 8 [16] ANGLE BRACKET. SECURE TO DOOR POST AND DASE RAIL W/ (4) [23] FASTENERS E.S. [3] DASE RAIL END WALL POST - BASE 3 RAIL CONN. DETAIL [2] ROOF BEAM °6 q, [16] ANGLE DRACKET. SECURE TO DOOR P05T AND DASE RAIL (17] STRAIGHT BRACKET. SECURE W/ (4) (23] FASTENERS E.S. TO DOOR POST AND DASE RAIL [tt] END WALL POST W/ (4) [23] FASTENERS 5DS OR (12) DOOR POST END WALL POST - ROOF BEAM CONN. DETAIL 4 SCALE: NTS [11] END WALL POST ADOVE HEADER [16] ANGLE CLIP. SECURE TO DOOR POST AND DASE RAIL W/ (4) [23] FASTENERS E.S. [13] SINGLE HEADER END WALL P05T ADOVE HEADER CONN. DETAIL 5 SCALE: NTS [11] END WALL P05T [14] DOUDLE HEADER P05T ADOVE HEADER [16] ANGLE CLIP. SECURE TO DOOR P05T AND DASE RAIL W/ (4) [23] FASTENERS E.S. 10' FILLET -1-1/2" LG. 9 6' GC STITCH WELD DOTH SIDES STAGGERED -TYP. END WALL POST A13OVE DOUBLE 9 HEADER CONN. DETAIL 5CALE: NTS [11] END WALL POST (16] ANGLE CLIP. SECURE TO DOOR P05T AND DASE RAIL W/ (4) [23] FASTENERS E.S. [14] DOUDLE HEADER 1/8" FILLET -1-1/2" LG. CSA 8" C.0 STITCH WELD DOTH SIDES STAGGERED - TYP. DOUBLE HEADER - END WALL to POST CONN. DETAIL SCALE: NTS MANUFACTURED BY: 270 Old Highway 99 Maxwell, CA 95955 1-877-604-2777 ENGINEERED BY: A&A ENGINEERING CML • STRUC`T'URAL 5911 Renaissance Place, Suite R • Toledo, OH 43623 Tel. 419-292-1983 • Fac. 419.292MSS snv m-engin—com DRAWING INFORMATION PROJECT: 20' WIDE DUILDING5 LOCATION: STATE OF CALIFORNIA PROJECT NO.: 232-14-0119 SHEET TITLE: END WALL FRAMING DETAILS SHEET NO.: 8-D / 11 DRAWN BY: IZM DATE: 2/15/14 CHECKED BY: OAA DATE: 2/15/14 LEGAL INFORMATION - ANY MODIFICATION OR DUPLICATION OF TH15 DRAWING IN WHOLE OR PART 15 51MCRY FORBIDDEN. ANYONE DOING 50 WILL BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. - DRAWINGS VAUD UP TO I YEAR FROM DATE OF I55UE SEAL: QROF ESS/O' 7BU-YASEI)N L ` G, A.m X C73389 OF CAS -SFO/ DATE EXPIRES: 12/31/2014 DATE SIGNED: FEB 15 2014 [21] DD DRACKET. SECURE TO CORNER P05T AND DIAGONAL DRACES W/ (6) [23] FASTENERS AS SHOWN [2] ROOF BEAM (19] DIAGONAL BRACES [1] COLUMN P05T AT CORNER DIAGONAL BRACE TOP CORNER CONN. DETAIL 1 SCALE: NTS [19] DIAGONAL DRACES [1] COLUMN POST OR [11] END WALL POST ] DD BRACKET. SECURE TO ST AND DIAGONAL BRACES W/ 1 [23] FASTENERS AS SHOWN DIAGONAL BRACE - POST CONN. DETAIL 2 SCALE: NTS [21] DD BRACKET. SECURE TO POST. DASE RAIL AND DIAGONAL DRACES W/ (6) [23] FASTENER 5 AS SHOWN [3] END WALL I rs, rani LIMN POST AT CORNER [19] DIAGONAL BRACES 3] SIDE WALL DA5E RAIL DIAGONAL BRACE BOT. CORNER CONN. DETAIL 3 SCALE: NIS - Iro II III III III III CORNER DIAGONAL DRACING - SEE NOTES FOR REQUIREMENTS DIAGONAL BRACING AT CORNERS SCALE: Nis PERMIT # _. ._ kLl l -7r eU'rr CMUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE J-0 2-- BY � CORNER BRACING NOTES: 1. DIAGONAL DRACING AT DUILDING CORNER5-I5-REQUIRED_FORI IF LLY_ENCLOSED BUILDINGS IN I QCATI.ONS WHERE WIND SPEED (140.MPH______OR GREATERGREATER. 2. IF CORNER BRACING 15 REQUIRED DUT THE BUILDING 15 M1551NG AN END WALL THEN THE DUILDING MUST DE DESIGNED AS AN OPEN DUILDING (USE SPACING FOR OPEN DUILDING IN TADLE 4.1). 3. DIAGONAL DRACING 15 AL50 REQUIRED ON THE CORNERS ON THE SIDE WALLS WHEN THE ADJACENT END WALL 15 PARTIALLY ENCLOSED. MANUFACTURED BY: 270 Old Highway 99 Maxwell, CA 95955 1-877-604-2777 ENGINEERED BY: 111 A&A ENGINEERING CML•STRUCTURAL 5911 Renais—cc Place, Sui'c B • Tolcdo, OH 43623 Tel. 419-292-1983 • Far. 419-292-0955 wiviva—gincess.com DRAWING INFORMATION PROJECT: 20' WIDE 13UILDING5 LOCATION: STATE OF CALIFORNIA PROJECT NO.: 232-14-0119 SHEET TITLE: CORNER GRACING DETAILS SHEET NO.: 9 / 11 DRAWN BY: IZM DATE: 2/15/14 CHECKED BY: OAA DATE: 2/15/14 LEGAL INFORMATION -AW AMODIFICATION OR DUPLICATION OF THI5 DRAWING IN WHOLE OR PART 15 51FJCTLY FORBIDDEN. ANYONE DOING 50 WILL BE PROSECUTED UNDER THE FULL EXTENT OF THE UAW. - DRAWINGS VAUD UP TO I YEAR FROM DATE OF I55UE SEAL: Q�OF ESS/OYV q CIVIL ��`2 OMAR A. m SBU-YASEIN 0 s) C73389 �Q \F OF CAl-\F' F DATE EXPIRES: 12/31/2014 DATE SIGNED: FEB 15 2014 (OPTIONAC LEAN-TO ADDITION SCALE: NT5 [2] ROOF BEAM [6] 12" LG. CONNECTOR SLEEVE - q MAIN DUILDING FIELD DOLT TO DOTH TURES W/ [23] FASTENERS - SEE TADLE 3.2 1�O i FOR NO. OF FASTENERS READ. ` [2] ROOF BEAM - / , LEAN-TO ADDITION [616" LG. CONNECTOR SLEEVE f FIELD DOLT W/ [23] FASTENERS Alp v. - SEE TADLE 3.2 FOR NO. OF I N 6^ FASTENERS REQD. [11 COLUMN POST - FOR EAVE HEIGHTS GREATER THAN 6-0" INSERT TS 2.25 X 2.25 X 14GA TUBE INTO COLUMN P05T LEAN-TO ATTACHMENT DETAIL 1 SCALE: NT5 LEAN-TO ADDITION NOTES: - 1. LEAN-TO ADDITIONS CAN DE ADDED ON EITHER OR DOTH 51DES OF THE BUILDING. 2. ROOF SLOPE AND PURLIN, GIRT AND FRAME SPACINGS OF THE ADDITION HAVE TO MATCH THAT OF THE MAIN STRUCTURE.. 3. iF THE LEAN-TO ADDITION 15 "OPEN "(DOTH END WALLS OR SIDE WALL IS NOT ENCLOSED); THE DESIGN OF THE MAIN DUILDING HAS TO USE THE FRAME SPACING OF AN OPEN DUILDING FROM TADLE 4. MANUFACTURED BY: 270 Old Highway 99 Maxwell, CA 95955 1-877-604-2777 ENGINEERED BY: A&A ENGINEERING CIVIL • STRUCTURAL 5911 Renaissvnce Place, Soita B • Toledo, OH 43623 Tel. 419-292-1983 • Fay. 419-292-0955 wivtvm—gineeR.tOm DRAWING INFORMATION PROJECT: 20' WIDE DUILDINGS LOCATION: STATE OF CALIFORNIA PROJECT NO.: 232-14-0119 - SHEET TITLE: OPTIONAL LEAN-TO AMMON SHEET NO.: 10 / 11 DRAWNBY: IZM DATE: 2/15/14 CHECKED BY: OAA DATE: 2/15/14 LEGAL INFORMATION - ANY MODIFICATION OR DUPLICATION OF THIS DRAWING IN WHOLE OR PART LS 5TRICTLY FORBIDDEN. ANYONE DOING 50 WILL BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. - DRAWING5 VAUD UP TO I YEAR FROM DATE OF L%UE SEAL: �OQ�kpFESS/O�` Q CIVIL t<`� G, OMAR A. In ABU-YASEIN s� C73389 �Q �TFOF CAS -\FOS DATE EXPIRES: 12/31/2014 DATESIGNED: FEB 15 2014 CONCRETE SLAB FOUNDATION NOTES: III "' 1111�� �; ;\ \•/ 1. DESIGNS SHOWN ON THIS SHEET ARE FOR CONCRETE SLAB FOUNDATION. ANY OF THE FOUNDATIONS SHOWN ON SHEETS 11-A THRU D CAN DE USED. 2. EITHER OPTION 1 'EDGE OFFSET' OR OPTION 2 'NOTCHED EDGE DETAIL CAN DE USED. 3. FOR OPTION 1 THE MIN. SLAB SIZE SHALL DE EQUAL TO THE OUTSIDE DIMENSIONS OF THE DUILDING PLUS 5" EACH DIRECTION. 3. FOR OPTION 2 THE MIN. SLAB SIZE SHALL DE EQUAL TO THE 51PE DIMENSIONS OF THE DUILDING DIMENSIONS. / III III III 4. CONCRETE ANCHORS SHALL 5E LOCATED AT EVERY NEXT TO EVERY POST AND ON EITHER SIDE OF OPENINGS. TWO ANCHORS SHALL DE INSTALLED AT CORNER OF ENC 0 D LSE BUILDINGS WITH 2p� END WALLS - ONE ON EACH BA5E RAIL. 9 •. k 5. CONCRETE ANCHORS CAN DE ANY ONE OF THE OPTIONS \ III ji SECTION D -D MENTIONED 1N TABLE 11-A.1. \ 20 6. DEPTH OF SLAB TURN DOWN FOOTING SHALL DE GREATER THAN CONTROL JOINTS SPACED AT \ NI, FROST DEPTH SPECIFIED PER LOCAL CODE. MAX. 20'-0" O.C. - 7. CONTROL JOINTS SHALL DE PLACED SO AS TO LIMIT MAX. SLAB 1 SPANS TO 20'IN EACH DIRECTION. 11-A 5. ASSUMED SOIL BEARING CAPACITY 15 TO DE A MIN.0ffNAW6eSF. C_QNC,RET_E_SLAB ''-`- T FOUNDATION 9. CONCRETE STRENGTH TO DE A MIN OF 2500 PSI @ 28 DAYS. BUTTE COUNTY DEVELCPME ' t TABLE 11-A.1: CONCRETE REVIEWED FOR / 6 WELDED ^ SLAB ANCHOR SCHEDULE CODE COMPLIANCE - AAREMAT ". O P I /r, Alec DATE _ V �I��L BOY�I V_V C L105 TO 140Q (-1/2'-0_X_7 MAX -S' �, k -----TABLE 3 ANCHOR - SEE [11 COLUMN POST 11-A.1 [3] BASE RAIL 155 TO 180 516-0 X 7" ANCHOR - SEE NOTES: TABLE 11-A1 1. EXPANSION ANCHORS, WEDGE ANCHORS OR ADHESIVE ANCHORS MAY DE USED. 2. MIN. EMBEDMENT DEPTH TO BE 4". 3. ANCHORS TO BE SPACED NO MORE THAN 6" FROM POSTS. .' 4. ALL ANCHORS TO BE A307 EQUIVALENT OR BETTER. MIN. 4" EDGE DIST. t 11 [1] COLUMN POST i ANCHOR - SEE TABLE 11-A1 MIN. 4" THK A [3] DA5E RAIL CONCRETE SLAB r W6X6 / 6 WELDED !° . WIRE OR FIBER MESH �A' J (3) #4 REDAR CONT. < N Ii o <o SCALE: NTS SECTION A -A MIN. 4" EDGE DIST. A A [1] COLUMN POST - [3] RASE RAIL UJ- 9 •. wW w SECTION D -D 0 MIN. 4" EDGE DIST. [7] BASE ANGLE - ANCHOR - SEE TABLE 11 -Ai MIN. 4" 1-1/2" x 1-1/2"CONCRETE SLANOTCH LAtGONE—T GRADEW6X6 / 6 WELDED WIRE MESH(3) #4 REDA< oc � ALT. NOTCHED EDGE DETAIL W oui <o MANUFACTURED BY: 270 Old Highway 99 Maxwell, CA 95955 1-877-604-2777 ENGINEERED BY: A&A ENGINEERING CML • STRUCTURAL 5911 Renai—ec Place, Suite B . Toledo, OH 43623 Tel. 419.292-1983. Fax. 419.292-0955 —an-engince-com DRAWING INFORMATION PROJECT: 2Ot WIDE DUILDING5 LOCATION: STATE OF CALIFORNIA PROJECT NO.: 232-14-0119 SHEET TITLE: FOUNDATION OPTION 1: CONCRETE SLAB SHEETNO.: 11-A / 11 DRAWN BY: IZM DATE: 2/15/14 CHECKED BY: OAA DATE: 2/15/14 LEGAL INFORMATION - ANY MODIFICATION OR DUPLICATION OF THIS DRAWING IN WHOLE OR PART 15 STRICTLY FORBIDDEN. ANYONE DOING 50 WILL BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. - DRAWINGS VAUD UP TO I YEAR FROM DATE OF I55UE [11 COLUMN P05TI SEAL: [3] BASE RAIL ADE OPTION 2: EDGE FLUSH DETAIL O SCALE: NTS 0 ROFESS/Ok9 CIVIL OMAR A. m ABU-YASEIN m C73389 ��Q �F OF CAL\FO/ DATE EXPIRES: 12/3112014 DATE SIGNED: FEB 15 2014 Butte County Department of Development Services PERMIT CENTER 7 County Center Drive, Oroville, CA 95965 Main Phone (530)538-7601 Permit Center Phone (530)538-6861 Fax (530)538-7785 SITE FLAN Assessor's Pa rcel N u m ber: Fal ® E� 2 ® ®— ® CT 1 Permit #: FORM NO DBP -3 AID PROVIDE MINIMUM DISTANCE FROM �! z ••- . j FOOTING .OF STRUCTURE OF 5 FT P ,�j �C IRO j - FROM ALL PORTIONS OF PRIVATE Of- b— / 6 x c SEWAGE DEPOSAL SYSTEM INCUDINGL°i' W a. SEPTIC TANK, LEACH AREA AND PITS _ • .1111 'vt�'.w.�` t , BUTTE COUNTY =..--• NO CONSTRUCTION IN r.6 JUN 26 2014 ;..._ = EASEMENTS PERMIT# ••.... ALL PORTIONS OF �rRUCTURE TO BE OUT ' OF EASEMENT -INCLUDING FOOTINGS; BU 1 rE COUNTY DEVELOPMENT SERVICES �� � �$� DEVELOPMENT ..t EVIEWED FOR � � N o - SERVICES ►�� �� � ,.._ a FOUNDATIONS, WALLS, EAVES AND ROOF •, . >:Xl s (� � -••-- DATE b BY aw SQ .....j ♦ S.t .fir- _0(1�5e s APPROVED PLANS AND w PERMIT SHALL.BE ON SITE a FOR ALL INSPECTIONS ....a EXt�Tt�16 t i Owner Name:�C u Scale 1" TrF Address /Phone: o 6C0 e -A `1 _ 4 7 -3 X0217 q Site Location: 5Y �ttr�,n� �aZ ICD i o o Contact Name: Rid -66#6-6 45 cVNA) Phone: 5730 vr2 / 7*/�- K:\NEW WEBSITE\Building\Building Forms & Documents\2014\2014 Forms = Completed\DBP\DBP-03_Site Plan Paper rev'd_3.6.2014 AKM.doc til e ��81 Page 1 of 11 p ,e%JrrF, Butte County Department of Development Services ' FORM NO {• • PERMIT CENTER •� y' 7 County Center Drive, Oroville, CA 95965 �BP-06 aUN� Main Phone (530)538-7601 Permit Center Phone (530)538-6861 Fax(530)538-7785 PLAN CHANGE, CHECK, OR RETURN -] VAI Contact Person Name: t� 11 Contact email:. i . // _� Contact Phone Number: Date Submitted: Permit Number: Assessor's Parcel Number: 06 ❑ COMPLETE SET OF PLANS PARTIAL SET OR PAGES OF PLANS (LIST PAGES BELOW) Please check any that apply: ❑ Response to Plan Check Letter? Response to Building Inspection Correction Notice? ❑ Is there additional square footage? ❑ Is unfinished area being in -filled or completed? �>O Other: rl" A GQ �l�c �A (M ✓ — T1(u5� 25 LIST OF ITEMS SUBMITTED 1. 2. 3. 4. 5. --------------- Minimum 1 hour plan change fee to be collected at time of submission. Plans Examiner will determine if additional plan checldng fees are required: ❑ Minimum $127.00 paid ❑ Additional Fee Amount Due: t.. ,. .r... ..:; E" vT..>>i± ":!i ,[t u±1ding`r3cii1ding [=ones &e:+Ccc=.±±cnis ap(x: �c 0,F! ik;...:-i±ar:J.+:r,s .,3iu ,±± ii;; `:`r'.�d D -es with :ei k+icd !as tic) 2(±I ;"Plan i •hatinz: ' onn 1.%l.iP-sln (i. v`cf 1. i �.!:-A / Page 1 of 1 Iq GSI" PRA 1 *1IS Of xr MiTOk USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: 1508-086 Fax 916/676-1909 McAllister, Todd The truss drawing(s) referenced below have been prepared by MiTek, USA, Inc. under my direct supervision based on the parameters provided by Systems Plus Lumber. Pages or sheets covered by this seal: R45319299 thru R45319300 My license renewal date f6i the state of California is December 31, 2016. Lumber design values are in accordance with ANSI/ TPI I section 6.3 These truss designs rely on lumber values established by others. PERMIT #ENT SERVKA:0 B—U:ffE—00UNT'YD ELaP M, REVIEWED FOR CODE CO PLIANCE 9?,OFESS/0DATE Py— Cli ()IN10 40� — - Alz 1p G) co Co 76428 Uj 4C EXP. 12/31/21016 dv September 1,2015 Hernandez, Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI 1. BUTTE '• COUNTY NOV 16 2015 DEVELOPMENT SERVICES Job Truss Truss Type Qty PlyMcalister, Todd 1508-086 A6 Common 12 1 R45319299 ' sva EMS PLUS LUMBER CO A (loc) Vdefl Ud Job RBferBtlCB o 'Ondl 6 NDERSON, CA 7.630 s Jul 28 2015 MiTek Industries. Inc. Tue Sep Ot 14:28:51 2015 Page 1 ID:V9Lf9EQVoCUXiFBhZRvoGCyml F8-aYDQkEGRJZwsiKmpNRg3uzPY8o9PE71 P?VJg5iyhxrg -1-0-0 4-56 8-4-4 10.2-3 1 12;-0 .13.11$ 14-91 167-12 20-610 25-0-0 1.0-0 4-16 310.14 1-9-15 OS -13 1-10.0 i-5$ 10.5 1-9-15 3-10-14 4-5.6 1-0-0 Scale = 1:44.4 5x6 = 4x8 = 6x8 = 4x5 =05 = 4x8 = 64-4 F 167-12 I 25..60 83-4 d (ps130 TCLL 0 SPACING- 2-M CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.21 . N -O >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.69 Vert(TL) -0.50 N -O >588 180 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(fL) 0.06 L n/a Na BCDL 10.0 Code IBC2012/rP12007 (Matrix -M) Attic 0.08 N-0 1232 360 Weight: 150 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 OF No.1&Btr G *Except* TOP CHORD G-J,D-G: 2x6 OF SS G BOT CHORD BOT CHORD 2x8 OF No.2 WEBS 2x4 OF No. 1&Btr G *Except* K-N,C-O,G-Q: 2x4 OF Stud/Std G REACTIONS. (lb/size) . B=1491/03-8, L=1491/0-3-8 Max Horz B=-107(LC 11) Max Uplift B=-1 2(LC 10), L=-12(LC 11) Max Grav B=1537(LC 2), L=1537(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2950/0, C -D=-2538/0, D -V=-2433/0, E -V=-2428/0, E -F=-2048/0, F-G=0f711, -H=0/708 H -I=-2051/0 I -W=-2428/0 J -W=-2433/0, J -K=-2538/0 K -L=-2960/0 BO HORD B -P 1/2614, O P 0/2614, N O-0���6U116 BS F-0=-3005/0, H-0=3005/0, I -N=0/786, K -N=-640/1 58, E-0=0/790, C-0=-626/156, G -Q=0/293 Structural wood sheathing directly applied or 3-2-15 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide- NOTES- (13) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL --1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. s truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit betwe ottom chord and any other members. 7) Ceiling dead load (5. F-0 H -Q; Wall dead load (5.Opsf) on member(s).l-N, E-0 8) Bottom chord live load (40.0 psf) and additional bottom chord dead loa ps apple on 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, L. 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. I& WARNING - VerMy design parameters and READ NOTES ON THIS AND INCWDE =REFERANCE PAGE NIA -7473 rev. 02(1&2015 BEFORE USE. Design void lot use only with Mlek connectors. This design is based only upon rameters shown, and is for an individual building component. Applicabilty of design parameters and proper incorporation of component i responsitsiify of buikling designer not truss designer. Bracing shov is for lateral support of Individual web member only. Additional lenyrorary acing to kisune staidly during construction is the responsrt"ll ty erector. Addilionat permanent bracing of the ovenal structure Is the respon bily of the building designer. For general guidance begat tobric tion, quality control storage, delivery, erection and bracing, consul ANSI/TPll Quality Criteria, DS8.89 and SCSI Bulidin ponaM Safety Wormation available from Tmss Pkde Institute. 781 N. Lee Street, Sui a 312, Alexandria, VA 22314. Q?,pFESS/0 76 Z rn rn EXP. 12/31/2016 qTF�= \OFC September 1 7777 Greenback Lane Suite 109 lob Truss Truss Type qty plyMcAllister. Todd 1508-086 R6E Common Supported Gable 2 1 845319300 Job Reference (optional) SYSTEMS PLUS LUMBER CO. ANDERSON. CA 7.630 s Jul 28 2015 MTek Industries. Inc. Tue Sep 01 14:28:53 2015 Pape 1 w. v au acw wUAir orw-mvoul,ymi ro-AxLouwrinr7waDaw4-;1 suCZpUUgb7pi8NiTpox9ayhxre -1-0-0 12-6.0 25,.40 1�0 12-F-0 12-6-0 1-0.0 Scale = 1:44.5 3x4 = J K L oxr AL AK AJ AI AH AG AF AE AD AC AB AA Z Y X W v 3x4 = 5x6 = (psl30 September 1,2015 ® WARNING.- verily deafen parameter, end READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE MIL7473 rev. 02/1&2015 BEFORE USE. Design void for use only with Mlek connectors. This design is based only upon Iwrameters shown, and is for an individualbui ding component. � TCLLL 0 SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl •Ud PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.10 Vert(LL) 0.00 T n/r 120 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.05 Vert(TL) 0.00 U n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00. T r1/a . n/a BCDL 10.0 Code IBC2012/TPI2007. (Matrix) Weight: 150 Ib' FT = 20% LUMBER- BRACING - TOP CHORD 2x4 OF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 OF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. OTHERS 2x4 OF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS. All bearings 25-M. Installation au*de. (lb) - Max Horz 8=-109(LC 11) Max Uplift All uplift 100 Ib or less at joint(s) B, V, W. X Y. Z, AA, AB, AL, AK, AJ, AH, AG, AF, AE Max Grav All reactions 250 Ib or less at joint(s) B, T. AD, AC, V, W, X, Y. Z, AA, AB, AL, AK, AJ, AH, AG, AF, AE FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (14) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face)„see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) • This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 11) A plate rating reduction of 20% has been applied for the green lumber members. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, V, W, X, Y, Z, AA, AB, AL, AK, AJ, AH, AG, AF, AE. 13) "Semi-rigid pitchbreaks with fixed heels” Member end fixity model was used in the analysis and design of this truss. 14) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. QROF ESS/p/V �pTN10 hF1�2 W 76428 z m 0 X EXP. 12/31/2016 m uj CIVIL 9rFOF CAL September 1,2015 ® WARNING.- verily deafen parameter, end READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE MIL7473 rev. 02/1&2015 BEFORE USE. Design void for use only with Mlek connectors. This design is based only upon Iwrameters shown, and is for an individualbui ding component. � Appficabirty of design para noben and proper incorporation of consbwnent is respomibtily of building designer- not truss designer. Bracing shown is fon'tateial suplsm1 of hxlivicfual web members only. Additional lenp)oiary bracing to'essune slabilily during construction is the responsibillity of the erection'. Additional permanent bracing of the overall sh'uctuie is the responsibility of the building designer. For general guidance regarding MiTek to bice tion, clually control storage, deivery, erection and bracing, consult ANSV/ Fll Cuatlly Criteria, DSO -89 and SCSI Bupdhrp Component Satiety Information available from Truss Plate hssfitute, 781 N. Lee Sheet Suite 312, Alexandria, VA 22314. 7777 Greenback Lane Suite 109 Cit— welghft CA 95M Symbols PLATE LOCATION AND ORIENTATION 14- 3/4{ Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-1/1 Q, T For 4 x 2 Orientation, locate Numbering System stem 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS Q-2 C2-3 4 o WEBS cMa O N , p U uv h = a_ � b U 0 0 0 General SafetyNotes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2 Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.­ 4. 'Provide copies of this truss design to the building designer, erection supervisor, property owner and r7.a r plates 0- IAa' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7.. Design assumes trusses will be'suitably protected from ' Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI I. software OF Upon request. NUMBERSAETTERS. & Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC-ES Reports: use with fire retardant, preservative treated. or green lumber. The first dimension is the plate width measured perpendicular 4 x 4 ESR-1311, ESR-1352, ESR 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or specified. by text in the bracing section of the 13. Top chords must be sheathed or purlins provided at Output. Use T or I bracing spacing indicated on design. if indicated. 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but © 2012 MiTekO All Rights Reserved approval of on engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. Min size shown is for crushing only. __ k� 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Industry Standards: project engineer before use. ANSI/TPII : National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, MiTek 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood [russes.. MTek Engineering Reference Sheet: MII-7473 rev. 02/16/2015 /nor-�.5hearPLAN -Assessor's Parcel Number: 068-344-031 Building Permit Number: Ai. 1 eX��%4)" 4��- be :d " 6917 i e P : , LI t i —ERMIT# P , i -- ---- - _l _-_ i J --- s _ : - _ _____ -r- , • -- -- ----- ___- __ ___I__ , - - - ---I ' - -- ---- .� BUS : TE COUNTY Q'.. ---,-'1-_- J, AT DOORS ----- - 3 � - ' I LANDINGS I BC SECTIONS SHALL C T H 2013 C 1008.1.5, 1009.1.6, 1009.8 & 1010.7 or for : Dwelli 2013 CRC SECTIONS 311.3 & � I ----I .—�-- ; : -- -- -' - — � -'- -1-- = 1 -i --- - - , -- ;- - : -- ' - =--'-�----- -- I -- - -- 311.7. • 3 %r 1 A i ,�--�--•-�— f '- � —,.r . - - ----- --- •i : ' _ -J �!IAb�GJ.✓'l.� ' �i_�---�-�5_=`.cam-4—_ _.. _— 1 --- - - --- i ,------- i i _ : ..i - --- -- --- i 1 -- - --- -- : I % - --t'---'� i __ ---- - - -_ ms's a_- : `tt.x •�� i -�- 1 - '--�- - _ __ .,.. - - - --' — -•-- --- - � --- i3 - fi — -- — ---- - f --f- F; COMPLY WITH CAUFOR/VIA ELECTRICAL — -_. _ lk :. _.. _- --- � --?--.._..- i• w # ` -- - -- -�- •--_ _• - ; - - --- • -- - -_. ...- -,-- -- ��•- _--f•-_- _ - --�'_ __. ,__ -»-- _ _ ..._ _ _ __ --- =.....•.i-.. ._ CODE-AR77CLE547REQUIREMENTS FOR GROUNDING and BONDING.�- _ _ . NG OF EQUIPOT�NTIAL PLA -- •- -- - - . .. BONDING NE OWNER NAME1Nl�`�VIBER:� Todd''(8fi4r332)and Amie (228-6003) McAllister BUTTE SCALE: I" = 5 Orovill�e, CA 95966 ADDRESS: 142 Pinedale Avenue, COUNTY SITE LOCATION: NOV 16 DEVELOPMENT 2015 DRAWN L3Y.4� b Westids of .Pi-nedale Avef�bew, "Befwegn Foothill Blvd. and Edgwood Drive I - asOwne 4 CONTACT NAME: Same SERVICES �a 545.8 - ARTICLE 547 — AGRICURTURAL BUILDINGS PEWMIY fd._ i7 o.6s� 6U �' e 37Y D LJ 'l.t? .LiENT SE�iO!lCES E , 6 FQ9 NiPLA", CE DATE By �J 0 547.1 Scope. The provisions of this article shall apply to the following agricultural buildings or that part of a building or adjacent areas of similar or like nature as specified in 547.1(A) ® (B). (A) Excessive Dust and Dust with Water. Agricultural buildings where excessive dust and dust with water may accumulate, including all areas of poultry, livestock, and fish confinement systems, where litter dust or feed dust, including mineral feed particles, may accumulate. (B) Corrosive Atmosphere. Agricultural buildings where a corrosive atmosphere exists. Such buildings include areas where the following conditions exist: (1) Poultry and animal excrement may cause corrosive vapors. (2) Corrosive particles may combine with water. (3) The area is damp and wet by reason of periodic washing for cleaning and sanitizing with water and cleansing agents. (4). Similar conditions exist'. 547.2 Definitions. Distribution Point. An electrical supply point from which service drops, service conductors, feeders, or branch circuits to buildings or structures utilized under single management are supplied. Informational Note No. 1: Distribution points are also known as the center yard pole, meterpole, or the common distribution point. Informational Note No. 2: The service point as defined in Article 100 is typically at the distribution point. Equipotential Plane. An area where wire mesh or other conductive elements are embedded in or placed under concrete, bonded to all metal structures and fixed nonelectrical equipment that may become energized, and connected to the electrical grounding system to prevent a difference in voltage from developing within the plane. Site -Isolating Device. A disconnecting means installed at the distribution point for the purposes of isolation, system maintenance, emergency disconnection, or connection of optional standby systems. 547.3 Other Articles. For buildings and structures not having conditions as specified in 547.1, the electrical installations shall be made in . accordance with the applicable articles in this Code. 547.4 Surface Temperatures. Electrical equipment or devices installed in.accordance with the provisions of this article shall be installed in a manner such that they will function at full rating without developing surface temperatures in excess of the specified normal safe operating range of the equipment or device. 547.5 Wiring Methods. (A) Wiring Systems. Types UF, NMC, copper SE cables, jacketed Type MC cable, rigid norunetallic conduit, liquidtight flexible nonmetallic conduit, of other cables or raceways suitable for the location, `With approved termination fittings, shall be the Wiring methods employed. The wiring methods of Article 502, Part II, shall be permitted for areas described in 547.1(A) 70478 2013 California Electrical Code ARTICLE 547 — AGRICULTURAL BUILDINGS Informational Note: See 300.7, 352.44, and 355.44 for installation of raceway systems exposed to widely different temperatures. (B) Mounting. All cables shall be secured within 200 mm (8 in.) of each cabinet, box, or fitting. Nonmetallic boxes, fittings, conduit, and cables shall be permitted to be mounted directly to any building surface covered by this article without maintaining the 6 mm ('/4 in.) airspace in accordance with 300.6(D). (C) Equipment Enclosures, Boxes, Conduit Bodies, and Fittings. (1) Excessive Dust. Equipment enclosures, boxes, conduit bodies, and fittings installed in areas of buildings where excessive dust may be present shall be designed to minimize the entrance of dust and shall have no openings (such as holes for attachment screws) through which dust could enter the enclosure. (2) Damp or Wet Locations. In damp or wet locations, equipment enclosures, boxes, conduit bodies, and fittings shall be placed or equipped so as to prevent moisture from entering or accumulating within the enclosure, box, conduit body, or fitting. In wet locations, including normally dry or damp locations where surfaces are periodically washed or sprayed with water, boxes, conduit bodies, and fittings shall be listed for use in wet locations and equipment enclosures shall be weatherproof. (3) Corrosive Atmosphere. Where wet dust, excessive moisture, corrosive gases or vapors, or other corrosive conditions may be present, equipment enclosures, boxes, conduit bodies, and fittings shall have corrosion resistance properties suitable for the conditions. Informational Note No. 1: See Table 110.28 for appropriate enclosure type designations. Informational Note No. 2: Aluminum and magnetic ferrous materials may corrode in agricultural environments. (D) Flexible Connections. Where necessary to employ flexible connections, dusttight flexible connectors, liquidtight flexible metal conduit, liquidtight flexible nonmetallic conduit, or flexible cord listed and identified for hard usage shall be used. All connectors and fittings used shall be listed and identified for the purpose. (E) Physical Protection. All electricals wiring and equipment subject to physical damage shall be protected. (F) Separate Equipment Grounding Conductor. Where an equipment grounding conductor is installed within a location falling under the scope of Article 547, it shall be a copper conductor. Where an equipment grounding conductor is installed underground, it shall be insulated or covered copper. 2013 California Electrical Code 547.9 (G) Receptacles. All 125 -volt, single-phase, 15- and 20 - ampere general-purpose receptacles installed in the locations listed in (1) through (4) shall have ground -fault circuit -interrupter protection: (1) Areas having an equipotential plane (2) Outdoors (3) Damp or wet locations (4) Dirt confinement areas for livestock 547.6 Switches, Receptacles, Circuit Breakers, Controllers, and Fuses. Switches, including pushbuttons, relays, and similar devices, receptacles, circuit breakers, controllers, and fuses, shall be provided with enclosures as specified in 547.5(C). 547.7 Motors. Motors and other rotating electrical machinery shall be totally enclosed or designed so as to minimize the entrance of dust, moisture, or corrosive particles. 547.8 Luminaires. Luminaires shall comply with 547.8(A) through (C). (A) Minimize the Entrance of Dust. Luminaires shall be installed to minimize the entrance of dust, foreign matter, moisture, and corrosive material. (B) Exposed to Physical Damage. Luminaires exposed to physical damage shall be protected by a suitable guard. (C) Exposed to Water. Luminaires exposed to water from condensation, building cleansing water, or solution shall be=4s 547.9 Electrical Supply to Building(s) or Structure(s) from a Distribution Point. A distribution point shall be permitted to supply any building or structure located on the same premises. The overhead electrical supply shall comply with 547.9(A) and (B), or with 547.9(C). The underground electrical supply shall comply with (A) Site -Isolating Device. Site -isolating devices shall comply with 547.9(A)(1) through (A)(10). (1) Where Required. A site -isolating device shall be installed at the distribution point where two or more agriculturai tuildings'or structures 'are supplied' frorm The ` distribution point. W 40 �� �G,.��i�'ty_�,_•,�,41'��i�:.ai�et,ac�c'ie�a°f.�i+�+ti'S��`+,�+.�Y 70479 547.10 ARTICLE 547 — AGRICULTURAL BUILDINGS (3) Operation. The site -isolating device shall simultaneously disconnect all ungrounded service conductors from the premises wiring. (4) Bonding Provisions. The site -isolating device enclosure shall be connected to the grounded circuit conductor and the grounding electrode system. (5) Grounding. At the site -isolating device, the system grounded conductor shall be connected to a grounding electrode system via a grounding electrode conductor. (6) Rating. The site -isolating device shall be rated for the calculated load as determined by Part V of Article 220. (7) Overcurrent Protection. The site -isolating device shall not be required to provide overcurrent protection. (8) Accessibility. IM site -isolating , be capable of being remotely operated by an operating handle installed at a readily accessible location. The operating handle of the site -isolating device, when in its highest position, shall not be more than 2.0 in (6 ft 7 in.) above grade or a working platform. (9) Series Devices. An additional site -isolating device for the premises wiring system shall not be required where a site -isolating device meeting all applicable requirements of this section is provided by the serving utility as part of their service requirements. (10) Marking. A site -isolating device shall be permanently marked to identify it as a site -isolating device. This marking shall be located on the operating handle or immediately adjacent thereto. (B) Service Disconnecting Means and Overcurrent Protection at the Building(s) or Structure(s). Where the service disconnecting means and overcurrent protection are located at the building(s) or structure(s), the requirements of 547.9(B)(1) through (B)(3) shall apply. (1) Conductor Sizing. The supply conductors shall be sized in accordance with Part V of Article 220. (2) Conductor Installation. The supply conductors shall be installed in accordance with the requirements of Part II of Article 225. (3) Grounding and Bonding. For each building or structure, grounding and bonding of the supply conductors shall be in accordance with the requirements of 250.32; and the following conditions shall be met: (1) The equipment grounding conductor is the largest supply conductor if of the same material, or is adjusted in size in accordance with the equivalent size columns of Table 250.122 if of different materials. Informational Note No. 2: Methods for safe installation of livestock waterers are described in American Society of Agricultural and Biological Engineers (ASABE) EP342.2-1995, Safety for Electrically Heated Livestock Waterers. 70-480 (2) The equipment grounding conductor is connected to the grounded circuit conductor and the site -isolating device at the distribution point. (C) Service Disconnecting Means and Overcurrent Protection at the Distribution Point. Where the service disconnecting means and overcurrent protection for each set of feeders c .c! are located at the distribution oint, } feeders b arc c to bu di or s uctures shallo - plywi; the r n of 250.32 and Article 225, Parts I and II. Informational Note: Methods to reduce neutral -to -earth voltages in livestock facilities include supplying buildings or structures with 4 -wire single-phase services, sizing 3 -wire single-phase service and feeder conductors to limit voltage drop to 2 percent, and connecting loads line -to -fine. Identification. Where a site is supplied by more than one�s`trr _-: o. a permanent plaque or directory shall be installed at each of these distribution points denoting the location of each of the other distribution points and the buildings or structures served by each. 547.10 Equipotential Planes and Bonding of Equipotential Planes. The installation and bonding of equipotential planes shall comply with 547.10(A) and (B). For the purposes of this section, the term livestock shall not include poultry. (A) Where Required. Equipotential planes shall be installed where required in (A)(1) and (A)(2). (1) Indoors. Equipotential planes shall be installed in confinement areas with concrete floors where metallic equipment is located that may become energized and is accessible to livestock. (2) Outdoors. Equipotential planes shall be installed in concrete slabs where metallic equipment is located that may become energized and is accessible to livestock. The equipotential plane shall encompass the area where the livestock stands while accessing metallic equipment that may become energized. (B) Bonding. Equipotential planes shall be connected to the electrical grounding system. The bonding conductor shall be MM copper, insulated, covered or bare, and not smaller than 8 AWG. The means of bonding to wire mesh or conductive elements shall be by pressure connectors or clamps of brass, copper, copper alloy, or an equally substantial approved means. Slatted floors that are supported by structures that are a part of an equipotential plane shall not require bonding. Informational Note No. 1: Methods to establish equipotential planes are described in American Society of Agricultural and Biological EngineersABE) EP473.2-2001, Equipotential Planes in Animal Containment Areas. Informational Note No. 3: Low grounding electrode system resistances may reduce ntial differences in livestock facilities. 2013 California Electrical Code <:.` BUILDING PLANNING 326.1, the first story shall be designated as the floor used for R327.1.2 Purpose. The purpose of this chapter is to estab- lish standards for the protection of life and residential occupancy nearest to the street level which pro- vides primary access to the building. minimum property by increasing the ability of a building located in Hazard Severity Zone within State Responsibility Enforcement of the provisions shall be in accordance with any Fire Areas or any Wildland- Urban Interface Fire Area to resist the Health and Safety Code Sections 13145 and 13146. No the intrusion of flame or burning embers projected by a city, county, city and county, or district shall adopt or enforce vegetation fire and contributes to a systematic reduction in any building ordinance or local rule or regulation relating to conflagration losses. the subject of fire and life safety in large family day-care is inconsistent with those standards adopted by R327.1.3 Application. New buildings located in any Fire homes which the State Fire Marshal, except to the extent the building ordi- Hazard Severity Zone or any Wildland-Urban Interface Fire Area designated by the enforcing agency constructed nance or local rule or regulation applies to single-family res- idences in which day care is not provided after the application date shall comply with the provisions R326.7 Special hazards. Every unenclosed gas fired water heater or furnace which is within the area used for child care of this chapter. Exceptions: . in a large family day-care home shall be protected in such a 1. Buildings of an accessory character classified as way as to prevent children from making contact with those a Group U occupancy and not exceeding 120 appliances. square feet in floor area, when located at least 30 Exception: This does not apply to kitchen stoves or ovens. feet from an applicable building. R326.8 Exiting. Every story or basement of a large family 2. Buildings of an accessory character classified as Group U occupancy of any size located least 50 day-care home shall be provided with two exits which are remotely located from each other. Every required exit shall feet from an applicable building. be of a size to permit the installation of a door not -less. than 3. Buildings classified as a Group U Agricultural 32 inches (813mm) in clear width and not less than 6 feet 8 Building, as defined in Section 202 of this code inches (2032 mm) in height. A manually operated horizontal (see also Appendix C — Group U Agricultural sliding door may be used as one of the two required exits. `Buildings), when located at least 50 feet from an Where basements are. used for day-care purposes, one of applicable building. the *two required exits shall provide access directly to the 4. Additions to and remodels of buildings originally exterior without entering the first story. The second exit from constructed prior to the applicable application the basement may either pass through the story above or exit date. directly to the exterior. R327.1.3.1 Application date and where required. New Rooms used for day-care purposes shall not be located buildings for which an application for a building per - above the first story. mit is submitted on or after July 1, 2008 located in any Fire Hazard Severity Zone or Wildland Interface Fire Exception: Buildings equipped with an automatic sprin= kler system throughout and which have at least one of the Area shall comply with all sections of this chapter, required exits providing access directly to the exterior. including all of the following areas: NFPA 13R may be used in large family day-care homes. 1. All unincorporated lands designated by the State The sprinkler omissions of NFPA 13R shall not apply Board of Forestryand Fire Protection as State unless approved by the enforcing agency. Responsibility Area (SRA) including: Exit doors, including manually operated horizontal sliding 1.1. Moderate Fire Hazard Severity Zones doors, shall be operable from the inside without use of a key 1.2. High Fire Hazard Severity Zones. or any special knowledge or effort. 1.3. Very -High Fire Hazard Severity Zones 2. Land designated as Very -High Fire Hazar SECTION R327 Severity Zone by cities and other local agencies. MATERIALS AND CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE' 3. Land designated WaInterface Fire Are . by cities and otherr local l agencies. Exceptions: SECTION R3271. 1. New, buildings located in any Fire Haza. SCOPE, PURPOSE AND APPLICATION Severity Zone within State Responsibil� R327.1.1 Scope. This chapter applies to building materi- Areas, for which an application for a buil als, systems and or assemblies used in the exterior design ing permit is submitted on or after Jan and construction of new buildings located within a Wild- 1, 2008, shall comply with all section land -Urban Interface Fire Area as defined in Section Ok�� this chapter. R327 -2A. PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES FOR 2013 CALIFORNIA RESIDENTIAL CODE DATE � ✓I jP—BYE_ V. SITE PLAN - Assessor's Parcel Number: 068-344-031 Building Permit Number: X14 O�a55 \ BUTTE i COUNTS' r APR 0 4 2014 DEVELOPMENT ' SERVICES �y r \ APN 068-344-030 APN-068-344-029 1 .289'± 1 _ L _L N 880.02' 15" W 881.89' N 120 48' 19" W SOLAR_ .33.99' Z ––�- – – _ PANEL 30' B.S.L. — 53'± d �, 65'± PROPOSED 25',x25' 4' BARN LOCATION 70 to N I i 20' B.S.L. 3 � I Y 30' B.S.L. 80' t \ 10 t 1 1 0\ \ APPROXIMATE r q I I SLOPE = 5% EXISTING FENCED AREA t I 60 � ' oID ROW C14 100' J J J J J EXISTING LEACHFIELD EXISTING EXISTING CITY J_ J J J J AND SEPTIC TANK HOUSE } DRIVEWAYOF RAVEL 30' B.S.L. — OROVILLE - _ _ _ _ _ S 88°02' 15" E 913.66' GENERAL NOTES: ' 1. LOT IS SERVED BY WATER SYSTEM (THERE ARE I . 0�� APN 068-344-032 NO EXISTING WELLS ON PROPERTY) PERtiaTa blY` I I BUTTE COUNTY DEVELOPMENT SERVICES 2. LOT IS NOT IN A FLOOD ZONE (DESIGNATION X AS REVIEWED FOR SHOWN ON FIRM PANEL 06007CO985 D) _ : i MPLIAN - DATE l9 BY l 3. GRADING SHALL CONFORM TO PROPOSED BARN FOOTPRINT AND DRAINAGE WILL BE DIVERTED BY SWALES. RUNOFF WILL NOT DRAIN ONTO ADJACENT PROPERTY. I I OWNER NAME/NUMBER: Todd (864-3322) and Amie (228-6003) McAllister ADDRESS: 142 Pinedale Avenue, Oroville, CA 95966 I' SITE LOCATION: West side of Pinedale Avenue, Between Foothill Blvd. and Ed wood Drive R CONTACT NAME: Same as Owner ' SCALE: 1" = 80' DRAWN BY: 0. - Assessor's Parcel Number: 068-344-031 a Building Permit Number:0� F:;?14-PLAN : : • -77 : : I i i A. � TY o� 0 4 2014 I i i -R �- i } ; _......._ __ ._.. I_ : I _I 1 i 1-6 All eye! i I i �1- I __. J- i I : = - -L I _ I--� -T -, , : . } i , �pEV9_- N�BT ## �- : _ : : 1 : I moue vWe � it EY , : , OWNER NAME/NUMBER: Todd (864-3322)and Amie (228-6003) McAllister SCALE: 0= 5' ADDRESS: 142 Pinedale Avenue, Oroville, CA 95966 SITE LOCATION: West side of Pinedale Avenue, Between Foothill Blvd. and Ed wood Drive DR;gwiU (3y%- - CONTACT NAME: Same as Owner r C) Building Permit Number: � PLAN - Assessor's Parcel Number: 068-344-031 I. • L .�. ;1 i ( i - ---- - -- - - - - - - --- - J... __ A 666 i �/ • / , . ' � � • ,i r� -'--- / .—I—� I—k ! F! er 7-C I A I I ilo—P ' / i4 G v / ! i ` 1 I � � �• _e I IV• w. - - -- -_ - - - �- - - - - -� - ' --- --�-- 1'-- BI�TF ;iii - -�COE I;plJt�ii' QELQPM' Vt�- VELA 40ITANCIE zNT SkRVICES FOR' -" - - - ---- - - -- �- --- ---- DAT-E. 4-- �114_BY - OWNER NAME/NUMBER: Todd (864-3322)and Amie (228-6003) McAllister SCALE: L5' ADDRESS: 142 Pinedale Avenue, Oroville, CA 95966 SITE LOCATION: West side of Pinedale Avenue, Between Foothill Blvd. and Edgwood Drive DRAWN B — - CONTACT NAME: Same as Owner `a PLAN - Assessor's Parcel Number: 068-344-031 Building Permit Number: 77, 14, 107 - - _ T ;f I- . --+-_ . I-- -I•--- - - I--�--; - 1---}- —_ , � ._ - I--, -- --s--I --; .-!--I—'---r- ' I- i i I `• I I _er��• ��/! i ��� �LGa�,p .�o�r� - ' --�-- i L_ - -T-_ I _ I _ I _ • `T . I_- _ - _ : t_ . it _; __ _ - _; __I 11—l_ �_ E,;�r s�� ,��ei ���� lie+ ash Z1i� I • ! � 1 ; i 1 ! 1 I I I � i ( I E I I i -t-- _Ia5 i • ^ � ev T 1 1 E i BUTT NTY EVA- NT SERVICES , i I I � co b ! oPr�;� j© j" COMPLY wrrH CALITEd FORNIA ELECTRICAL CODE— ARTICLE 547 REQUIREMENTS FOR ,I I Ir OWNER NAME/NUMBER: Todd (864-3322)and Amie (228-6003) McAllister GROUNDING and BONDING. LIUC✓102�SCALE: 1" = S ' BONDING OF EQUIPOTENTIAL PLANE ADDRESS: 142 Pinedale Avenue, Oroville, CA 95966 S,6 SITE LOCATION: West side of Pinedale Avenue, Between Foothill Blvd. and Edgwood Drive DRAWN 0`/��� CONTACT NAME: Same as Owner Ra PLAN - Assessor's Parcel Number: 068-344-031 Building Permit Number: I I- ---!------� ! d -- --I 1 - �..__,dq�6 - - ' --- F _ - - - I _- � — - - 1 - -1- - I I --` I— I i I i l-_�� __I ! I ;_� ----;--;- ► 1 i d 1 �— +- ( ! I � I I__ ! I t :- t —T—I— ��� I--- I i I � I—�. I � I I I 1 I I ff ! ! I I I I i¢f_s__x�� I ..A I'. ► 222222 �!'i. :',Sii.� I C .FI/rI' I '%✓. -��'.� /.+ /:�C '1 1 I I I I ! III I_ e __ , ! I I I I ! 1 I_���I � j - .� r/ _ s �fl a ��� :l `l' �p� ��� &W-- I-- ► � !III I I I_�� I I I i i ;1714 LVVL' 7& 106 i/ ai I a�ul Edi I _c�or,Tbu1� l f _ I C _ 1 e �Cr�� �_. P_ r Graf e� I ,' I� o i c�itil 1 � 'z6,_I i I I I #— —I_PERMIt built: _ I S��� DTE ! i _i%f'l BY ! t i i i F I i I 1 1 I j f 1 I .OWNER NAME/NUMBER: Todd (864-3322) and Amie (228-6003) McAllister SCALE: I'' = 5 ' ADDRESS: 142 Pinedale Avenue, Oroville, CA 95966 SITE LOCATION: West side of Pinedale Avenue, Between Foothill Blvd. and Ed wood Drive BRAWN BY. :?�z CONTACT NAME: Same as Owner PLAN - Assessor's Parcel Number: 068-344-031 Building Permit Number: �k hr 0 Av 2" ell, rt oil' 3' - U " wao J V1 I., I I if I A:" .7 I I A I 51 4 I I IM9211AIT 4d I I/*.,,/ U IV I UTY CO N DEV LO MENt EF VIC V L_J 17—IDAD , r, - -------------------- J I i i r { I :� i , ! I ! I I i I i I I I I ' i I ( OWNER NAME/NUMBER: Todd (864-3322) and Amie (228-6003) McAllister 'SCALE: '-5`' ADDRESS: 142 Pinedale Avenue, Oroville, CA 95966 SITE LOCATION: West side of Pinedale Avenue, Between Foothill Blvd. and Edgwood'Drive ORAWN QY CONTACT NAME: Same as Owner K N. _F F- __1 i I I! I i I� ���•� Eq. I if I 1 .111 1 I 1 d— /* Building Permit Number: �k hr 0 Av 2" ell, rt oil' 3' - U " wao J V1 I., I I if I A:" .7 I I A I 51 4 I I IM9211AIT 4d I I/*.,,/ U IV I UTY CO N DEV LO MENt EF VIC V L_J 17—IDAD , r, - -------------------- J I i i r { I :� i , ! I ! I I i I i I I I I ' i I ( OWNER NAME/NUMBER: Todd (864-3322) and Amie (228-6003) McAllister 'SCALE: '-5`' ADDRESS: 142 Pinedale Avenue, Oroville, CA 95966 SITE LOCATION: West side of Pinedale Avenue, Between Foothill Blvd. and Edgwood'Drive ORAWN QY CONTACT NAME: Same as Owner