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HomeMy WebLinkAboutB14-0914r pp - REGULAR / A -FRAME 24'-0" WIDE CARPORT STYLE BUILDINGS r DESIGN NOTES DESIGN CRITERIA 1. ALL CONSTRUCTION SHALL BE PROVIDED IN PREVAILING CODE: CDC 2013 ACCORDANCE WITH CDC 2013, ASCE 7-10, 05HA, A15C USE GROUP: U (CARPORTS, BARNS) 360, AW5D 1.1 CODES AND ALL APPLICABLE LOCAL 1. DEAD LOAD (D) D = 4 P5F REQUIREMENTS. 2. ROOF LIVE/SNOW LOAD (Lr) Lr = 20 - 70 P5F (AS PER SNOW LOAD) 2. RASE CONNECTIONS SHALL BE PROVIDED AS 3. SNOW LOAD (5) SHOWN ON FOUNDATION DETAILS SHEET. GROUND SNOW LOAD Pg = 20 - 90 P5F IMPORTANCE FACTOR 15 = O.8 3. ALL MATERIALS IDENTIFIED BY MANUFACTURER 4. WIND LOAD (W) NAME MAY BE SUBSTITUTED WITH MATERIAL EQUAL DASIC WIND SPEED V5 =105 -180 MPH EXPOSURE C OR EXCEEDING ORIGINAL. 5. SEISMIC LOAD (E) 4. ALL SHOP CONNECTIONS SHALL DE WELDED DE51GN CATEGORY D IMPORTANCE FACTOR le =1.00 CONNECTIONS. 5. ALL FIELD CONNECTIONS SHALL DE TEK5 #12 LOAD COMDINATION5: 1. D + (Lr OR 5) (1/4"X1'). 2. D + (0.6W OR tO.7E) 6. STEEL SHEATHING SHALL DE 29GA. CORRUGATED 3• D + 0.75 (0.6W OR tOYE) + 0.75 (Lr OR 5) 4. 0.6D + (0.6W OR t0.7E) GALV. OR PAINTED STEEL - MAIN RID HT. 3/4" OR EQ. PERMIT# pp 0% (FY=80K51) T1 rC,r^I noeeFNI BUTTE COUN . T SERVICES 7. ALL STRUCTURAL LIGHT GAUGE TUBING AND RE j I V , R f CHANNELS SHALL DE GRADE 50 STEEL. r-• 1 �g [� c o i n "�? � "f E L I A a I C E 8. STRUCTURAL TUDE T52 1/2"X2 1/2" - 14GA.15 EQUIVALENT TO T52 1/4"X2 1/4" - 12GA- AND EITHEk)ATE Sof I�JI _ BY CAN DE USED INTERCHANGEABLY. COUNTY MAY 0 8 2014 DEVELOPMENT SERVICES DRAWING INDEX COVER SHEET SCHEDULES 6 MEMBER - SECTIONS FRAME SECTIONS & DETAILS SPACING SCHEDULES - & ENCLOSURE NOTES PURLIN & GIRT SCHEDULES SHEATHING OPTIONS 51DE WALL FRAMING & OPEMNG5 END WALL FRAMING & OPENINGS CORNER BRACING DETAILS OPTIONAL LEAN-TO ADDITION FOUNDATION OPTIONS MANUFACTURED BY: 457 N. Broadway, Joshua, TX 76058 1-866-730-9865 ENGINEERED BY: A&A ENGINEERING CIVLL • STHUCCURAL. 5911 Renal- I'l-, Suite B . Tokdo, OI1.13643 T.L 419$921983. 1- ,19-4714)95.5 DRAWING INFORMATION PROJECT: 24' WIDE BUILDINGS -_ 1 LOCATION: STATE OF CALIFORNIA_ PROJECT NO.: 233-13-06 2 SHEET TITLE: 3 COVER SHEET 4 SHEET NO.: 5 D_RnwHBY: IZM_ _ DATE: 1/23/14 _ 6 CHECKED BY: OAA DATE: 1/23/14 -- 7 CERTIFICATION NOTICE CERTIFICATION ON THESE DRAWINGS IS VAUD FOR ONE YEAR FROM DATE OF ISSUE DATE OF ISSUE: 0810112013 OWNER, WIDTH: ADDRESS: BUILDING INFORMATION LENGTH: LEGAL INFORMATION - ANY MODIFICATION OR DURICATON OF THI5 DRAWING IN WHOLE OR PART 6 5TRICTLY FOR&DDEN. ANYONE DOING 50 WILL BE PRD5ECUTED UNDER THE FULL EI(MNT OF THE LAW. - DRAWINGS VALID UP TO I YM FROM DATE OF 66UE SEAL: OQ10F ESS/p�` CIVIL c<`2 � p w MAR A. m -YASEIN ;D pF Cpl\F/ DATE EXPIRES: 12/31/2014 DATE SIGNED: JAN 23 2014 0 TABLE 2.1: MEMBER PROPERTIES aN N l 2 5„I 22 THICKNESS =14GA THICKNESS =14GA 2.5" X 2.5" 14GA TUBE%1 2.25" X 2.25" 14GA TUBEr,1 5CALE:NT5 ' SCALE: NTS C4 R 7 2" � THICKNESS =14GA 2" X 2" 14GA TUBE 3 SCALE:NTS THICKNESS =14GA 2.5" X 1.5" 14GA CHANNEL 4 SCALE: NTS b J `- 42' THICKNE55 =18GA / 14GA 425" X 1.5" X 18GA / 14GA O HAT CHANNEL SCALE: NTS I /1DLt L.L: nr r-^ I T111VL.7 rrrt71 r -Nr -M nI rlr-vULr- • • CORNER PANEL51 SIDE LAPS I EDGE LAPS ELSEWHERE ° 6" C/C MINI 1 4" C/C 8" C/C FASTENER TYPE: TEK5 #12X1" SELF -DRILL SCREWS W/ NEOPRENE/STEEL . e WASHER PERMIT BUTTE COUNTY DEVELOPMENT SERVICES THICKNESS =14GA THCKNE55 =14GA REVIE� �� STRAIGHT BRACKET 6 ANGLE BRACKET 7 WED SCALE: NTS SCALE: NTS ODE COMPLI/® INICE In /I 0 0 n O p N O Cfl 91 THICKNESS = 29GA THICKNESS =14GA THICKNESS =1/4" 29LG SCORRUGATED SHEATHING e DB BRACKET 9 BAS>NT5NGLE to SCALE: W5 MANUFACTURED BY: Joshua, TX 76058 1-866-730-9865 A&A ENGINEERING CIVIL - STRUCTURAL 5911 Rc ftaz , Suite B • Tok&. 01147623 TeL 119292.1983. Ir— 119.2924W DRAWING INFORMATION PROJECT: 24' WIDE BUILDINGS LOCATION: STATE OF CALIFORNIA PROJECT No.: 233-13-'0660 SHEET SCHEDULES AND MEMBER SECTIONS— _ SHEET NO.: 2 / 11 ' DRAWN BY: _ IZM _ _DATE: 1/23/14__ CHECKED BY: OAA DATE: 1/23/14 LEGAL INFORMATION - ANY MODIRCATION OR DUPLICATION OF THIS DRAWING IN WMOLP OR PART IS STRIMY FORBIDDEN. ANYONE DOING 50 WILL BE PR05EQ1TED UNDER THE FULL EXTENT OF THE LAW. - DRAWINGS VALID UP TO I YEAR FROM DATE OF L95LX SEAL' QµOFESS/q CIVIL etL`,L O OMAR A. m ,BU-YASEIN � s� C733139 S OF CAL�FO� DATEEMREs:_ 12/31/2014 DATE simm: JAN 23 2014 PROPERTY DETAIL NO. 1 COLUMN P05T 25'X 25'X 14GA TUBE 1 2 ROOF BEAM 25" X 2.5"X 14GA TUBE 1 3 BASE RAIL 25'X 2.9'X 14GA TUBE 1 4 PEAK BRACE 25'X 25'X 14GA TUBE 4 5 KNEE BRACES 25" X 15" 14GA CHANNEL 4 6 CONNECTOR SLEEVE 229'X 225" X 14GA TUBE 2 7 BASE ANGLE 25X 25'X 3" LG.1/4" ANGLE 10 8 PUP LIN 425'X 15'X 18GA / 14GA HAT CHANNEL 5 9 GIRT 425'X 15'X 18GA / 14GA HAT CHANNEL 5 10 SHEATHING 29 GA CORRUGATED SHEET 8 11 END WALL P05T 2.5" X 25'X 14GA TUBE 1 12 DOOR POST 25" X 25'X 14GA TUBE 1 13 SINGLE HEADER 25" X 25'X 14GA TUBE 1 14 DOUBLE HEADER DBL. 25'X 25"X 14GA TUBE 1 15 SERVICE DOOR / WINDOW FRAMING 25" X 25'X 14GA TUBE 1 '161 ANGLE BRACKET 2" X 2" X 2" LG. 14GA ANGLE 7 17 STRAIGHT BRACKET 2" X 2" X 4" LG.14GA PLATE 6 18 PB SUPPORT 2.9'X 25'X 14GA TUBE 1 19 DIAGONAL BRACE 2" X 2" X 14 GA TUBE 3 20 GABLE BRACE 2" X 2" X 14 GA TUBE 3 21 DB BRACKET 6" X 6'X 14GA PLATE 9 221 TRUSS SPACER 25'X 25'X 14GA TUBE 1 23 ALL FASTENERS TEK5 012 X 3/4" SELF -DRILL 5CREW5 W/ NEOPRENE/5TEEL WASHER aN N l 2 5„I 22 THICKNESS =14GA THICKNESS =14GA 2.5" X 2.5" 14GA TUBE%1 2.25" X 2.25" 14GA TUBEr,1 5CALE:NT5 ' SCALE: NTS C4 R 7 2" � THICKNESS =14GA 2" X 2" 14GA TUBE 3 SCALE:NTS THICKNESS =14GA 2.5" X 1.5" 14GA CHANNEL 4 SCALE: NTS b J `- 42' THICKNE55 =18GA / 14GA 425" X 1.5" X 18GA / 14GA O HAT CHANNEL SCALE: NTS I /1DLt L.L: nr r-^ I T111VL.7 rrrt71 r -Nr -M nI rlr-vULr- • • CORNER PANEL51 SIDE LAPS I EDGE LAPS ELSEWHERE ° 6" C/C MINI 1 4" C/C 8" C/C FASTENER TYPE: TEK5 #12X1" SELF -DRILL SCREWS W/ NEOPRENE/STEEL . e WASHER PERMIT BUTTE COUNTY DEVELOPMENT SERVICES THICKNESS =14GA THCKNE55 =14GA REVIE� �� STRAIGHT BRACKET 6 ANGLE BRACKET 7 WED SCALE: NTS SCALE: NTS ODE COMPLI/® INICE In /I 0 0 n O p N O Cfl 91 THICKNESS = 29GA THICKNESS =14GA THICKNESS =1/4" 29LG SCORRUGATED SHEATHING e DB BRACKET 9 BAS>NT5NGLE to SCALE: W5 MANUFACTURED BY: Joshua, TX 76058 1-866-730-9865 A&A ENGINEERING CIVIL - STRUCTURAL 5911 Rc ftaz , Suite B • Tok&. 01147623 TeL 119292.1983. Ir— 119.2924W DRAWING INFORMATION PROJECT: 24' WIDE BUILDINGS LOCATION: STATE OF CALIFORNIA PROJECT No.: 233-13-'0660 SHEET SCHEDULES AND MEMBER SECTIONS— _ SHEET NO.: 2 / 11 ' DRAWN BY: _ IZM _ _DATE: 1/23/14__ CHECKED BY: OAA DATE: 1/23/14 LEGAL INFORMATION - ANY MODIRCATION OR DUPLICATION OF THIS DRAWING IN WMOLP OR PART IS STRIMY FORBIDDEN. ANYONE DOING 50 WILL BE PR05EQ1TED UNDER THE FULL EXTENT OF THE LAW. - DRAWINGS VALID UP TO I YEAR FROM DATE OF L95LX SEAL' QµOFESS/q CIVIL etL`,L O OMAR A. m ,BU-YASEIN � s� C733139 S OF CAL�FO� DATEEMREs:_ 12/31/2014 DATE simm: JAN 23 2014 (4] PEAK BRACE 1A 3 (2] ROOF BEAM --t A— t 1 [3] BASE RAL 12 — 13 8' 2 3 [5] KNEE BRACE - SEE TABLE 3.1 FOR LENGTIH [t] COLUMN P05T 231-91/2" TYP. A -FRAME SECTION SCALE: NT5 12 3 [2] ROOF DEAM j [5] KNEE BRACE - ATTACH WITH (2) [23] FASTENERS E.S. [6]6"LG. CONNECTOR SLEEVE - FIELD DOLT W/ [23] FASTENERS E.S. - SEE TABLE 32 FOR NO. OF FASTENERS REQD. [1] COLUMN POST [4] PEAK BRACE 1.B (2) ROOF BEAM 3 I ^L 1 8' 12 —13 [5] KNEE BRACE - SEE TABLE 3.1 FOR LENS H 'ERM7 BUT it COUNTY DEVELOPMENT EI^sem REVIE ED1� 11. FOR -POST CO, I�L�CE [3] BASE RAIL E 12 3 �— �s [l 2 ROOF BEAM [5] KNEE BRACE - ATTACH WITH (2) (23] FA53TENER5 E5. [6]8"LG. CONNECTOR SLEEVE - FIELD DOLT W/ [23] FASTENERS E.5.- SEE TABLE 32 FOR NO. OF FA5TENER5 REQD. (1) COLUMN POST 231-91/2" TYP. REGULAR FRAME SECTION SCALE: NTS [2] ROOF BEAM (4A] CHANNEL PENEE5�. ATTACH W/ (2) [23] FAST (TOTAL 4 EACH END). MAINTAIN MIR 1" EDGE DISTANCE AND SPACM PEAK BRACE CONNECTION DETAILS -,-) SCALE: NTS [616" LG. CONNECTOR SLEEVE. FIELD BOLT W/ [23] FASTENERS SEE TABLE 32 FOR NO. OF [1] COLUMN P05T FASTENERS REQD. A. 'A' -FRAME B. REGULAR FRAME EAVE DETAIL/' -1-'\ SCALE: NT5 (2] ROOF BEAM TABLE 3.1: KNEE BRACE SCHEDULE [17] STRAIGHT BRACKET. [3] BASE RAIL SECURE TO PB SUPPORT UP T08' 24" AND ROOF BEAMS OR (18) PB SUPPORT- FOR PEAK DRACE W/ (4) [23] PEAK BRACES LONGER BA5E DETAIL 9 T012' 736° FASTENERS E5 THAN 12'-0"3 SCALE:NfS TABLE 32 FASTENER SCHEDULE (4B] PEAK BRACE v MANUFACTURED BY: 457 N. Broadway, Joshua, TX 76058 1-866-730-9865 ENGINEERED BY: A&A ENGINEFIUNG CTVR. • STRUCTURAL 5911 Renaa- PLa , Suie B •'rokdo, 0114.Tfi29 TA 419-292-19M • Fac 119-W24)9M wwnaa-eopnann�ni DRAWING INFORMATION PROJECT: 24' WIDE BUILDINGS LOCATION: STATE OF CALIFORNIA PROJECT NO.: 233-13-0660 SHEET TITLE: FRAME SECTIONS & DETAILS SHEET NO.: DRAWN BY: IZM DATE: 1/23/14 CHECKED BY: OAA DATE: 1/23/14 LEGAL INFORMATION - ANY MODIFICATION OR DUPLICATION OF THIS DRAWING IN WHOLE OR PART 15 5TRJMY FORBIDDEN. ANYONE DOING 50 WAIL BF PROSECUTED UNDER THE FULL EXTENT OF THE LAW. - DRAWINGS VALID UP TO I YEAR FROM DATE OF ISSUE SEAL: QFtOFESS/O� CIVIL �` C• OMAR A. m 1BU-YASEIN � �w i�JCA F OF S -SFO/ m 125 4 NOTE: COLUMN P05T MAY DE ADJUSTED tt" FOR LEVELING. 155 6 PB SUPPORT DETAIL MANUFACTURER IS NOT RESPONSIBLE FOR LEVELING OF GROUND DATEamREs: 12/31/2014 SCALE:NrS 4AND/OR CONCRETE SURFACE PROVIDED DY OTHERS.teo 8 DATE SIGNED: JAN 23 2014 TABLE 4: FRAME SPACING SCHEDULE NOTES: 1. FRAME SPACINGS ARE IN UMTS OF FEET (FT). 2. WHERE TWO VALUES ARE SHOWN, THE HIGHER VALUE CAN ONLY BE USED FOR VERTICAL SHEATHING. 3. SNOW LOADS AND ROOF LIVE LOADS ARE IN POUNDS PER SQUARE FOOT (P5F). WIND SPEED 15 3 SEC. GUST IN MILES PER HOUR (MPH). 4. FOR VALUES THAT LIE BETWEEN TWO CELLS, THE HIGHER (MORE STRINGENT) VALUE HAS TO BE USED. INTERPOLATION BETWEEN CELLS 15 NOT ALLOWED GENERAL ENCLOSURE NOTES: 1. TYPICAL ENCLOSED AND OPEN BUILDINGS ARE AS SHOWN ON THE RIGHT. 2. THE MAX. BUILDING LENGTH FOR ENCLOSED BUILDINGS 15 50'-O'. THIS CAN BE INCREASED BY ADDING A DOUBLE FRAME AT THE CENTER TO BREAK THE LENGTH OF THE BUILDING. 3. FOR ENCLOSED BUILDINGS, ONE END WALL CAN BE OPEN IF THE OTHER END WALL 15 'ENCLOSED. THE OPEN END WALL MUST HAVE EITHER GABLE FRAMING (SEE SHEET 8A) OR A DOUBLE END FRAME. 4. OPEN BUILDINGS CAN HAVE PARTIALLY ENCLOSED 51DE WALLS. FOR 51DE WALL5 UP TO 3' ENCLOSED THERE IS NO CHANGE IN THE DESIGN. FOR GREATER THAN 3' 51PE WALL ENCLOSURES. THE SPACING FROM ABOVE TABLES NEEDS TO BE REDUCED BY 6". 5. OPEN BUILDING WITH PARTIALLY ENCLOSED END WALL5 NEED TO HAVE 51PE WALL BRACING TO SUPPORT THE PARTIALLY ENCLOSED SIDE WALL. SEE SHEET 9 FOR TYPICAL BRACING DETAILS. PERMIT # BUTTE COUN--� SERVICES RE\/Jii FOR ' CODS APLIANCE DATE -VI/ BY G TYP. ENCLOSED BUILDING TYP. OPEN BUILDING SCALE: NTS SCALE NTS MANUFACTURED BY: 457 N. Broadway, 'Joshua, TX 76058 1-866-730-9865 ENGINEERED BY: A&A ENGINEERING - crm. • s-rRUCn1RAL 5911 Ruub- Pl-, Suue B • T-kdo, Of 143623 Td •119392.1933 • Fax 419-29249M awwaa<npirensom DRAWING INFORMATION PRaECT: 24' WIDE BUILDING5 LOCATIoN: STATE_ OF_CALIFO_R_ MA PROJECT NO.: 233-13-00 SNEETTITLE: •------------- SPACING SCHEDULES & ENCLOSURE NOTES SHEET NO._ .--- - 4 / 11' DRAWN BY: IZM DATE: 1/23/1_4_ C NECKED BY: OAA DATE: 1/23/14 LEGAL INFORMATION - ANY MODIFICATION OR DUPLICATION OF TM6 DRAWING IN WHOLE OR PART IS STRICTLY FORBIDDEN. ANYONE DOING 50 WALL BE PRO5ECUfED UNDER TME FULL EXTENT OF THE LAW. - DRAWWG5 VALID LIP TO I YEAR FROM DATE OF 69JE SEAL: Q9.OF ESS10� CIVIL �R`2 G, OMAR A. m 1BU-YASEIN x s� ` C73381 3 OF CAL\FOS DATE ExPIREs: 12/31/2014 DATE SIGNED: JAN 23 2014 GROUND SNOW / ROOF LIVE LOAD (P5F) • r : r WIND SPEED (MPH) • - r WIND SPEED (MPH) 105 115 130 140 155 165 180 105 115 130 140 155 165 180 • • • • 30/20 40/25 50/35 60/40 70/50 80/60 90/70 5 5 5 4.5/5 35 35 3 4. 9= 4 4 i 35 3 25 4.5/5 45/5 45/5 4.5/5 35 35 3 K' 35 '-' 4 4 4 4 35 35 3 1>!251% -fl 1i x;25 .t '., 2.5 _; { 25 I :2,-,.,. 3 3 3 3 3 3 3 : ii25 2; 't)'25 `�2.5 - i;+ 25 1 .Q5 vti; Y-,`- 25 ys $ 25 25 25 25 25 25 25 P- 4e47 ' 2 2= < ;� 2 '> 2 2 2 2 2 2 22i' l:K<2-e_-'L5 V P�'. ? 15 15' 1.5 15 15 15 15 1.5 15 ox,15 ^ • • • 30/20 40/25 50/3.5 60/40 70/50 80/60 90/70 €� 5 _h'' P5 °_'i rt5 '-' '.=45/5' P4 f , €';35/.4`x' h35/4 45 4.5 4/45 3.5/45 3/4 3 25 t 45/5 1.4.5/5:a 4515: 145/5 r 4 735/4 35/4 3.5 35 35 3.5 3/35 3 25 t 4 i 4 ',' 4- + ` { 4: y.1 ,. * 4 ' .. ': 35/4 35/4:_ 3 3 3 3 3 3 2.5 3 R: . 3 .': a _'3 `3'- -S- 3 »i2�`; 3 �- 2.5 25 2.5 25 25 25 2.5 1"2.5 !19• i:25'=t" .:x:25,e ..` 2:5 ' .5 - 25 rc .'25 ';+ 2 2 2 2 2 2 2 4- 2;', 1 32k.`:, ..x 2 w 2rrc 2 2 2 2 2 2 2 S11.5 ';41.5 i I 15 1.5 "V 15 15 15 15 1.5 1.5 1.5 • • 30/20 40/25 50/35 60/40 70/50 80/60 90/70 5 5 5 4.5/5 4/45 35/45 35/4.5 f'.t 5 _ ;"45/5-, ;.4/5 _ ` i 35/45 3/4 . `3/35-21 4.5/5 45/5 1 4.5/5 45/5 4/45 3.5/45 3.5/45i3/4 ` ' 3/35 `^.' 4 4 4 4 4 35/4 3.5/4 - 35.11 s'"165 _ 's35 m. '" %35 s' ;--3/315'f'[!;' 3 3 3 3 3 3 ,-'r 3, 5-a3 s=` 3,- "F 2.5 2.5 25 25 2.5 2.5 25 2.5 l' .2.5 : x:25 a , "25 'X . i:.25 e,. '�I : 25 ?.- -' 25. .i j 25 2 2 2 2 2 2 2 w2.:2 ..� :fi2? 1.5 15 15 15 15 15 1.5 <i 15 r: , 15-") NOTES: 1. FRAME SPACINGS ARE IN UMTS OF FEET (FT). 2. WHERE TWO VALUES ARE SHOWN, THE HIGHER VALUE CAN ONLY BE USED FOR VERTICAL SHEATHING. 3. SNOW LOADS AND ROOF LIVE LOADS ARE IN POUNDS PER SQUARE FOOT (P5F). WIND SPEED 15 3 SEC. GUST IN MILES PER HOUR (MPH). 4. FOR VALUES THAT LIE BETWEEN TWO CELLS, THE HIGHER (MORE STRINGENT) VALUE HAS TO BE USED. INTERPOLATION BETWEEN CELLS 15 NOT ALLOWED GENERAL ENCLOSURE NOTES: 1. TYPICAL ENCLOSED AND OPEN BUILDINGS ARE AS SHOWN ON THE RIGHT. 2. THE MAX. BUILDING LENGTH FOR ENCLOSED BUILDINGS 15 50'-O'. THIS CAN BE INCREASED BY ADDING A DOUBLE FRAME AT THE CENTER TO BREAK THE LENGTH OF THE BUILDING. 3. FOR ENCLOSED BUILDINGS, ONE END WALL CAN BE OPEN IF THE OTHER END WALL 15 'ENCLOSED. THE OPEN END WALL MUST HAVE EITHER GABLE FRAMING (SEE SHEET 8A) OR A DOUBLE END FRAME. 4. OPEN BUILDINGS CAN HAVE PARTIALLY ENCLOSED 51DE WALLS. FOR 51DE WALL5 UP TO 3' ENCLOSED THERE IS NO CHANGE IN THE DESIGN. FOR GREATER THAN 3' 51PE WALL ENCLOSURES. THE SPACING FROM ABOVE TABLES NEEDS TO BE REDUCED BY 6". 5. OPEN BUILDING WITH PARTIALLY ENCLOSED END WALL5 NEED TO HAVE 51PE WALL BRACING TO SUPPORT THE PARTIALLY ENCLOSED SIDE WALL. SEE SHEET 9 FOR TYPICAL BRACING DETAILS. PERMIT # BUTTE COUN--� SERVICES RE\/Jii FOR ' CODS APLIANCE DATE -VI/ BY G TYP. ENCLOSED BUILDING TYP. OPEN BUILDING SCALE: NTS SCALE NTS MANUFACTURED BY: 457 N. Broadway, 'Joshua, TX 76058 1-866-730-9865 ENGINEERED BY: A&A ENGINEERING - crm. • s-rRUCn1RAL 5911 Ruub- Pl-, Suue B • T-kdo, Of 143623 Td •119392.1933 • Fax 419-29249M awwaa<npirensom DRAWING INFORMATION PRaECT: 24' WIDE BUILDING5 LOCATIoN: STATE_ OF_CALIFO_R_ MA PROJECT NO.: 233-13-00 SNEETTITLE: •------------- SPACING SCHEDULES & ENCLOSURE NOTES SHEET NO._ .--- - 4 / 11' DRAWN BY: IZM DATE: 1/23/1_4_ C NECKED BY: OAA DATE: 1/23/14 LEGAL INFORMATION - ANY MODIFICATION OR DUPLICATION OF TM6 DRAWING IN WHOLE OR PART IS STRICTLY FORBIDDEN. ANYONE DOING 50 WALL BE PRO5ECUfED UNDER TME FULL EXTENT OF THE LAW. - DRAWWG5 VALID LIP TO I YEAR FROM DATE OF 69JE SEAL: Q9.OF ESS10� CIVIL �R`2 G, OMAR A. m 1BU-YASEIN x s� ` C73381 3 OF CAL\FOS DATE ExPIREs: 12/31/2014 DATE SIGNED: JAN 23 2014 ',�;,„.`*••\ MANUFACTURED BY: c'\ • 1101511-1 ... [11J END WALL POST SEE TABLE 221 ` FASTENER SCHEDULE TYP. HORIZONTAL SHEATHING DETAIL 1 SCALE: NTS 1 6 TYP. HORIZONTAL SHEATHING BU E COi)NTV OES/FLOPMENT SERVICES SCALE: NfS _REVIEWED FOR /� 4. < [8]PURLINs PFFT"4�'DE NAPLIANCE Se, Si SEE TABLE 22 FOR FASTENER SCHEDULE [10] SHEATHNG i GENERAL SHEATHING NOTES: 1. REGULAR STYLE BUILDINGS CAN ONLY HAVE HORIZONTAL SHEATHING ON ROOF AND WALLS. 2. A -FRAME STYLE BUILDINGS CAN HAVE ANY COMBINATION OF HORIZONTAL OR VERTICAL SHEATHING ON ROOFS AND WALLS. 3. BOTH HORIZONTAL AND VERTICALS ROOF SHEATHING CAN HAVE MAX. 6" OVERHANG. 4. USING VERTICAL 5HEATHNG MAY ALLOW FOR GREATER FRAME SPACING. SEE NOTE 2 UNDER TABLE 4. [8] PURLINS L ATTACH PURLINS TO ROOF DEAM5 W/ (2) (23] FASTENERS ROOF VERTICAL SHEATHING DETAIL ,_-) SCALE: NTS ATTACH GIRT5 TO POSTS W/ (2) (23] FASTENERS SEE TADLE 22 FOR FASTENER SCHEDULE [9J GIRT5 J [10] SHEATHING WALL VERTICAL SHEATHING DETAIL 3 SCALE: NTS Joshua, TX 76058 1-866-730-9865 -ENGINEERED BY: A&A ENGINEERING. , CIVIL •STRUCIURAL ' 5911 Rcna;� PLr , Suite B . Tokdo. OH .13623 TeL 119.2921983. F., 419-M4955 xww-nginrn.cmn DRAWING INFORMATION PROJECT:. 24` WIDE DUILDING5 _ LOCATION:. STATE OF CALIFORNA__ PROJECT NO.: 233-13-0660 SHEETTITI.E: SHEATHING OPTIONS AND DETAILS SHEET NO.: 6 / 11 DRAWN BY: IZM DATE: 1/23/14 CHECKED BY: OAA DATE: 1/23/14 LEGAL INFORMATION - ANY MODIFICATION OR DUPLICATION OF THIS DRAWING IN WHOLE OR PART 15 STRICTLY FORBIDDEN. ANYONE DOING 50 WILL BEPRO5ECUTED UNDER THE FULL EXTENT OF THE LAW. - DRAWINGS VAUD UP TO I YEAR FROM DATE OF ISSUE QµOFESS/O CIVILCO h f, w OMAR A. m - ASEIN ;D I s� C73389 S 9TF OF CALfO�� DATE EXPIRES: 12/31/2014 DATE SIGNED: JAN 23 2014 MAX. 2 CUT FRAMES / / CLEAR BAY EACH SIDE OF OVERHEAD DOOR OPENING & AT BUILDING CORNERS 51PE WALL OVER HEAD DOOR OPENINGS SCALE:Nr5 CLEAR BAY EACH 51DE OF OVERHEAD DOOR OPENING 6 AT BUILDING CORNERS 51PE WALL OVER HEAD DOOR OPENINGS WITH TRU55 STYLE HEADER PERMIT # I SCALE: NTS BUTTE COUNTY DEVELOPMENT SERVICES EV I Elul E D FO r 411%CODS MPLIANG - qTF �i Cf� BY—C,-51PE WALL FRAMING NOTES: 1. TRU55-5TYLE HEADERS ARE REQUIRED FOR WHERE THE GROUND SNOW LOAD 15 GREATER THAN 40 P5F. 2. DESIGNS AND DETAILS SHOWN HERE ARE APPLICABLE TO MIN. 12" FROM CORNERS BOTH REGULAR AND A -FRAME STYLE BUILDINGS. OR COLUMN P05T5 TO ACCOMMODATE ANCHORS 3. MAX. HEIGHT OF 51PE WALL DOOR OPENNG5 DEPENDS ON 'IF BASE RAIL 15 REMOVED POST LENGTH NEEDED TO ACCOMMODATE KNEE BRACES. 4. OVERHEAD DOOR OPENINGS CANNOT CUT THROUGH MORE THAN 2 FULL FRAMES. 5. MIR 1 CLEAR BAY MUST DE MAINTAINED BETWEEN ANY 2 OVERHEAD DOOR OPENINGS. A CLEAR BAY 15 A SPACE BETWEEN TWO FRAMES THAT HAS NO OVERHEAD DOOR 7_B OPENINGS. r_ OPENINGS SIZED TO FIT 6. MIN.1 CLEAR BAY MUST ALSO BE MAINTAINED FROM THE 7-B SERVICE DOOR AND BUILDING CORNERS. WINDOW 7. SERVICE DOORS AND WINDOWS CAN BE PLACED 1N CLEAR SIDE WALL SERVICE DOOR / WINDOW OPENINGS BAYS OR ANY WHERE ELSE A5 NEEDED. SCALE: NTS MANUFACTURED BY: 457 N. Broadway, Joshua, TX 76058 1-866-730-9865 ENGINEERED BY: A&A ENGINEERING CrvL1. - STRUGITJRAL 5911 Rini—c Race, Suite R • Tokdo, OH 18623 TeL 419.292-1983 F-419-2924953 www.aatogneenran DRAWING INFORMATION PROJECT: 24' -WIDE BUILDINGS LOCATION: STATE OF CALIFORNIA PROJECTNo.: 233-13-0660 • _ .. ._. SHEET TITLE:--- ----.-- ------...._ SIDE WALL FRAMING & OPENINGS SHEET NO.: 7-A / 11 DRAWN BY: IZIA DATE: 1/23/14_ CHECKED BY: OAA DATE: 1/23/14 LEGAL INFORMATION - ANY MODIRCAMON OR DUPLICATION 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 ISSUE SEAL: QROFESS1O, taBlUI-YASE)INX CIVILCO OMAR A.mY C73389 �s �F OF CAI -SFO/ DATE EXPIRES: 12/31/20.14 DATE SIGNED: JAN 23 2014 - [12] DOOR POST [6] 6" LG. CONNECTOR SLEEVE. FIELD DOLT - SEE TADLE 32 FOR NO. OF FASTENERS REQD. 1-t� [5] BASE RAIL DOOR POST BOT. CONN. DETAIL/ -.71 SCALE: NTS [16] ANGLE CLIP. SECURE TO COLUMN POST AND SERVICE DOOR / WINDOW FRAMING W/ (4) [23] FASTENERS E.S. [15] SERVICE DOOR / WINDOW FRAMING [1] COLUMN P05T TYP. SERVICE DOOR / WINDOW(D FRAMING CONN. DETAIL SCALE: NTS [15] WINDOW FRAMING 6] ANGLE CLIP. SECURE TO COLUMN POST AND HEADER W/ (4) [23] FASTENERS E.S. TYP. WINDOW FRAMING 2 CONN. DETAIL SCALE: NTS [16] ANGLE CLIP. SECURE TO COLUMN POST AND HEADER W/ (4) [23] FASTENERS E S. [14] DOUBLE HEADER 1/8" FILLET -1-1/2" LG. ® 8" C.0 STITCH WELD DOTH [1] COLUMN POST SIDES STAGGERED - TYP. [12] DOOR POST [6] 6" LG. CONNECTOR SLEEVE.FIELD DOLT - SEE TABLE 32 FOR NO. OF FASTENERS REGD. COLUMN P05T ABOVE DBL. DOOR HEADER CONN. DETAIL 5 SCALE: NTS [6] 6" LG. CONNECTOR SLEEVE. FIELD DOLT - SEE [1) COLUMN POST TADLE 32 FOR NO. OF ADOVE HEADER FASTENERS REQD. [22] TRUSS`- [13] SINGLE HEADER SPACER - 611 - UPPER CHORD MAX 20" OL. [13] 51NGLE HEADER - LOWER CHORD COLUMN P05T ABOVE TR U55 7 DOOR HEADER CONN. DETAIL SCALE: NTS [6] 6" LG. CONNECTOR SLEEVE. FIELD DOLT - SEE TABLE 32 FOR NO. OF FASTENERS REQD. [1] COLUMN P05T ADOVE HEADER [14] DOUBLE HEADER 01/8"FILLET-1-1/2" LG. ®12" C.0 STITCH WELD DOTH SIDES STAGGERED - TYP. COLUMN POST ABOVE DBL. DOOR HEADER CONN. DETAIL 3 SCALE: NTS [16] ANGLE CLIP. SECURE TO COLUMN POST AND HEADER W/ (4) [23] FASTENERS E.S. [13] SINGLE HEADER - UPPER CHORD [23] TRU55 SPACER - _ MAX 20" O.C. N [13] SINGLE HEADER LOWER CHORD [1] COLUMN POST [12] DOOR POST [6] 6" I.G. CONNECTOR SLEEVE. FIELD DOLT - SEE TABLE 32 FOR N0, OF FASTENERS REQD. COLUMN P05T ABOVE TRU55 6 DOOR HEADER CONN. DETAIL SCALE: NTS ' PERMIT# e�W- v% _t_OPMENT SERVIC _F 1VED FOP DATE I BY L� MANUFACTURED BY: 457 N. Broadway, Joshua, TX 76058 1-866-730-9865 ENGINEERED BY: A&A ENGINEERING CIVIL • STRUCTURAI. 5911 Rcnai— Pl—. Suin . B . T.kd.. 011 .13623 T.L 319•2921983. Faz. d19-271095.5 www�a<nQirccn.com DRAWING INFORMATION VROJECT: 24' WIDE DUILDINGS LOCATION: STATE OF CALIFORNIA PROJECT NO.: 2313-'0660 SHEET nn e SIDE WALL FRAMING & OPENINGS DETAILS SHEET NO.: 7-13/11 DRAWN BY: 1ZM DATE: 1/23/14 CHECKED BY: OAA DATE: 1/23/14 LEGAL INFORMATION - ANY MODIFICATION OR DUPUCATION OF TH5 DRAWING IN WHOLE OR PART 5 STRICTLY FOREADDEN. ANYONE DOING 50 WILL BE PRO5ECUTED UNDER ThE FULL EXTENT OF THE LAW. - DRAWINGS VALID UP TO I YEAR FROM DATE OF ISSUE SEAL: QROF ESS/O EBUQ-YASEIN mx 0 \C73389 S x \F OF CPX-f5 DATE EXWRES: 12/31/2014 DATE SIGNED: JAN 23 2014 SEE TABLE &-A1 FOR MAX END WALL POST SPACING MIN. 12" FROM CORNERS OR END WALL POSTS TO ACCOMMODATE ANCHOR5 IF BA5E RAIL 15 REMOVED I CORNER � OFFSET u OPENINGS END WALL OVER HEAD DOOR OPENINGS SCALE:NTS \�y(L SEE TABLE 8-A1 FOR MAX END WALL POST SPACING I I I I OPENINGS 51ZEO TO FIT SERVICE DOOR AND WINDOW 12 8-B r= [20) GABLE BRACE SEE TABLE &-A1 FOR MAX END WALL POST SPACING FNf) WAI I r -ARI Fr. r` - [203 GADLE BRACE �= _ SEE TABLE 8-A1 FOR MAX A END WALL POST SPACING END WALL 5ERVI6ElRf0k. .-..� - �•�� Oq� I a \� AND WINDOW OPENINGS Iz;l; r"K - +PMENT SERVIC` " t� SCALE: NTS :1 �. c ®• END WALL FRAMING NOTES: WE===- _-. __°f'.tti (Wk-- BY _ 1. DESIGNS AND DETAILS SHOWN HERE ARE APPLICABLE TO BOTH REGULAR AND A -FRAME STYLE DUILDINGS. 2. MIN. 12" CLEARANCE MUST DE MAINTAINED BETWEEN ANY TWO OPENINGS (OVERHEAD DOOR OR SERVICE DOOR) AND FROM CORNERS. 3. SERVICE DOORS AND WINDOWS CAN DE PLACED AS NEEDED. 4. DIAGONAL BRACES NEED TO BE ADDED FOR PARTIAL END WALL ENCLOSURES. SEE SHEET 9 FOR DIAGONAL BRACE CONNECTION DETAILS. PARTIAL END WALL FRAMING SCALE: NTS TABLE 6 -Al: END WALL POST C;PACIN(-. cr7-FDI II F WIND SPEED (MPH) UP TO 7' �Q MIR 12" CORNER 0 \� d OFFSET �O d� MIN 12" BETWEEN MIN. 12" FROM CORNERS OR END WALL POSTS TO ACCOMMODATE ANCHOR5 IF BA5E RAIL 15 REMOVED I CORNER � OFFSET u OPENINGS END WALL OVER HEAD DOOR OPENINGS SCALE:NTS \�y(L SEE TABLE 8-A1 FOR MAX END WALL POST SPACING I I I I OPENINGS 51ZEO TO FIT SERVICE DOOR AND WINDOW 12 8-B r= [20) GABLE BRACE SEE TABLE &-A1 FOR MAX END WALL POST SPACING FNf) WAI I r -ARI Fr. r` - [203 GADLE BRACE �= _ SEE TABLE 8-A1 FOR MAX A END WALL POST SPACING END WALL 5ERVI6ElRf0k. .-..� - �•�� Oq� I a \� AND WINDOW OPENINGS Iz;l; r"K - +PMENT SERVIC` " t� SCALE: NTS :1 �. c ®• END WALL FRAMING NOTES: WE===- _-. __°f'.tti (Wk-- BY _ 1. DESIGNS AND DETAILS SHOWN HERE ARE APPLICABLE TO BOTH REGULAR AND A -FRAME STYLE DUILDINGS. 2. MIN. 12" CLEARANCE MUST DE MAINTAINED BETWEEN ANY TWO OPENINGS (OVERHEAD DOOR OR SERVICE DOOR) AND FROM CORNERS. 3. SERVICE DOORS AND WINDOWS CAN DE PLACED AS NEEDED. 4. DIAGONAL BRACES NEED TO BE ADDED FOR PARTIAL END WALL ENCLOSURES. SEE SHEET 9 FOR DIAGONAL BRACE CONNECTION DETAILS. PARTIAL END WALL FRAMING SCALE: NTS TABLE 6 -Al: END WALL POST C;PACIN(-. cr7-FDI II F WIND SPEED (MPH) UP TO 7' SAVE HEIGI-ff 8' TO 9' 10' TO 12 MANUFACTURED BY: 457 N. Broadway, Joshua, TX 76058 1-866-730-9865 ENGINEERED BY: A&A ENGINEERING CIVIL - STRUCTURAL 5911 Renals— Plre, Suwr. B • Tokdo, OH 43623 T.L 419.2921993 • F.. 419-29241955 „�,. ng �m DRAWING INFORMATION PROJECT: 24' WIDE 6UILDING5 LOCATION: STATE OF CALIFORMA PROJECT No.: 233'-13-0660 SHEET TITLE: END WALL FRAMING SHEET NO.: &-A / 11 DRAWN BY: IZM _ DATE: 1/23/14 CHECKED BY: OAA DATE: 1/23/14 LEGAL INFORMATION - ANY MODIFICATION OR DURICATION OF THI5 DRAWING IN WHOLE OR PART 15 STRICTLY FORBIDDEN. ANYONE DOING 50 WILL BE PRLUECUIED UNDER THE FULL EXTENT OF THE LAW. - DRAWINGS VAUD UP TO I YEAR FROM DATE OF ISSUE SEAL: QROFESS�O LWABUQ-YASEIN CO m � C73389 �s �FOF CAvfO/ DATEE)MRES:12/31/2014 _ DATE SIGNED: JAN 23 2014 [12] DOOR P05T [3] 51PE WALL DA5E RAIL [16] ANGLE BRACKET. SECURE [17] STRAIGHT BRACKET. [1] COLUMN P05T [16] ANGLE BRACKET. SECURE TO DOOR P05T [616" LG. CONNECTOR SECURE TO DOOR P05T AND DA5E RAIL W/ (4) SLEEVE - SEE TABLE 32 FOR AND DA5E RAIL W/ (4) [ii] END WALL POST (23] FASTENERS NO. OF FASTENERS REQD. [23] FASTENERS - ROOF BEAM CONN. DETAIL SCALE: NT5 4 [16] ANGLE BRACKET. SECURE [3] DA5E RAIL TO DOOR POST AND BASE RAIL DOOR POST BASE RAIL CONN. DETAIL W/ (4) [23] FA5TENER5 SCALE: NTS 1 [3] END WALL DA5E RAIL . (2) ROOF BEAM [16] ANGLE BRACKET. SECURE TO DOOR P05T AND DA5E RAIL W/ (4) [24] FASTENERS ES. [17] STRAIGHT BRACKET. SECURE TO DOOR POST AND DA5E RAIL [ii] END WALL POST W/ (4) [23] FASTENERS OR [12] DOOR POST END WALL POST - ROOF BEAM CONN. DETAIL SCALE: NT5 4 [11] END WALL P05T [16] ANGLE CLIP. SECURE TO END WALL POST AND DOOR / WINDOW FRAMING W/ (4) [23] FASTENERS E5. [15] SERVICE DOOR /4 WINDOW FRAMING TYP. SERVICE DOOR /WINDOW 6 FRAMING CONN. DETAIL SCALE: NTS [11] END WALL PO,' P05T ABOVE HEADS [16] ANGLE C SECURE TO DOCK P( AND RASE RAIL WI [23]FASTENERS CORNER DETAIL 2 SCALE: Nr5 (11) END WALL P05T [16] ANGLE CLIP. SECURE TO DOOR POST AND RASE RAIL W/ (4) [23] FASTENERS E5. [13] SINGLE HEADER HEADER - END WALL POST CONN. DETAIL70 SCALE:NrS )UDLE HEADER f -1-1/2" LG. iTITCH WELD DOTH SIDES STAGGERED -TYO. END WALL POST ABOVE DOUBLE 9 HEADER CONN. DETAIL SCALE: NTS [2] ROOF DEAM5 [16] ANGLE CLIPS 2 EACH END - TOTAL 4.5ECURE TO ROOF DEAM5 W/ (23] (21] GABLE BRACE FASTENERS E5. TYP. GADLE BRACE CONN. DETAIL 12 SCALE: NT5 [11] END WALL POSq6' [16] ANGLE CLIP. SECURE DOOR P05T AND BASE W/ (4) [23] FASTENERS E.S. [14] DOUBLE HEADER 1/8" FILLET -1-1/2" LG. C.0 51ITCH WELD DOTH SIDES STAGGERED - TYP. DOUBLE HEADER - END WALL 10 POST CONN. DETAIL SCALE: NT5 (11] END WALL P05T [16] ANGLE BRACKET. SECURE TO DOOR P05T AND BASE RAIL W/ (4) [23] FASTENERS E5. [3] DA5E RAIL END WALL P05T - DA5E/'--1 RAIL CONN. DETAIL SCALE: NTS [11] END WALL POST ABOVEFEADER [16] ANGLE CLIP. SECURE TO DOOR POST AND BASE RAIL W/ (4) [23] FASTENERS E5 [13] SINGLE HEADER END WALL P05T ADOVE HEADER CONN. DETAIL 5 5CALE: NTS [16] ANGLE CLIP. SECURE TO HEADER AND COLUMN POST W/ (4) [23] FASTENERS E.S. [13] SINGLE HEADER [ll] COLUMN POST AT GADLE HEADER - CORNER P051 SCALE: NT5 [21] GABLE BRACE CONN. & [11] END WALL P05T ABOVE GADLE HEADER [16] ANGLE CLIPS 2 EACH END - TOTAL 4. SECURE TO GABLE HEADER W/ (4) (23) FASTENERS E5. L [13] SINGLE HEADER GABLE BRACE - END WALL CONN. DETAIL 11 SCALE: NTS MANUFACTURED BY: 457 N. Broadway, Joshua, TX 76058 1-866-730-9865 ENGINEERED BY: A&A ENGINEERING CML • STRII(-1l1RAL 5911 Renaissance Ptwc. Suite B • Toledo. OI I -3673 Td 4192921983 Faa. 419-2944)955 wawaa<nginie- DRAWING INFORMATION PROJECT: 24' WIDE DUILPING5 LOCATION: STATE OF CALIFORNIA PROJECT NO.: 233-130660 SHEET TITLE: "-- - .-0.660---... .. --- -- -- -- -- END WALL FRAMING DETAILS SHEET NO.: DRAWN BY: IZM _ _ DATE: 1/23/14 CHECKED BY: OAA DATE: 1/23/14 LEGAL INFORMATION - ANY MODIFICATION OR DUPLICATION OF THLS DRAWING IN WHOLE OR PART IS 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: Q1LOFESS/4 &WAOU;-YASEIN IVIL c(`2AR A. m A \C73389 \OF CAL�FO/ DATE EXPIRES: 12/31/2014 DATE SIGNED: JAN 23 2014 CONCRETE SLAB FOUNDATION NOTES: 1. DE51GN5 SHOWN ON THIS SHEET ARE FOR CONCRETE SLAB FOUNDATION. ANY OF THE FOUNDATIONS SHOWN ON SHEETS 11-A THRU P CAN BE USED. .000 2. EITHER OPTION 1 'EDGE OFFSET' OR OPTION 2'NOTCHED EDGE' DETAIL CAN BE USED. 3. FOR OPTION 1 THE MIN. SLAB SIZE SHALL BE EQUAL TO THE OUTSIDE DIMENSIONS OF THE BUILDING PLUS 5" EACH DIRECTION. 3. FOR OPTION 2 THE MIR SLAB 512E SHALL BE EQUAL TO THE SIDE VIMEN51ON5 OF THE BUILDING DIMENSIONS. 4. CONCRETE ANCHORS SHALL BE LOCATED AT EVERY NEXT TO Ile EVERY POST AND ON EITHER 51PE OF OPENINGS. TWO ANCHORS SHALL BE INSTALLED AT CORNER OF ENCL05EP BUILDINGS WITH END WALLS - ONE ON EACH BASE RAIL. 5. CONCRETE ANCHORS CAN BE ANY ONE OF THE OPTIONS MENTIONED IN TABLE 11-A.1, 6. DEPTH OF SLAB TURN DOWN FOOTING SHALL BE GREATER THAN CONTROL JOINTS SPACED AT FR05T DEPTH SPECIFIED PER LOCAL COPE. MAX. 20-0'OL. 7. CONTROL JOINTS SHALL BE PLACED 50 AS TO LIMIT MAX. SLAB 11-A SPANS TO 20' IN EACH DIRECTION. 8. ASSUMED 5011. BEARING CAPACITY 15 TO BE A MIR OF 1500 PSF. 'g. 1 �-02,�q -C-0-NCRETE SLAB FOUNDATION 9. CONCRETE STRENGTH TO BE A MIN OF 2500 P51 ef&-WA)' -& BUTTE COUNTY DEVELOPME."sC-XCr. E. NtSs- TA13LE 11-A.1: CONCRETE REVIEWED Kllv� 5LA13 ANCHOR SCHEDULE CODECOMPLI,*�\'\!�-ANCHOR SEE [1] COLUMN POST G. TABLE 11 Al (3] BASE RAIL FF05 TO 140=MAX. 6' 1 I/Zlo x 71 v1dA0'-' BY c \ 4� DATE " —( ]`C0 -CFM-N—F6ST 155 T6 180 5/6-0 X 7' ANCHOR - SEE NOTES: TABLE 11-Al[3] BASE RAIL 1. EXPAN51ON ANCHORS. WEDGE ANCHORS OR ADHESIVE I N111c, 14 ANCHORS MAY BE USED. 2. MIN. EMBEDMENT DEPTH TO BE 4". 3. ANCHORS TO BE SPACED NO MORE THAN 6" FROM POSTS. U, SECTION B-13 ul Uj 4. ALL ANCHORS TO BE A,307 EQUIVALENT OR BETTER. 4 MIR 4" EDGE DIST. SECTION A -A M BASE ANGLE MIR 4" EDGE DIST. MIR 4" EDGE DIST. I, ANCHOR - SEE TABLE 11 -Al [1] COLUMN P05T r- ANCHOR - SEE 1 MIR 4" THK. TABLE 11-A.1CONCRETES MIN -1 -. THD 1-1/2" x 1-1/2" CONCRETE SLAB A (3) BASE RAIL A NOTCH I —\ FGRADEI F GRADE W6X6 / 6 WELDED WIRE OR FIBER MESH A A < c -i (3) #4 REDAR CONT. < C'l oe ALT. NOTCHED EDGE DETAIL uJ uj U.1 Uj No< OPTION 1: EDGE OFFSET DETAIL SCALE: NTS W6X6 / 6 WELDED WIRE MESH (3) #4 REDAR CONT. [1] COLUMN POST [3] BASE RAIL i64 < Ul Ul U) < zi OPTION 2: EDGE FLUSH DETAIL 5CALE:NfS 0 MANUFACTURED BY: 457 N. Broadway, Joshua, TX 76058 1-866-730-9865 ENGINEERED BY: A&A FNGU4FFYJNG CML - STRUCTURAL 5911 R-ai— Pbm, Suite H 9 Tolklo, 01-11 k%23 TL 119.;Z9W. IF— 119-292-0953 DRAWING INFORMATION PROJECT: 24' WIDE BUILDINGS_ LICITION: STATE OF CALIFORNIA !ao-jEqT NO.: 233-13-0660 SHEET TITLE: FOUNDATION OPTION 1: CONCRETE SLAB SHEET NO.: 11-A 11 DRAWN BY: IZIA DATE: 1/23/14 CHECKED BY: OAA DATE: 1/23/14 LEGAL INFORMATION - ANY MODIFICATION OR DUPUCATION OF 7HS DRAWING IN WHOLE OR PART 6 5TRIC7LY FORBIDDEN. ANYONE DOING 50 WILL BE PR05ECUMD UNDER THE FULL EXTENT OF THE LAW. - DRAWINGS VALID UP TO I YEAR FROM DATE OF r-6UE SEAL: OFESS/O'N CIVIL CO a 0 R A. m LU m W LBUQ-YASEIN X C73389 Qf- OF Clll-\FO/ RATEEmREs: 12/31/2014.. DATE SIGNED: JAN 23 2014 I . 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 FORM NO DBP -3 aae�aaa� SITE PLAN Assessors Parcel Numbers. U El El ELIELIM ® - ® © ® Permit #: F Owner Name: Address /-Phone: 5 Site Location: V1 n�- Contact Name: C 1 Lys C' ohs y, Scale 1" _ S� ;. Phone: c KANEW_WEBSITE\Building\Building Forms & Documents\2014\2014 Forins'(! Completed\DBP\DBP-03_ Site _Plan _Paper_rev'd_3.6.2014_AKM.doc Page 1`of,1 } _- W U. oeuTrFo 0 UN r ...... Li. _........ »L._... ....... 1.......1....... 1 I _......... » ._J& ....... » ..»..» » ..» . .....» » ..... —1 a LA 04 _ _ �--3 io —1 �...» i a.» The 2013 CBC, CMC,.CPC, CEC, NO CONSTRUCTION IN»»» EASEMENTS(`n » CGBC and 2008 California Energy Standards as amended by the ALL PORTIONS OF STRUCTURE TO BE OUT OF EASEMENT -INCLUDING FOOTINGS, jurisdiction apply to this project O FOUNDATIONS, WALLS, EAVES AND ROOF - �» d PERMIT # bl / - �%q ��emove vegetation and debris from under away from » BUTTE C.0('-LOPMENTSERVICES ire l ED®p f't t hnd structure. Maintain •learance for a fire safe environment `- _�_ a m.. ». CODE CC/1-v1PLIANCE DATE - --_ _-- --- - - Future occupancy changes will be BUTTE COUNTY s required to meet the regulations required at the -time of permit application for a new occupancy e �••• -•• o » 0.8 2014 �' ~ . change or tenant improvement . __ _ - - - � . ! . MAY / 1 DEVELOPMENT i »� SERVICES r ," 5 09.5 »»� .i a MZ iY T» s a x s x £ S Owner Name: Address /-Phone: 5 Site Location: V1 n�- Contact Name: C 1 Lys C' ohs y, Scale 1" _ S� ;. Phone: c KANEW_WEBSITE\Building\Building Forms & Documents\2014\2014 Forins'(! Completed\DBP\DBP-03_ Site _Plan _Paper_rev'd_3.6.2014_AKM.doc Page 1`of,1 } _- W U. oeuTrFo 0 UN r Scale 1" _ S� ;. Phone: c KANEW_WEBSITE\Building\Building Forms & Documents\2014\2014 Forins'(! Completed\DBP\DBP-03_ Site _Plan _Paper_rev'd_3.6.2014_AKM.doc Page 1`of,1 } _- W U. oeuTrFo 0 UN r