Loading...
HomeMy WebLinkAboutB16-2026 061-630-004`j MANUFACTURED BY: 457 N. Broadway, Joshua, TX 76058 1-866-730-9865 BUTTE ENGINEERED BY: COUNTY REGULAR / A -FRAME i , , SEP f3 2016 i II 30=0 WIDE -� ASA ENGIIVEIItING pE > CARPORT STYLE SERVT P>U1LDINGS � ,SkBSMUCaT18AI 5911 �� s TcRc��492-1983S Faz 419-2924M DRAWING INFORMATION DESIGN NOTES DESIGN CRITERIA DRAWING INDEX PRoaEcT: 30'-0' WIDE 6UiLDiNG5 LOCATION: STATE OF CALIFORNIA 1. ALL CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE PREVAILING CODE: CDC 2013 (IBC 2012) COVER SHEET — 1 PROJECT NO.: 233-15-0969 WiTH iDC 2012, OSHA, A15C 360, A5CE 7-10, AW50Lt CODES USE GROUP: U (GARPORTS. BARNS) SCHEDULES & MEMBER - AND ALL APPLiCADLE LOCAL REQUIREMENTS. L DEAD LOAD (0) D = 4 P5F SECTIONS 2 SHEET TITLE: 2. BASE CONNECTIONS SHALL BE PROVIDED AS SHOWN ON 2. ROOF LiVE/5NOW LOAD (Lr) FRAME SECTIONS 6 DETAIL5 — 3 ` COVER SHEET Lr = 20 - 70 P5F FOUNDATION DETAILS SHEET. (A5 PER SNOW LOAD) SPACING 5CHEDULE5 - SHEET NO-* 3. ALL MATERIALS fDENfiIDENTIFIED3. ED BY MANUFACTURER NAME SNOW LOAD (5) ENCLOSURE NOTES 4 GROUND SNOW LOAD Pg = 20 - 90 P5F MAY DE SUBSTITUTED WITH MATERIAL EQUAL OR IMPORTANCE FACTOR Is = 0.8 PURLiN & GIRT SCHEDULES — 5 DRAWN BY: LAK DATE: 9/9/15 CHECKED BY: OAA DATE: 9/9/1.57 EXCEEDING ORIGINAL 4. WiND LOAD (W) SHEATHING OPTIONS — 6 BASK WIND SPEED V,� =105 -180 MPH LEGAL INFORMATION 4. ALL SHOP CONNECTIONS SHALL BE WELDED EXPOSURE C SiPE WALL FRAMING _ CONNECTIONS. 5. SEISMIC LOAD (E) 6 OPENINGS 7-A, 7-5 FAFJ Is s n FOMODEN IDRAWINGoQN SO WHOLE WILL DESIGN CATEGORY D 5EFROSECUlEDUNDERTHEwuB(TENTOfTHE LAW. 5. ALL FIELD CONNECTIONS SHALL BE TEK5 #12 (1/4"XY'). IMPORTANCE FACTOR is =1.00 END WALL FRAMING -DMWING5 VAUD UPTO I WAR ROM DATE OF 155M. 6. STEEL SHEATHING SHALL BE 29GA. CORRUGATED GALV. LOAD COMBINAT10N5: & OPENINGS 8-A, 8 B SEAL: OR PAINTED STEEL - MAIN RiB HT. 3/4° (FY=80KSi) OR EQ. 1. D + (Lr OR 5) CORNER BRACING DETAILS 9 7. ALL STRUCTURAL LIGHT GAUGE TURING AND CHANNELS 2. D + (0.6W OR t0.7E) 3. D + 0.75 (0.6W OR *0.7E) + 0.75 (Lr OR 5) OPTIONAL LEAN-TO ADDITION — 10 QFLOFESS/Q�1,� SHALL BE GRADE 50 STEEL 4. 0.61? + (0.GW OR f0.7E) FOUNDATION OPTiON5 — 11-A TO 11-0 �� CIVIL 01 8. STRUCTURAL TUBE T521/2"X2112°-14GA.15 EQUIVALENT co GU-YA TO T52 iW'X21/4"-12GA AND EITHER ONE MAY BE USED IN LUMAR cwc_ XT EIN LIEU OF THE OTHER. ST 73389 GF CALF CUSTOMER INFORMATION DESIGN LOADS BUILDING INFORMATION CERTIFICATION VALIDITY // 0 A -FRAME NOTICE BWNER: GROUND SNOW: vim": FRAME TYPE: 13 REGULAR DATEOFISSUE. SEP 14 2015 ADDREss: • ROOF LIVE LOAD: LENGTH: -1 ENCLOSURE O FULL E3 PARTIAL CERTIFICATION ON THESE DRAWINGS IS DATEEXPIREs: 12131/2016 WIND SPEED: HEIGHT: TYPE: ❑OPEN VALID FOR ONE YEAR FROM DATE OF ISSUE DATE SIGNED. 11 2015 SEPTBASK: V(i� _6\E_ (:Ibv+ TABLE 2.1: MEMBER PROPERTIES TABLE 2.2: SHEATHING FASTENER SCHEDULE CORNER PANELS SIDE LAPS EDGE LAPS EL5EWHERE 6" C/C MIN. I 4" GC 8" C/C FASTENER TYPE: TEKS #12Xi 5ELFDRILL SCREWS W/ NEOPRENE/STEEL WASHER 0 9.. n THICKNE55 = 29GA 29 GA CORRUGATED SHEATHINGra-�\ SCAM WS N a N 2.5" 2 25'1 THGKNE55 =14GA THICKNESS =14GA 2.5" X 2.5" 14GA TU5Er,1 2.25" X 2:25" 14GA TUBE SCALENES \,LJ SCALE: NES N a THIGKNES5 =14GA 2" X 2" 14GA TUDE/---"\ SCALE:NrS U 2.5" THICKNESS =14GA 2.5" X 1.5" 14GA CHANNEL SCAM WS 1.50' -�-,� ►� c ®. N THCKNE55 =18GA ! 14GA 429'X 1.5" X 15GA / 14GA/'--� 25" X 2.5" X 14GA TUBE W/ 2.25" 11 HAT CHANNEL X 2.25" X 12GA TUBE INSERT SCAM NrS SCALE. WS NOTE: INSERT FULL LENGTH & FIELD DOLT W/ [241 FASTENERS 04112" C/C STAGGERED OPPOSITE FACE 0 0 • o o � THICKNESS =14GA STRAIGHT BRACKET,/6 SCALE:Nrs 017 N THCKNE55 =14GA DB BRACKET --,--)I SCAM -WS CV o ,(o �o T THCKNE55 =14GA ANGLE BRACKET 7 SCALE' NTS THCKNE55 =1/4" BASE ANGLE t0 SCALE:NrS MANllFACT1IAFD AY: 457 N. Broadway, Joshua, TX 76056 1-866-730-9865 ENGINEERED BY: A&A Fd�TGINEERING CEM • S MUCl'UHAL 5911 Re -hu Pbm Suite B • T"kd", OR 43693 T.L419 ZION •Fu.d1A49UM w", -224ngi"een.wm DRAWING INFORMATION PRO.,ECT: 39-0WIDE BUILDINGS LOCATION: STATE OF CALIFORNIA PROJECT No.: 23315-0969 SHEET TITLE: SCHEDULES & MEMBER SECTIONS SHEETNO-1 2/11 DRAWN BY: LAK DATE 9/9/15 CHECKED BY: OAA DATE: 9/9/15 LEGAL INFORMA - ANY DUPLICATION OF iH1S DRAWING N WHOLE OR PART 15 6MCILY FOMDDBJ. ANCONE DONE SO WUL BE PRpSECUrED UNDER THE FULL FXIBJE OF THE LAW. - DRAWINC6 VALID UP TO I YEAR FROM DATE OF 65M. SEAL: CIVIL \ GT OMAR A. t BU YASEIN I ,�073389 \F OF CALkF� DATE EXPIRES: 12/3112016 DATE SIGNED: SEPT 11 2015 ..... , POST 25" X 2.5" X 14GA TUBE W/ 229' X 225" X 12GA TUBE INSERT 11 EAM 7,4.FEAK 2.9' X 25' X 14GA TUBE 1 RAIL 2.9'X Z6 X 14GA TUBE 1 RACE 2.5" X 2.6'X 14GATUBE 4 5 KNEE DRACES 2.6'X 1.9' 14GA CHANNEL 4 6 CONNECTOR SLEEVE 2.25"X 226'X 140A TUDE 2 7 BASE ANGLE 2,5'X 2.5" X 3" LG. V4" ANGLE 10 8 PURUN 425"X 15"X 18GA / AGA HAT CHANNEL 5 9 GIRT 425X 1.5" X 18GA / MGA HAT CHANNEL 5 101 5HEATI-W 29 GA CORRUGATED SHEET 13 11 END WALL POST 2.5"X 25X 14GA TUDE 1 12 DOOR P05T 2.9' X 2.9'X 14GA TUDE 1 13 51NGI E HEADER 2.5"X 2.5'X 14GA TUDE 1 14 DOUBLE HEADER PDL 2.5"X 2.9' X 14GA TUBE 1 15 SERVICE DOOR //'WINDOW FRAMIN 25" X 25'X 14GA TUDE 1 16 ANGLE BRACKET 2" X 2" X 2" LG.14GA ANGLE 7 V STRAIGHT DRACKET 2"X 2" X 4" LG.14GA PLATE 6 16 PD SUPPORT 25'X 2.9' X 14GA TUDE 1 19 DIAGONAL BRACE 2" X 2"X 14 GA TUBE 3 20 GADLE DRACE 2" X 2" X 14 GA TUBE 3 21 DD BRACKET 6" X 6"X 14GA PLATE 9 22 TRUSS SPACER 2.5"X 2.5" X 14GA TUDE 1 23 ALL FASTENERS TEK5 #12 X 3/4" SELF DRILL 5CREW5 W/ NEOPRENE/5TEEL WASHER TABLE 2.2: SHEATHING FASTENER SCHEDULE CORNER PANELS SIDE LAPS EDGE LAPS EL5EWHERE 6" C/C MIN. I 4" GC 8" C/C FASTENER TYPE: TEKS #12Xi 5ELFDRILL SCREWS W/ NEOPRENE/STEEL WASHER 0 9.. n THICKNE55 = 29GA 29 GA CORRUGATED SHEATHINGra-�\ SCAM WS N a N 2.5" 2 25'1 THGKNE55 =14GA THICKNESS =14GA 2.5" X 2.5" 14GA TU5Er,1 2.25" X 2:25" 14GA TUBE SCALENES \,LJ SCALE: NES N a THIGKNES5 =14GA 2" X 2" 14GA TUDE/---"\ SCALE:NrS U 2.5" THICKNESS =14GA 2.5" X 1.5" 14GA CHANNEL SCAM WS 1.50' -�-,� ►� c ®. N THCKNE55 =18GA ! 14GA 429'X 1.5" X 15GA / 14GA/'--� 25" X 2.5" X 14GA TUBE W/ 2.25" 11 HAT CHANNEL X 2.25" X 12GA TUBE INSERT SCAM NrS SCALE. WS NOTE: INSERT FULL LENGTH & FIELD DOLT W/ [241 FASTENERS 04112" C/C STAGGERED OPPOSITE FACE 0 0 • o o � THICKNESS =14GA STRAIGHT BRACKET,/6 SCALE:Nrs 017 N THCKNE55 =14GA DB BRACKET --,--)I SCAM -WS CV o ,(o �o T THCKNE55 =14GA ANGLE BRACKET 7 SCALE' NTS THCKNE55 =1/4" BASE ANGLE t0 SCALE:NrS MANllFACT1IAFD AY: 457 N. Broadway, Joshua, TX 76056 1-866-730-9865 ENGINEERED BY: A&A Fd�TGINEERING CEM • S MUCl'UHAL 5911 Re -hu Pbm Suite B • T"kd", OR 43693 T.L419 ZION •Fu.d1A49UM w", -224ngi"een.wm DRAWING INFORMATION PRO.,ECT: 39-0WIDE BUILDINGS LOCATION: STATE OF CALIFORNIA PROJECT No.: 23315-0969 SHEET TITLE: SCHEDULES & MEMBER SECTIONS SHEETNO-1 2/11 DRAWN BY: LAK DATE 9/9/15 CHECKED BY: OAA DATE: 9/9/15 LEGAL INFORMA - ANY DUPLICATION OF iH1S DRAWING N WHOLE OR PART 15 6MCILY FOMDDBJ. ANCONE DONE SO WUL BE PRpSECUrED UNDER THE FULL FXIBJE OF THE LAW. - DRAWINC6 VALID UP TO I YEAR FROM DATE OF 65M. SEAL: CIVIL \ GT OMAR A. t BU YASEIN I ,�073389 \F OF CALkF� DATE EXPIRES: 12/3112016 DATE SIGNED: SEPT 11 2015 [4] PEAK BRACE to 3 (2J ROOF BEAM l .1 f [3] BA5E RAIL [5] KNEE BRACE - SEE TABLE 3.1 FOR LENGTH (1] COLUMN POST [4) PEAK BRAGS [2] ROOF BEAM % --- 7— L L Ic 29.9112" �f — TYP: A -FRAME SECTION [2] ROOF BEAM SCALE: Nr5 [2] ROOF' BEAM -!` [4] PEAK BRACE 1/8° FILLET -,11/2" LG. 0 8 CC. STITCH WELD BOTH (4] PEAK BRACE SIDES STAGGERED - TYP. FILLET -1.112" LG. @ &* (5] KNEE BRACT - ATTACH W/ STITCH WELD BOTH . T(51 (2) [23) FASTENERS E.S. S STAGGERED-TYP. E BRACE -ATTACH W/ [616' LG. CONNECTOR SLEEVE ] FASTENERS ES. - FIELD BOLT W/ [23] FASTENERS - SEE TABLE32 I ().ONNECTOR SLEEVE FOR NO. OF FASTENERS. RECD. FIELD BOLT W/.[23] FA5TENER5 [1] COLUMN P05T - SEE TABLE 32 FOR NO. OF FASTENERS REGO. (1] COLUMN POST Q A.W.-FRAME SAVE DETAIKD ❑ B. REGULAR FRAME SCALE: WS TABLE 3.1: KNEE BRACE SCHEDULE" .(21ROOF 6PAM ❑ UP TO & 24" (nl STRAIGHT URACK r. sFtuRE TO PB SUPPO91' AND RooF ❑ 9' TO 10 36" DEMS OR PEAK BRACE W/0) 63 TFJwS S 1181 FO SUPPORT- FOR 29L9112'' ❑ TYP.-REGULAR FRAME SECTION SCAI.E:.NCS . - r ROOF MEMBER .arid. (41 PEAK BRACE - DOUBLED: ALONG f �I ROOF MEMBER TILL EAVE. ATTACH WITH J 1/8" FILLET -11/2" LG. ® 6' G.C. STITCH WELD DMSIDE5 5TAGGERED-TYP. PEAK BRACE CONNECTION DETAILS(,'), SCALE:NrS [1] COLUMN POST - [6]6"LG.CONNECTOR SLEEVE -FIELD BOLT W/ [23] FASTENERS - SEE TABLE 32. FOR NO.OF FASTENERS READ: [3] BASE RAIL ��O" BASE DETAIL TABLE 32 FASTENER SCHEDULE [4Ij) PEAK awACE 13AI15SCALE: Nrs 3 . i r - r o • ❑ 105 TO 125 4 NOTE: COLUMN P05T MAY BE ADJUSTED.#1" FOR LEVELING. ❑ 130 TO 1% 67 PB SUPPORT DETAIL MANUFACTURER 15 NOT.RESPON5IBLE FOR LEVELING OF GROUND 13160 TO 180 8 SCALEN175 4 AND/OR CONCRETE SURFACE PROVIDED 6Y.OTHEKS. BY: 467N. Broadway, Joshua, TX 76058 1-866-730-9865. EMGINERED BY: A&A ENGINEERING CAL • STRUCrURAL 59ll tie®n=uce rtee, suieo a . 7bkao, oH.i8s13 Td 41329%1983 • I= 41329MS5 -nwv/.axupneenmm DRAWING INFORMATION PROJECT: W -O' WIDE BUILDINGS LOCATION: STATE OF CALIFORNIA PROJECT N4: 23315=0969 SHEETTITLE. FRAME SECTIONS & DETAILS SHEET NO.: DRAwN 9Y: LAK imm 9/9/15 CHECKED BY: OAA DATE 9/9/15 LEGAL INFORMATION - ANY DUPLICATION OF THIS DRAWING IN WHOLE OR PART IS STRICTLY FORH DM. MUNI! DOING 50 WLL BE PROSECUTED UNDER THE FL/LL BMW OF THE LAW. - DRAAMIKS VALID UP TO I YEAR FROM DATE OF 6511E SEAL, �OQvLOt tsSlo, CIVIL Fy c OMAR A. m ABU-YASEIN C73389 �rF OF CAL\V" v DATE EXPIRES: 12/31/2016 . DATESIGNEO: SEPT 11 2015' mm TABLE 4' FRAME SPACING SCHEDULE NOTESc L FRAME SPACING5 ARE IN UNITS OF FEET 2 "WHERE TWO VALUES ARE SHOWN; THE HIGHER VALUE CAN ONLY DE USED FOR VERTICAL jSHEATHING.. 3. :SNOW LOA05 AND ROOF LIVE,LOADS ARE IN. POUND5 PER SQUARE FOOT (P5F)." WIND5PEE0153, SEC. GU5T.iN MILE5 PER HOUR (MPH). 4 FdR VALUE5 THAT LIE @ETWEEN TWO CELLS;. THE HIGHER'(MORE`STRMENr) VALUE HAS. TO PE USED. INTERPOLATION 13ETWEEN CELLS 15 NOT. ALLOWED. GENERAL •ENCLOS URE -NOTES: " I. TYPICAL ENCLOSED AND OPEN BUILDINGS ARE AS SHOWN ON THE RIGHT' - 2. THE MAX DUILDING LENGTH FOR ENCLOSED D'UILDING51576-0THIS CAN DE.INCREASED" 8Y ADDING A DOUDLE .FRAME AT THE CENTER TO BREAK THE"LENGTH OF THE BUILDING." 3. =FOR"ENCLOSED 6U(LDING5, ONE END .WALL CAN PE.OPEN IF:THE OTHER END WALL IS: ENCLOSED. THE OPEN ENP WAIL MUST HAVE EITHER GABL•ETRAMING (SEE SHEET 8A) OR"A POODLE ,END FRAME 4: OPEN D,UILOING$ CAN HAVE PARTIALLY ENCLOSED SIDE WALLS. FOR SIDE WALLS UP'TO 3' ENCLOSED THERE15: NO.CHANGE IN THE: DESIGN. FOR GREATER THAN 3' SIDE WALL ENCLOSURES; 1HE:5 FACING FROM ADOVE:TADLE5 NEEDS TO-DE.REDUCED ,BY 6 .5. OPEN: BUILDING WITH PARTIALLY ENCLOSED.END WALLS NEED TO HAVE SIDE WALL BRACING. TO SUPPORT THE PARTIALLY.. ENCLOSED 51DE WALL. SEE SHEET 9 FOR TYPICAL BRACING TYP. ENCLOSED BUILDING DETAILS. ' SCALE:NTS_ MANUFACTURED BY:" 457 K. Broadway, Joshua,, TX 76058 1-866-73079865 . ENGINEERED BY,- A&A ENGINEERING dM •STRUCnJRAL 'b911 Reng..i a Flare; itB • TbWa. OH •3M, T44, 4 419.292.1983 � F= 419-2924M DRAWING INFORMATION ' PROJECT: 30:-0" WIDE 6UILPiNGS LOCATION: STATE.OF.CALIFORNIA 'PROJECTNO.:.23-15-0969. sNEFr nnE: SPACING .SCHEDULES &. ENCL4SUKE' NOTES SHEETiNO.: 4 /:"11 DRAWN BY: :LAK DATe..9/9%15- CHECKED BY: OAA -.,DATE: 9/9/15 - LEGAL INFORMATION • .-ANY DUPUCATION.OE THn DRAWING lNWHOLE 0R . PART 15: STRICTLY FORBIDDEN: ANYONE DOING 50 WILL. : BE PRDSXUTED UNC THE FULL EXFENT OF THE LAW. " DRAWING5VAUDUPIO1.YEARFROM.DATE Of55LE; SEAL:. QROFESS/0,- -"� CML. w , OMAR A. m a ABU-YASEIN _:.73389 OF CA4 TYP.OPEN, BUILDING DATEEXv;REs.12131/2016 SCAM` r1r5 oATE SIGNED:. SEPT 1140.15 2015 GROUND: SNOW /: ROOF LIVE LOAD(P5F) - WIND SPEED (M'M 8105 0115 ❑1W' 0140. ':❑155 0165' ❑180 WIND SPEED (MPH) 0105. ❑'115 ". ❑130'.. " ❑140: ❑155 ❑165. ❑1$0.". • 030/,20 040/25 5" 5 5." 45 4 35/4 3/35 45, 44:! 35/4 415 • 4/5 4l5 4/45. 4 . 3.5/4 3/35 r ;,4 4' 3514 X35, `,3/35 3 25 ,❑50./,35 <'4 ."" 4 4: •4. 4 :3,5/4 3/35 s ^351, x:35 3--, • ' ❑ 60/40. ❑.70 /50 : ' . 35 35 " 3 3 3. 3- 3 F . 25 .. :> 2_ :.M r c3 3 t 25 c- 25 z 2 3 3 3` 3. 25 25, 25 25 r 25 ;_ 2.5 = 25 • 080760 ❑90/20.. 2.5. 25 25 25 2 2 2 °;;y2 E . _ 2 t.2., 2 ,. 2. 2.' .2-2 --- --- -- 4 :;15r 15. ' ' o 030/20 ❑ 40/ 25 ❑ 50 / 35 060/40 070150 080(60 E190170' a�5 «"� . 5,', , . 5 W.. 4515_" ,;4%45...,'3.5/4' '3/4 , ..4.5 4/45.3514.5 3.5/4 3135• 3135 25/3 + 4/5'' 4/5' 415 ' ,4145' 4. $ '3.5/4 3/4 4 -. .4 ' 35/4' 3.5/4: 3/35. 3/35. ' 2.5/3,' s 4P 4'. .:"3:5/4 3/4. 4/4+5 i 4/4.5 4%.4'5 ° 3.5 . 35 :35 35 3/35 3 25/3. " 35/4 3.5, 35 3.5., 35, ;'35, " ,3/95" 3 3 3 3 •-3. 3 2513: g •° 3 '" `.:3_ '3-:-25. ' a 25 25. _ 25 25 1 25' 25 2.5' 2 ' . 2 $.; �. 2:5-: 2,.5 , 2;5 25 25, .) : .2" 2 .2 2 2 2 . -- ... - 2 '. -_2 :. 2 �..-2`1. ^ 2 " 2 i'.°2 1.5 L5 15: .1.5' i o e • : ❑ 30120 0401-25 [150 35 ❑60 / 4Q [170/50 ❑ 80 160. 0,90/70.. -.5..- .5 5 4515' ' . 4/45" " 3:514 3/4 .. 4 5 v r:4/45 95/„45 : :351,45 3J4 314 25/3;1; 4/5 4/5: ' '415. • .4/5 4145 3:5/4 3/4 ;"4 4 ,.. 35/4: ""3514• ., 3/4, 3/4 ;'' t 2513;4 4145, 4/45 4/45" . ”' 4 4 3.5/4 3/4 ,;;35 -35 35/4 3514 v35/4 3514 35 35 3135 3 3 .. ` 3 , t: `. 3 ::.3 ; 3 2.60,.' :.: g5 ' . 35: 3 3: 3 3 . 25 ;3 . = 3.":_ -25 , ;; : `. 25 __ 2.5 25 3 . 3" ,3 3- " 3 : 25 25 "2513 :: 2.5/3 25 ' 25 25 • 2 5 2 5 s4: 2 2 ", 2 2 NOTESc L FRAME SPACING5 ARE IN UNITS OF FEET 2 "WHERE TWO VALUES ARE SHOWN; THE HIGHER VALUE CAN ONLY DE USED FOR VERTICAL jSHEATHING.. 3. :SNOW LOA05 AND ROOF LIVE,LOADS ARE IN. POUND5 PER SQUARE FOOT (P5F)." WIND5PEE0153, SEC. GU5T.iN MILE5 PER HOUR (MPH). 4 FdR VALUE5 THAT LIE @ETWEEN TWO CELLS;. THE HIGHER'(MORE`STRMENr) VALUE HAS. TO PE USED. INTERPOLATION 13ETWEEN CELLS 15 NOT. ALLOWED. GENERAL •ENCLOS URE -NOTES: " I. TYPICAL ENCLOSED AND OPEN BUILDINGS ARE AS SHOWN ON THE RIGHT' - 2. THE MAX DUILDING LENGTH FOR ENCLOSED D'UILDING51576-0THIS CAN DE.INCREASED" 8Y ADDING A DOUDLE .FRAME AT THE CENTER TO BREAK THE"LENGTH OF THE BUILDING." 3. =FOR"ENCLOSED 6U(LDING5, ONE END .WALL CAN PE.OPEN IF:THE OTHER END WALL IS: ENCLOSED. THE OPEN ENP WAIL MUST HAVE EITHER GABL•ETRAMING (SEE SHEET 8A) OR"A POODLE ,END FRAME 4: OPEN D,UILOING$ CAN HAVE PARTIALLY ENCLOSED SIDE WALLS. FOR SIDE WALLS UP'TO 3' ENCLOSED THERE15: NO.CHANGE IN THE: DESIGN. FOR GREATER THAN 3' SIDE WALL ENCLOSURES; 1HE:5 FACING FROM ADOVE:TADLE5 NEEDS TO-DE.REDUCED ,BY 6 .5. OPEN: BUILDING WITH PARTIALLY ENCLOSED.END WALLS NEED TO HAVE SIDE WALL BRACING. TO SUPPORT THE PARTIALLY.. ENCLOSED 51DE WALL. SEE SHEET 9 FOR TYPICAL BRACING TYP. ENCLOSED BUILDING DETAILS. ' SCALE:NTS_ MANUFACTURED BY:" 457 K. Broadway, Joshua,, TX 76058 1-866-73079865 . ENGINEERED BY,- A&A ENGINEERING dM •STRUCnJRAL 'b911 Reng..i a Flare; itB • TbWa. OH •3M, T44, 4 419.292.1983 � F= 419-2924M DRAWING INFORMATION ' PROJECT: 30:-0" WIDE 6UILPiNGS LOCATION: STATE.OF.CALIFORNIA 'PROJECTNO.:.23-15-0969. sNEFr nnE: SPACING .SCHEDULES &. ENCL4SUKE' NOTES SHEETiNO.: 4 /:"11 DRAWN BY: :LAK DATe..9/9%15- CHECKED BY: OAA -.,DATE: 9/9/15 - LEGAL INFORMATION • .-ANY DUPUCATION.OE THn DRAWING lNWHOLE 0R . PART 15: STRICTLY FORBIDDEN: ANYONE DOING 50 WILL. : BE PRDSXUTED UNC THE FULL EXFENT OF THE LAW. " DRAWING5VAUDUPIO1.YEARFROM.DATE Of55LE; SEAL:. QROFESS/0,- -"� CML. w , OMAR A. m a ABU-YASEIN _:.73389 OF CA4 TYP.OPEN, BUILDING DATEEXv;REs.12131/2016 SCAM` r1r5 oATE SIGNED:. SEPT 1140.15 2015 • ' .•• ,.• a114GA?NAtCHANNf jNjj u r mmmme OWN may. e • zj LLR ��� ■ :• a �������' (MP,H)�, 55■0 1 ■ �■ . 16 5]¢150, ASA ENGINEERING CRM SrRUClURAL 6911 n - a Phcc Su& B TA:d0. OH 4MM 'Tet 419.4921983 � Fie 419,-4980955 - ..exw�aeuprcuimm . ' DRAWING INFORMATION PROJECT: 3Q' O WIDE BUILR(NGS . ; LOCATION: STATE OF.CALIFORMA PROJECT: NO.:.':'. 2.33-15-0969 . �����m� . SHEETTfTL.E:..• - . PURLlN & GIRT SPACII� SCHEDULES. SHEET No.: 5 / 11 61RAwN Br: < LAK' : ; 0 --ATE: 9/9/15 IiJ IR�1 ■ . I ' • �ttl. CHECKEDBY:OAA. ',•DATE:'9/9/15. ' 'LEGAL INFORMATION . T ' ANY DUPLICATIONOF:T%IB DRAWING IN WHOLE OR'. PART 15'STRICILY FORBIDDEN: ANYONE DOING 50 WILL :. BE. PROSECUTED. UNDER THE FULL BMW OF 711E LAW. DRAWING$ VALID. UP :TO '1 YEAR: FROM DATE OF L55UE .:. SEAL: . QROFESS�p CIVIL m������ F OF.CALf - DATE EXPIRES: 12/31/201.6 - . DATE SIGNED: SEPT .11;2015. `. ■ • • Z .. i a • • 6 zcle w:0 ������� NOTE5: ; T. PURLIN SPACING-mrs ARE 1N INCHES. 2. FRAME 5PACING NEED5;70 6E DETERMINED FROM TADLE:4. - - MANUFACTURED.BY:.:. TA6LE 5.2: GIRT 5PACTNG-OOIEDULE '*j SPACiNG.� i j ■ ,t05 -WIND ■ 15 ■ `1 rvPEED ■ 40 (MP,H)�, 55■0 1 ■ �■ . 16 5]¢150, ASA ENGINEERING CRM SrRUClURAL 6911 n - a Phcc Su& B TA:d0. OH 4MM 'Tet 419.4921983 � Fie 419,-4980955 - ..exw�aeuprcuimm . ' DRAWING INFORMATION PROJECT: 3Q' O WIDE BUILR(NGS . ; LOCATION: STATE OF.CALIFORMA PROJECT: NO.:.':'. 2.33-15-0969 . . SHEETTfTL.E:..• - . PURLlN & GIRT SPACII� SCHEDULES. SHEET No.: 5 / 11 61RAwN Br: < LAK' : ; 0 --ATE: 9/9/15 CHECKEDBY:OAA. ',•DATE:'9/9/15. ' 'LEGAL INFORMATION . T ' ANY DUPLICATIONOF:T%IB DRAWING IN WHOLE OR'. PART 15'STRICILY FORBIDDEN: ANYONE DOING 50 WILL :. BE. PROSECUTED. UNDER THE FULL BMW OF 711E LAW. DRAWING$ VALID. UP :TO '1 YEAR: FROM DATE OF L55UE .:. SEAL: . r � sT , 457'N''92 .;fimu .NOTES: - .. 1. GIRT 5PACING:UNIT5 ARE IN'WdHE5, 2. THIS 5Cf(E-PULE15'tO BE USED FOR'@OTH Joshua, TX 76058 1-866-Z30-9865 -14GA AND I& GA.PURLINS. - 3, FRAME SPACING NEED5 TO DE DETERMINED ENGINEERED BY.*. 3 . .,FROM TABLE 4., •• '. ' . ASA ENGINEERING CRM SrRUClURAL 6911 n - a Phcc Su& B TA:d0. OH 4MM 'Tet 419.4921983 � Fie 419,-4980955 - ..exw�aeuprcuimm . ' DRAWING INFORMATION PROJECT: 3Q' O WIDE BUILR(NGS . ; LOCATION: STATE OF.CALIFORMA PROJECT: NO.:.':'. 2.33-15-0969 . . SHEETTfTL.E:..• - . PURLlN & GIRT SPACII� SCHEDULES. SHEET No.: 5 / 11 61RAwN Br: < LAK' : ; 0 --ATE: 9/9/15 CHECKEDBY:OAA. ',•DATE:'9/9/15. ' 'LEGAL INFORMATION . T ' ANY DUPLICATIONOF:T%IB DRAWING IN WHOLE OR'. PART 15'STRICILY FORBIDDEN: ANYONE DOING 50 WILL :. BE. PROSECUTED. UNDER THE FULL BMW OF 711E LAW. DRAWING$ VALID. UP :TO '1 YEAR: FROM DATE OF L55UE .:. SEAL: . QROFESS�p CIVIL W 'OMAR- A.... ABU-YASEIN . F OF.CALf - DATE EXPIRES: 12/31/201.6 - . DATE SIGNED: SEPT .11;2015. L E T?F..H0KIZ0NTAL SHEATHING SCALENTS .. (1015HEAT14W. J SEE TABLE 22 FOR - FA5TENER5CHEDULE" TYF. HORIZONTAL "SHEATF SCALE:Nt5 [16] ANGLE CLIP. SECURE TO — DOOR 1`05T AND BASE RAIL W/,(4) [23] FASTENERS E:5. [10] 5HEAIHNS — SEE:TABLE 22-FOK FASTENER SLHEDULE [11] END WALL 005T 2ETAIL 1 9A END -WALL GIRT5 s 0 WALL VERTICAL SHEATHING - TUBE DETAIL%1 SCALE: WS -- SEE TABLE 22 FOR -J FASTENER SCHEDULE %• (10] 5FIEATHUIG ATTACH ,FURLIN5 TO ROOF BE" W/ (2) (23) FASTENERS . (8] PURLINS ` ROOF VERTICAL: SHEATHING DETA[L 2 SCALE: NT54 ATTACH GIRT5 TO POSTS = > () PZ] IN! 2 FASTENERS MANUFACTUREDBY: �10'00_. 45.7 N. Broadway,, Joshua, TX 76058 1-866-730-9865 . WNGtNTERED 8Y: " . A&A ENGINEERING. , CIVIL - STRUCTURAL 5911 Aeimawuo Plea, Spite D . Tekdo, OH 43542 ' T4 419.492.1988 • Far.419-4940955 ' :. mivaaenginceamm ` . - DRAW ING. INFORMATION' PROJECT: W-0" WIDE BUILPNI S LOCATION: STATE:OF CALIFORNIA PROJECTNO.' x:233-15-0969 SNEET TITlF: - • - 5HEATHING OPTIONS PETAiL"S SHEETNO.: DRAWN BY: :LAK' DATE: 9/9/15 CHMKWmBY:,OAA oAm:9/9/15 LEGAL INFORMATION • = ANY DUPl1CAmoN OF THIS DRAWING IN WHOLE OR . FART 15 STW IXY FOMDDEN. ARYOW DOING 50 MLL 13E PRCGfCUiED UNDER THE fVLL MEW OFINE 1A8k - DRAYANC-S VAL D UP TO I. WAR FROM DATE OF ISSUE: SEAL• [11] 1 CIVIL �2 SEE TABLE 22 r -OR ; fi ABU-YASEIN A FASTENER SCHEDULE C73389 [9] GIRT5 k` .` CA11 ❑ WALL.VERTICAL :SHEATHING - HAT CHANNEL RETAIL - -DaTWraxPIREs: 12f37/2016.. SCALE NTS DATE "SIGNED:. SEPT 11.2015- 1.2015 / CLEAR DAY EACH SIDE OF OVERHEAD DOOR OPENING & AT DUILDING CORNERS 0 5TDE WALL OVER HEAD DOOR OPENINGS 5ERVICE POOR(S) TO DE LOCATED PER CU5TOMEK REQUIREMENT'S 2 OPENING.517FD. T TORT WINI [I"SIDE WALL.SEKVICE DOOR / iNDOW OPENINGS SCAM NTS MAX..2 CUT FRAMES CLEAR DAY EACH SIDE OF' OVERHEAD DOOR OPEMNG t1< AT BUILDING CORNERS ❑ 51DE WALL OVER HEAD DOOR:OPEMNG5: WITH TRUSS STYLE HEADER SCAM NTS SIDE WALL FRAMTNG''NOTES: 1. TRU55-5TYLE HEADERS ARE REQUIRED FOR WHERETHE GROUND" SNOW LOAD 15 GREATER THAN 40 P5F. 2: DESiGNS.AND DETAILS SHOWN HERE ARE APPLICADLE:TO DOTH REGULAR ANDA -FRAME STYLE DUILPING5. 3. MAX. HEIGHT OF SIDE WALL DOOR OPENINGS. DEPENDS ON POST LENGTH NEEDED. -TO ACCOMMODATE KNEE.DRACES. 4.: OVERHEAD DOOR OPENINGS CANNOT CUT THROUGH MORE THAN.2 FULL FRAMES.- 5. RAMES.5. MIR 1 CLEAR DAY MUST DE MAINTAINER DETWEEN ANY 2 OVERHEAD DOOR OPENINGS A CLEAR DAY 15 NSPACE DETWEEN TWO FRAMES THAT HAS NO OVERHEAD DOOR OPENINGS. 6. MIN.1 CLEAR BAY MUST AL50 DE MAINTAINED:FROM THE BUILDING. CORNERS:. 7. SERVICE DOORS: AND WINDOWS CAN DE PLACED IN CLEAR DAY.5 OR ANY WHERE ELSE AS NEEDED. F5 457 N. Broadway, Joshua, TX 76058 1-866-730-9865 EfMINEM ED BY - A&A ENGIIVEERIIVG chm-smuc7IBAL " 5911 Fwmi dam: Plxe, Suiw B • 7bledo, OH4SM 7A419 -Ml= -F1 .419-2924M " D RA W I N G"I N FO R MATI O N. PROJECT:. 30:-0'� W1DE BUII:DiNGS Locanom STATE.OFCALIFORNIA PROJECT,NO.: 233-15-0969 SHEET TM.E: . SIDE WALL FRAMING & 0PEN1NG5 . SHEETNO.: 77A' 111 oRAWNsY:. FLAK - DATE: 919A5 cNEctcm L3Y: 0AA . DATE: 9/9/15 LEGAL "INFORMATION. " -ANY DUPLICATION OF TH5 DRAWING IN WHOLE OR .PART IS 51RLCILY FORBIDDEN. ANYONE DOW. 50 WRL. BE PROMOMED UNDER THE RAL FXflW OF THE tAW. DRAWINGS VAUD UP TO 1 NW I" DATE OF I561JE. SEAL' Q LOFESSIO, Q� CIVIL QMAR' A. m �. ABU-YASEIN .' "DATE EXPIRES: 1213112076- - DATESMI4ED: SEPT 11 2015- 021 POOR POST {6] 6" LG:.CONNECTOR [15}WINDbNI FRAMING . SLEEVE. MLD BOLT- SEE TABLE 3.2:FOR NO: OF FASTENERS KEQD.. (16] ANGLE CLIPrSECURE - 70 COLUMN POST AND . HEADER W/ (4)': (Z3] FASTENERS E.S. (5] BASE RAIL, DOOR P05T BOT. CONN. DETAIL TY -F. WINDOW FRAMING .2 scnLeNrs 1 CONN: DETAIL: SCALE: Nis r .05]'ANGLE CLIP. SECURE TO COLUMN P05T AND . SERVICE DOOR:./:WINDOW FRAMING W/ (4) (23] ' FASTENERS E5.. [15] SERVICE DOOR / WINDOW FRAMING [1] COLUMN P05T TYP: SERViCIE POOR / WINDOW, FRAMING CONN. DETAIL SME: Nis [15],ANGLE:CCIP. SECURE TO COLUMN POST AND HEADER W/ (4) W] FA5TENER6 E.S. [14] DOUBLE HEADER Ver FILLET -1 U2" LG. 8 ;-j C.0 STITCH WELD BOTH [11 COLUMN POST SIDES•5TAGGERED =.TYP. (121 DOOR P05.T (6] 6" LG. CONNECTOR, SLEEVE: HELD BOLT =, . .SEE TABLE 3:2 FOR NO. OF FASTENERS REQD. COLUMN POST ABOVE PDL.O ROOR:HEADER CONN. DETAIL 5 SCALE: WS - [i3] SINGLE HEADER - LOWER CHORD COLUMN:P05T ABOVE TRUSS DOOR`HEADER CONN. DETAIL. . SCALE: WS (6]'6" LG: CONNEC[OR, SLEEVE HELP BOLT - SEE TABLE 3.2 FOR N0. FASTENERS READ. (1] COLUMN:POST .- ADOVE HEADER MANLIFAm mr-nave. [14] DOUBLEHEADER Lr6J fol, t c�. ((1fV1Vtl I UK 'SLEEVE: HELD DOLT'-' SEE (1) COLUMN POST 10 FILLET -1 /2' � LG.:0 n° TABLE 32 FOR NO.* OF* ABOVE.IHEADER I=866-130-9865 FASTENER$ READ. (23]TRU55 COLUMN P05T ADOVE:DBL..O 3 ENO1N�DBY` SPACER :DOOR HEADER CONN. DETAIL [13] SINGLE HEAD_ ER' -MAX 20"0,C. -UPPER CHORD [i3] SINGLE HEADER - LOWER CHORD COLUMN:P05T ABOVE TRUSS DOOR`HEADER CONN. DETAIL. . SCALE: WS (6]'6" LG: CONNEC[OR, SLEEVE HELP BOLT - SEE TABLE 3.2 FOR N0. FASTENERS READ. (1] COLUMN:POST .- ADOVE HEADER MANLIFAm mr-nave. DATE.EXPIRES. 1 2131 /2 0 1 6. DATESIGNED SEPT 11 2015.• [14] DOUBLEHEADER �= 457 N. Broadway; 10 FILLET -1 /2' � LG.:0 n° Joshua, TX 76058 CC STITCH WELD.BOf}-t.._ I=866-130-9865 SiDE5.STAGGERED-TYP. - COLUMN P05T ADOVE:DBL..O 3 ENO1N�DBY` :DOOR HEADER CONN. DETAIL j151 ANGLE CLIP. SECURE TO:._ ASA F1�TG COLUMN POST AND HEADER .. UdnntAIVG iavri • tRUG�I Dww `593!Renv.=Fli ,SukDsToledo; OH4.%43. ' .W #3.TEKS 5DS E.S. 'Ta 119,M198A. hi. 419-2924W .(4) D3] SINGLE HEADER •+�• m<ug nco�saom UPPER CHORD DRAWINGINFORMATiON'. [23] TRU55 PRO.1ECT: 39-C.'WIPE. RALDiNG5 SPAG R - LbCATION: STATE OF CALiFORN(A MAX 20" O.C.' PROJECTNO.:.Z33 i5 0969:. a � ..�S'HEETTMX_ SiDENALL FRAMING.: [13] SINGLE HEADER• DETAILS - LOYVER CHORD . [i] COLUMN P05T SHEETNO.: [12] DOOR P05T .:.: [6] 6° LG. CONNECT�Z` oRawN aY: LAK DATE. 9/9/15 _ SLEEVE. FIELD DOLT-- CHECKED BY. OAA DATE: 9/9/15 SEE TABLE`3:2 FOR N0: . OF FA5TENER5,REQD. LEGAL;INFORMATION .. Ttt�i 0MYANG 1N WM01E 0R _ AN'5 5M1CATiONOF PART IS STRICRY FORBiDOEN. ANMNE DOING 50 WILL.. HE PWJSS mw uNDERTHE FULL WENi0FThE W.. COLUMN,P05T.ABOVETRU55 =CRAWNGsviumuPTOIMRFWMWEO>=�. DOOR HEADER CONN. DETAIL 6 SEAL• . SCALE: WS r, nFFS e_ DATE.EXPIRES. 1 2131 /2 0 1 6. DATESIGNED SEPT 11 2015.• SEE TABLE 8&1 FOR MAX EW WALL POST SPACM 1 o- a�o'R MIK T2" M CORNER Q� O p MIN 0 BETWEEN OFFSET p Lp� OpENP.G6 (20] GADLEBRACE CO' NEIZ OFFSET I a`e SEE TABLE 8-A.1 FOR.MA�� END WALL P05T S UI E] ENP WALL OVER HEAD DOOR OPENINGS SCAIF:NTS SEE TABLE aA.t FOR MAX. END WALL POST SPACING i L OPENING SIZED TO FIT WINDOW SERVICE DOOR(S) TO DE LOCATED MR CUSTOMER REQUIREMENTS SEE TABLE I-Ai.FOR MPr' END WALL POST 5 i Fl END WALL SERVICE DOOR AND WiNDOW OPENINGS. SCALE NrS END WALL- FRAMING NOTES: L DESIGNS AND DETAILS SHOWN HERE ARE APPLICABLE TO DOTH REGULAR AND A-FRAME.STYLE DUILDiNGS. 2. MIN. 12" CLEARANCE MUST DE MAINTAINED BETWEEN ANY TWO OPENINGS (OYERHEAD DOOR OR SERVICE DOOR) AND FROM CORNERS. 3. SERVICE DOORS AND WiNDOWS CAN BE PLACED AS NEEDED. 4. DIAGONAL DRACES NEED TO DE ADDED FOR PARTIAL END WALL ENCLOSURES. 5EE SHEET 9 FOR DIAGONAL BRACE CONNECTION DETAILS. . ❑ END WALL GABLES SCALE: MS ❑ PARTIAL END WALL FRAMING SCALF- NT9 TABLE 8-A 1: END WALL POST SPA(IWv SCHEDULE ,WIN9 SPEED j iMPM EAVF,HEiGKTI ■ UP TO,T -E'- ,�t0,9.' {� 10',T&121 MANUFACTURED BY: 457 N. Broadway, Joshua, TX 76058 1-866-730-9865 ENGINEERED BY; A&A �IGINEERING crm - STLLucruRAL 5911 Rem6unre Ph=, Suim B • T"kdo, OH 43629' Td 419994-1933 • Fu. 419-994d9.i5 -cnpncco DRAWING INFORMATION PROJECT: W -O" WiPE 5UiLDiNG5 L:ocATlon: STATE OF CALIFORNIA PROJECT NO.: 233 -15 -0969 - SHEET TITLlE: - I END WALL ERAMiNG SHEET NO.: &-A / 11 DRAYm ay-. -LAK DATE: 9/9/15 CHECKED HY: OAA DA -m- 9/9/15 LEGAL INFORMATION - ANY DUPLICATION OF TH15 ORAWING IN WHOLE OR PART 15 STRICTLY FORBIDDEN. ANMNF DOING SO WAL BE PROS[CUT D UNOER THE FLU WENT OF THE LAW. - ORAWING5 VALID UP TO 1 YEAR FROM DATE OF EaZ SEAL: CML `'\ OMAR A. ri U-YASEIN C73389 n 9TF OF CAS DATE EXPIRES: 12/31/2016 DATESIGNED: SEPT 11 2015 021 DOOR P05T 07] STRA[GHf BRACKET. 06] ANGLE DRACKET. SECURE TO DOOR F05T SECURE TO DOOR POST AND DASE RAIL W/ (4) AND BASE RAIL W/ (4) [23] FASTENERS [23] FASTENERS [3] RASE RAIL DOOR POST BASE RAIL CONN. DETAIL1 SC :NIB [3] SIDE WALL DA5E RAIL p) COLUMN POST [6] 6" LG. CONNECTOR SLEEVE [16] ANGLE DRACKET. SECURE TO DOOR POST AND RASE RAIL W/ (4) [23] FASTENERS [3] END WALL DA5E RAIL [2] ROOF 13EAM 06] ANGLE BRACKET. SECURE TO DOOR P05T AND 13A5E RAIL W/ (4) [23] FASTENERS ES. [17] STRAIGHT BRACKET. SECURE TO DOOR POST AND BASE RAIL [11] END WALL P05T W/ (4) [23] FASTENERS SDS OR 021 DOOR POST END WALL P05T - ROOF BEAM CONN. DETAIL 4 SCALE NTS [11] END WALL POST (151 ANGLE CLIP. SECURE TO END WALL POST AND DOOR / WINDOW FRAMING W/ (4) [23] FASTENERS E.S. [15] SERVICE DOOR /4 WINDOW FRAMING TYP. SERVICE DOOR I WINDOW 6 FRAMING CONN. DETAIL SCALE: MB [11] END WALL POST P05T ABOVE HEADER M ANGLE SECURE TO DOOR Pi AND RASE RAIL W. #3 TEKS 505 [11] END WALL POST 051 ANGLE CLIP. SECURETO DOOR POST AND BASE RAIL W/ (4) [23] FASTENERS E5. [13] SINGLE HEADER CORNER DETAIL 2 SCALE: WS HEADER - END WALL POST CONN. DETAIL 7 SCALE: WS rel : Yrs• r-1-Vz' LG. iTITCH WELD DOTH 5IDE5 STAGGERED -TYP. END WALL P05T ABOVE DOUBLE HEADER CONN. PkMg of DEAM5 s [22] GADLE BRACE !] ANGLE CLIPS 2 EACH J \\, END - TOTAL 4. SECURE TO fix' TYP. GABLE DRACE CONN. DETAIL 12 SCALE: Nrs [11] END WALL POST [16] ANGLE DRACKET. SECURE TO DOOR POST AND RASE RAIL W/ (4) [23] FASTENERS E.S. [3] DA5E RAIL END WALL POST - DA5E(D RAIL CONN. DETAIL SCALE: NrS 011 END WALL POST ABOVE HEADER 05) ANGLE CLIP. SECURE TO DOOR P05T AND RASE RAIL W/ (4) [23] FASTENERS E.5. 03] SINGLE HEADER END WALL POST ABOVE HEADER CONN. DETAIL 5 SCALE: Nr5 05] ANGLE CLIP. SECURE TO HEADER AND COLUMN POST W/ (4) [23] FASTENERS E.S. [13] SINGLE HEADER [11] COLUMN POST AT [11] END WALL POST �—M GABLE HEA 051 ANGLE CLIP. SECURE TO sc lE: M DOOR POST AND DA5E RAIL [ 2] GADLE DRACE W/ (4) [24] FASTENERS E.S. [14] DOUDLE HEADER 1/8 FILLET - I -V2" LG. 9 8 QC STITCH WELD DOTH SIDES STAGGERED -TYP. DOUBLE HEADER - END WALL 10 P05T CONN. DETAIL SCALE: Nr5 - CORNER POST CONN. [11] END WALL POST ADOVE GADLE HEADER 07] ANGLE CLIPS 2 EACH END - TOTAL 4. SECURE TO GABLE WADER W/ (4) [24] FASTENERS E.S. L._,, _.. „iLE HEADER GADLE BRACE - ENP WALL CONN: DETAIL% SWIM Ws MANUFACTURED RY: 457 N. Broadway, Joshua, TX 76058 1-866-730-9865 ENGINEERED BY: A&A ENGINEERING CIVEL • STRDC7TIRAL 5911 Rco im= Fla .9u@e B • Tbledo, OH 48673 TeL 419-2MI983 • I= 419-2924MM www.esenpneen,com DRAWING INFORMATION PROJECT: 30'-O" WIDE DUILDING5 LOCATION: STATE OF CALTFORMA PROJECT No.: 233-15-0969 sHmT nn.e END WALL FRAMING DETAILS SHEET NO.: " / 11 DRAWN BY. LAK DATE: 9/9/15 CHECKED BY: OAA DATE: 9/9/15 LEGAL INFORMATION - ANY DUFUCATION OF TM DRAWING IN WI M OR PART IS STRICTLY fDFJ3WDPN. ANYONE DOING 50 WILL. BE PR05WLrrfD UNDBC THE RILL D7nW OP THE LAW. - DRWNGS VALLD UP TO I WAR PROM DATE OF LS5UE: SEAL: QµOFES S/pM9 CML G� OMAR A. m k YASEIN C 7 3 3 8 9 \F OF Ce DATE EXPIRES: 12/31/2016 DATEsmm: SEPT 11 2015 • . • J CONCRETE SLAB FOUNDATION NOTES: 1. DE51GN5 SHOWN ON THiS SHEET ARE FOR COWRETE SLAB FOUNDATION. ANY OF THE FOUNDATIONS SHOWN ON 5HEET511-A THRU 0 CAN BE USED. 2. EITHER OPTION 1 'EDGE OFFSET OR OPTION 2 'NOTCHED EDGE' DETAIL CAN BE USED. 3. FOR OPTION 1 THE MiR SLAB SiZE SHALL BE EQUAL TO THE OUTSIDE DIMENSIONS OF THE BUILDING PLUS 5" EACH DIRECTION. 3. FOR OPTION 2 THE MIN. SLAB SiZE SHALL BE EQUAL TO THE 510E DIMENSIONS OF THE BUILDING DIMENSIONS. 4. CONCRETE ANCHORS SHALL BE LOCATED NEXT TO EVERY POST AND ON EiTHER 51DE OF OPEMNGS. TWO ANCHORS SHALL BE INSTALLED AT CORNER OF ENCLOSED 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 FROST DEPTH SPECIFIED PER LOCAL CODE. 7. CONTROL JOINTS SHALL BE PLACED 50 AS TO LIMiT MAX. SLAB SPANS TO 20' IN EACH DIRECTION. 8. ASSUMED SOIL BEARING CAPACITY 15 TO BE A MIN OF 1500 PSF. 9. CONCRETE STRENGTH TO BE A MiN OF 2500 PST 0 28 DAYS. TABLE 11-A1: CONCRETE SLAB ANCHOR SCHEDULE T5 TO 140 wag 1/2',9X7" m6„ TO 180 518".8 X 7" ANCI1pR - 5EE NOTES: TABLE 11-A1 1. EXPANSION ANCHORS, WEDGE ANCHORS OR ADHESIVE ANCHORS MAY BE USED. 2 LOU EMBEDMENT D P III II Ip , , `� Nk �\ / III Ir�� �IV5� 11-A III III � �� Ijj ` I� III / � I� ill III SII M�2a III /j � i 1po � III CONTROL JOINTS SPACED AT \ MAX. ZD' -0° O.C. \ \ 11-A CONCRETE SLAB FOUNDATION SCALE NTS E TH TO BE 4 . ,, . , 3. ANCHORS TO BE SPACED NO MORE THAN 6" FROM POSTS. •` • 4. ALL ANCHORS TO BE A307 EQUIVALENT OR BETTER. ` q• ' '� e MiR 4" EDGE DIST. (1] COLUMN POSTANCHOR - SEE TABLE 11 -Ai SECTION A -A MiR 4" EDGE DiST. (1] COLUMN P05T - [3] BASE RAiL MIN. #, THK. A (3] BASE RAiL CONCRETE SLAB GRADE W6X6 / 6 WELDED ,' WIRE OR FiBER MESH A J (3) #4 REBAR CONT. -,I, Y 1-v2" x 1-1/2" NOTCH P J w ALT. NOTCHED EDGE DETAIL sL ❑ OPTION 1: EDGE OFFSET DET SCALE NTS BUILDING POST BEYOND 2" WIDE X 1" DEEP I I NOTCH ALONG cv OVERHEAD DOOR AND SLOPE TO 2' OVERHEAD DOOR NOTCH DETAiLr,---� SCALE: NT5 a ANCHOR - SEE [1] COLUMN POST TABLE 1}A1 /— (3] BASE RAiL SECTION B -B MIN. 4" EDGE DIST. [7] BASE ANGLE ANCHOR - SEE TABLE 11 -Al MiN 4" THK B CONCRETE SLAB r (1] COLUMN P05T [3] BASE RAIL CRAVE W6X6 / 6 WELDED WI RE MESH6 L L AS PER LOCAL (3) #4 REBAR CONT. � CODE. MIN 12" ❑ OPTION 2: EDGE FLUSH DETAIL O SCALE NTS MANUFACTURED BY: 457 N. Broadway, Joshua, TX 76058 1-866-730-9865 ENGINEERED BY: i 7-210 A1kA ENGE9EERING CIVII.• SMUCTUHAL 5911 Renim— PI"m, suit B • T"kdo, OR 43623 Td 4193921933 • Fa 4192924M mnr=-CA i"eemo m DRAWING INFORMATION PROJECT: 30'-0" WIDE BUILDINGS LOCAMON: STATE OF CALIFORNIA PROJECT Na: 233-15-0969 SHEET TITLE: FOUNDATION OPTION 1: CONCRETE SLAB SHEET NQ: 11-A / 11 DRAWN BY: LAK DATE: 9/9/15 CHECKED BY: OAA DATE. 9/9/15 LEGAL INFORMATION - ANY DUPUCANON OF THIS DRAMNG IN WOE OR PARE 15 5WICTLY FORBIDDEN. MflUNE DOING 50 WILL BE PROSECUTED UNDER THE FULL EXTFM OFTHE LAW. - DRAWINGS VAJD UP TO I YEAR FROM DATE OF OWE: SEAL: j�OFESS/C� CIVIL OMAR A. 7n ABU-YASEIN X C73389 �OF A� F CA1-�F�e' EXPIRES: 12/31/2016 DATE SIGNED: SEPT 112015 Storm and Surface Water Management Storm and surface water drainage will be managed by an existing ditch on the east side of the building site and an existing french drain on the west side. The land slopes away from the building site on the north and south sides. The ground immediately adjacent to the foundation will slope away from the building not less than 6 inches within the first 10 feet. The slab floor of the building will be sloped to the front of the building. Gary Plank 267 Lonesome Dove Circle Berry Creek, Ca. Permit # B16-2026 APN 061-630-004-000 . BUTTE COUNTY OCT 07 2016 DEVELOPMENT SERVICES BUTTE COUNTY BUILDING DIVISION APPROVED BUTTE COUNTY Butte County Department of Development Services OCT 0 7 2016 PERMIT CENTER DEVELOPMENT 7 County Center Drivd, Oroville, CA 95965 Main Phone 530.538.7601 Fax 530.538.7785 SERVICES `_ w%vw.butteoountv.net/dds SITE PLAN Assessors Parcel Number. o a o - © 0 ® — Ed 0 (� • s, _E CIRCLE 15-x STI N; 6T, ARA:INAGt. AiTq r� ` � V L 01, 6 _ PRO POSED PR�EFAS I ,hp J 3 a x 3 oSTF_,eL M o IL"Ib 4t 01*� -SToRaC, - 8V11_o11NGt k—:_-XIr STE UG- % 1 dE M C.14 D Id fl // O -WPG4E Pati L1 ' FXlS7RNC JE'XJSTIN G SEP TI C SLOPE Permit # MOW 1-11300-101, 91(o'-2 o2 �)(/ST/tuGaO &Al / WATER T�`l!j�k IEIUSTI,W& �� � V 0.-EX15-r1N & WELL. I N EXI-STI W G DW ELt Al G i DA' �--- 70 -��- ' RTE COUNTY DEVELOPMENT SERVICES CAVIEWED FOR- COMPLIANCE Owner Name: G ok V Scope of Work:. i�-l..5 /4' � � j v � X e S tee Site Location: a , .: P- 41 rr - - e?' b 4W A5,11<. 0,•--7 c3 Contact name: Phone: J L� c S - ' Flood Zone: Scale I"= Revised 7.20.2015 Page 1. of 1 - �. x BUTTE COUNTY Butte County Department of Development Services i OCT 0 7 2016 PERMIT CENTER DEVELOPMENT 7 County Center Drive, Oroville, CA 95965 SERVICES Main Phone 530.538.7601 Fax 530.538.7785 xvww.buttecounty.net/dds SITE PLAN Assessor's Parcel Number: Fq1 ® F - a a o E 0 ® Permit #: 131 Z02-6 Owner Name Site Location Contact name Flood Zone: eN _STEEL A-���1`'li� �LLj CL05 2 F%'. M ! JAI C-11 I a - ;FRONT 13A,� f�©Wo SLOP PEA 14 o 3 6 PITC t of 1/47 :• y ilk - �!al1<-l� --�1 o 3 2 Revised 7.20.2015 ,)caie i = t® T ar r� w Page 1 of I t BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING CONSTRUCTION DEBRIS RECOVERY PLAN: Pre -Construction Building permit will not be issued until completed plan submitted APN: 06/ 9 —&-30 _00q-6)(26) Building Permit # 1316 - Z 0 2 - Owner Owner N Owner Mailing Submit completed form in person or by mail or fax to: Butte County Development Services - Building 7 County Center Drive Oroville, CA 95965 Phone: (530)538-7601 Fax: (530)538-2140 Owner Phone: (9/4 4.6, 7 -- %� � Jobsite Address `o7Z_/2,4P5naU !/L7r/Q Gr• 1 eni- (,w0roject Sq. Ft.: qL9 SQi A Project Type:). /Construction ❑ Demolition Jobsite Contact: , vlwI P144 Company: u 4 tted�G►r ao Jobsite Phone: ( SAS) 6 7 Z " 31 Brief description of project: S+ee _S+t- 'cire bcii lel /vl !�7 Or-,? b By signing below, I acknowledge that I am responsible for complying with the requirements of Ordinance 2006-3925 (Chapter 31, Article VII) related to recovery of construction and demolition debris and the lack of compliance may result in delays in issuance of building/demolition permit(s), hold on final inspection(s) and/or penalties. Applicant: (Owner / Contractor) Signature: (Circle) Date: /0 /-s -Zz to MATERIAL 1 Reuse Recycle Dispose FACILITIES/SERVICE PROVIDERS TO BE USED 3 Inert Material (Concrete, asphalt) e Lumber Plant/Tree Debris I (� O bU VVI S 1 Dry Wall Metal Cardboard Other: Other: Recovery Plan approved: Date: (Building Division) Please refer to the Butte County online Recycling Directory for local recycling service providers at: www.RecycleButte.net. �k'(dlV BUTTE COUNTY OCT 07 2016 DEVELOPMENT SERVICES In / at ' b TIi MANUFACTURED BY: 457 N. Broadway, ZW Joshua, TX 76058 NW1-866-730-9865 W WH ENGINEERED BY: O ? O' REGULAR A-FRAME di �G oI- U o W .� 30'-0" WIDE _ A&A E A ctv>z. • sTxuclTuuL. CARPORT STYLE BUILDINGS $911AT =� I I983uCli•194IN OA 43623 Tc4 419.49&1983 Fas.419.292-0955 hrwsaangimnmm DRAWING INFORMATION DESIGN NOTES DESIGN CRITERIA DRAWING INDEX PROJECT: 30'-0" WIDE BUILPING5 1. ALL CONS RUCTION SHALL BE PROVIDED IN ACCORDANCE PREVAILING CODE: CBC 2013 (IBC 2012) COVER SHEET — 1 LOCATION: STATE OF CALIFORNIA _ _ =20 "OSHA, A15C 360, A5CE 7-10, AWSD 1,1 CODES �USE GROUP: U (CARPOKT5. BARN5) SCHEDULES & MEMBER - PROJECT NO.: 233-15-0969 SHEET TITLE: AND ALL APPLICABLE LOCAL REQUIREMENTS. 1. ` DEAD LOAD (D) D = 4 PSF SECTIONS -- 2 2. BASE CONNECTIONS SHALL BE PROVIDED As SHOWN ON 2. ROOF LIVE/SNOW LOAD (Lr) Lr = 20 - 70 PSF FRAME SECTIONS & DETAILS 3 COYER SHEET FOUNDATION DETAILS SHEET. (AS PER SNOW LOAD) SPACING 5CHEDULE5 - sHEErNo.: 3. ALL MATERIALS IDENTIFIED BY MANUFACTURER NAME 3. SNOW LOAD (5) GROUND SNOW LOAD P10=20-90 PSF 6 ENCL05URE NOTES 4 DRAWN BY: LAK DATE: 9/9/15 MAY BE SUBSTITUTED WITH MATERIAL EQUAL OR IMPORTANCE FACTOR Is = 0.8 PURLIN & GIRT SCHEDULES 5 BY: OAA DATE; 9/9/15 EXCEEDING ORIGINAL 4. WIND LOAD (W) BASIC WIND SPEED VASP =105 -180 MPH SHEATHING OPTIONS 6 CHECKED LEGAL INFORMATION 4. ALL SHOP CONNECTIONS SHALL BE WELDED EXPOSURE C SIDE WALL FRAMING - ANY DUPLICATION OP THIS DRAWING IN WHOIf OR CONNECTIONS. 5. SEISMIC LOAD (E)PART DESIGN CATEGORY D OPENINGS 7-A, 7-B Is STRICTLY FORBIDDEN. khONE DOING 50 WI'L Be PRO5ECUTEO UWXRTHE FULL DRRJiOFTHE LAW. 5. ALL FIELD CONNECTIONS SHALL BE TEK5 #12 (1/4"XI'). IMPORTANCE FACTOR Ic =1.00 END WALL FRAMING - DRAVANG5 VAUD UP TO I rt ARPROM DATEOFI55M SEAL: 6. STEEL SHEATHING SHALL BE 29GA. CORRUGATED GALV. OPENINGS — 8 A 8 B LOAD COMBINATIONS: OR PAINTED STEEL - MAIN RIB HT. 3/4" (FY=80KSI) OR EQ. 1. D + (Lr OR 5) / OR��ER�i I G DETAILS 9 Of 7. ALL STRUCTURAL LIGHT GAUGE TUBING AND CHANNELS 2• D + (0.GW OR m0.7E) PERMIT # p p� 10. 3. D + 0.75 (0.6W OR t0.7E) + 0.75 (Lr OR S)BUTTE CI Mtf SIICES!� QaOFESSIO* SHALL BE GRADE 50 STEEL 4. 0.6D + (0.GW OR t0.7E) FORA jpW WEFOR — 11-A T011-D CIVIL tn20 8. STRUCTURAL TUBE TS2 1/2"X21/2"- 14GA. 15 EQUIVALENT CODE COMPLIANCE w OMAR A. TOT521/4"X21/4"-12GA AND EITHER ONE MAY BE USED INW DAT I Z" � T' BY U-YASEIN LIEU OF THE OTHER. sT 73389 AP INFORMATION CERTIFICATION VALIDITY CUSTOMER INFORMATION , DESIGN LOADS BUILDING _j�W/ NOTICE OF CALF (�^• /; omm.• `�!�( ✓� yl'n 2-04 GROUND SNOW: 2-0 %i Ff WIDTH: V� LENGTH. � D FRAME TYPE: o R RAME DATEOFISSUE: SEP 14 2015 CERTIFICATION ON THESE DRAWINGS IS DATE EXPIRES: 12I31I2016 ADDRES& e O�� J)Ove I-011 JOVE ROOF LIVE LOAD: ENCLOSURE FULL PARTIAL WIND 9P HFJGHT: ' DATE SIGNED: SEPT 11 2015 /� �L�YN CV ee )� C TYPE Ia OPEN VALID FOR ONE YEAR FROM DATE OF ISSUE BASIC In / at ' b TIi TABLE 2.1: MEMBER PROPERTIES 1 COLUMN P05T MNNNIM 2.5' X 2.5" X 14GA TUBE W/ 225" X 225" X 12GA TUDE INSERT 11 2 ROOF BEAM 2.5"X 2.6'X 14GA TUDE 1 3 DA5E RAIL 2.6'X 2.5X 14GA TUDE 1 4 PEAK BRACE 22'X 2.5' X 14GA TUDE 4 5 KNEE DRACES 25'-X 1.5" 14GA CHANNEL 4 6 CONNECTOR SLEEVE 225"X 225"X 14GA TUDE 2 7 RASE AWLS 2.5' X 2.5"X 3" LG. V4" ANGLE 10 8 PURLIN 425" X 1.5" X IbGA / 14GA HAT CHANNEL 5 9 GIRT 425"X 15"X 18GA / 14GA HAT CHANNEL 5 101 SHEATHING 29 GA CORRUGATED SHEET 8 11 END WALL POST 2.5' X 2.5" X 14GA TUDE 1 12 DOOR P05T 2.6'X 25'X 14GA TUDE 1 13 SINGLE HEADER 2.6" X 2.5' X 14GA TUDE 1 14 DOUDLE HEADER PDL 2.6'X 2.5" X 14GA TUDE 1 15 SERVICE DOOR / WINDOW FRAMING 25" X 2.6'X 14GA TUDE 1 161 ANGLE DRACKET 2"X 2"X 2" LG. 14GA AN3LE 7 17 1 STRAIGHT BRACKET 2"X 2" X 4' LG.14GA PLATE 6 18 . PD SUPPORT 22'X 25" X 14GA TUDE 1 191 DIAGONAL BRACE 2" X 2" X 14 GA TUBE 3 20 GADLE DRACE 2" X 2" X 14 GA TUDE 3 21 0D BRACKET 6" X 6'X 14GA PLATE 9 22 TRU55 SPACER 25'X 25'X 14GA TUDE 1 23 ALL FASTENER 5 TEK5 #12 X 3/4" SELF DRILL SCREWS W/ NEOPRENE/STEEL WASHER TABLE 2.2: SHEATHING FASTENER SCHEDULE CORNER PANELS 51DE LAPS EDGE LAPS ELSEWHERE 5' C/C I MIR 1 4" C/C W C/C FASTENER TYPE: TEK5 #12X1" SELF-0RILL SCREWS W/ NEOPRENE/STEEL WASHER j3DTTE CO NW BUILDING DIVISION APPROVED p 9.. 0 I L THICKNESS = 29GA 29 -GA CORRUGATED SHEATHING SCALE:NrS r V IF N F k V- 2.5" 2.25'' THICKNESS =14GA THICKNESS =14GA 2.5" X 2.5" 14GA TUBE%,1 2_.25" X 2.25" 14GA TWE�1 SCALE WS SCALE: NrS N a 2" THICKNESS =14GA 2" X 2" 14GA TUBE 3 SCALE: NTS u IHCKNE55 =14GA 2.5" X 1.5 14GA CHANNEL O SCALE NTS J L � 425" 2.5" THCKNE55 =18GA / 14GA 425" X 1.5" X 18GA / 14GAn 25" X 2.6'X 14GA TUBE W/ 2.25' it HAT CHANNEL 5 X 225" X 12GA TUBE INSERT SCALE:Nr5 5CALE:NTS NOTE: INSERT FULL LENGTH & FIELD BOLT W/ [241 FA5TENER5 ®12" C/C STAGGERED OPP051TE FACE 0 o N o ° ° THICKNESS =146A THICKNESS =14GA STRAIGHT 5RACKET 6 ANGLE BRACKET 7 SCALE:NT5 SCALE -NTS N N e ell 3� THCKNE55 =14GA T}4CKNE55 =1/4" D5 BRACKET BASE ANGLE 10 SCALE- M 9 SCALE: NrS MANUFACTURED BY: 457 N. Broadway, Joshua, TX 76058 1-866-730-9865 ENGINEERED BY: A&A FNGOTEERING CrM • MUCrURAL S91 R..btam Pt -M. S"6c R . Tokd., OK 48628 T.I. 419-292-1983. Fu. 419392-0956 wmr.u<ngcecnmm DRAWING INFORMATION PROJECT: 30'-O" WIDE DUILDINGS LOCATION: STATE OF CALIFORNIA PROJECT No.: 233-15-0969 SHEET TITLE: SCHEDULES & MEMBER SECTIONS SHEETNO.: 2 / 11 DRAWN BY: LAK DATE: 9/9/1.5 CHECKED BY: OAA DATE: 9/9/15 LEGAL INFORMATION - ANY DUPUCATION OF THIS DRAWING IN WttDIE OR PART i5 5TRICR.Y FORBIDDEN. AVYM DOING 50 TILL BE PRDSECUTED UNDER THE PULL WENT OF THE LAW. - DRAWINGS VALID UP TO I YEAR FROM DATE OF ISSUC. SEAL: QSOFESS/O,-N CIVIL OMAR A. ABU-YASEIN o C73369 �p \F OF DATE EXPIRES: 12/31/2016 DATEsIGNED: SEPT 11 2015 [4] PEAK BRACE IA 3 [2] ROOF BEAM I 1 [3] BASE RAIL 12 — 15 [5] KNEE BRACE - SEE TABLE 3.1 FOR LENGTH M COLUMN POST 29-9112" --TYP. A -FRAME SECTION [2] ROOF REAM SCALE: NTS 12 /' (4) PEAK BRACE - 1/8"'FILLET -11/2" LG. 0 8" GC. STITCH WELD DOTH SIDES STAGGERED -TYP. [5] KNEE BRACE - ATTACH W/ w (2) [23] FASTENERS E.S. [6] 6" LG. CONNECTOR SLEEVE - FIE LO DOLT W/ [23] FASTENERS - SEE TABLE 3.2 FOR NO. OF FASTENERS READ. [1] COLUMN POST ' A•'A'-FRAME E"E DETAIL SCALE: HTS 1 TABLE 3.1: KNEE DRACE SCHEDULE" TU T08 24" ❑ 9' TO 12' 36" '�WI(JD: SPEED;(MPH). h0 QF.FASTENERS� ■ .1 • i1 i [2] ROOF BEAM 12 [4] PEAK BRACE 1.8 3 [2] ROOF BEAM 16 12 --j3 (5] KNEE BRACE - SEE TABLE a1 FOR LDGM (1) COLUMN POST BUTTE COUNTY BUILDING DIVISION [3] BASE RAIL APPROVED / L- [4] PEAK DRACE V8" 19LLET -11/2" LG. 0 8" C.C. STITCH WELD BOTH SIDES 5TAGGERED-TYP. [5] KNEE BRACE - ATTACH W/ (2) [23] FA51-ENERS E.S. [6] 8" LG. CONNECTOR SLEEVE - FIELD DOLT W/ [231 FASTENERS - SEE TADLE 32 FOR NO. OF FASTENERS REQD. [1] COLUMN POST D, REGULAR FRAME 29L9 V2' ❑ TYP. REGULAR FRAME 5EC1ION SCALE: NTS r ROOF MEMDER [4] PEAK BRACE ROOF MEMBER TILL E 1/8" FILLET -11/2" LG. 0 &' Cr- STITCH WELD BOTH SIDES STAGGERED -TYP. PEAK DRACE CONNECTION DETAIL5('_,1 SCALE NrS � [1] COLUMN POST [6]6"LG.CONNECTOR SLEEVE -FIELD DOLT W/ [23] FASTENERS - SEE TABLE 32 FOR NO. OF FASTENERS REQD. [2] ROOF DEANI [fl] STRAIGFif BRACKET. SECURE TO PD SUPPORT Aw ROOF [3] DASE RAIL BEAMS 09 PEAK BRACE W! (4) 93 TEKS SDS. E.S. [I8] PB SUPPORT -FOR PEAK BRAZESLOtSER THAN 2-0' DASE DETAIL 3 %(451 PEAK DRACE SCALE: NTS NOTE: COLUMN POST MAY BE ADJUSTED t1" FOR LEVELING. P D SUPPORT DETAILMANUFACTURER 15 NOT RESPON5IDLE FOR LEVELING OF GROUND SCALE: HTS 4 AND/OR CONCRETE SURFACE PROVIDED DY OTHERS. MANI IFACn1RFD BY: 457 N. Broadway, Joshua, TX 76058 1-866-730-9865 ENGINEERED BY: A&A ENGIlVEEMG crm•STRUCTURAL 5911 Keoefiuoee PLx , Sulm D • Tbkdo, OH 4WM TcL 419.29R1983 • Ph. 4M2na55 DRAWING INFORMATION PROJECT: 30'-O" WIDE 5UILDTNGS LOCATION: STATE OF CALIFORNIA PROJECr NO.: 233-15-0969 sHEEr nn.E: FRAME SECTiONS & DETAILS SHEET NO.: 3111 DRAWN BY: LAK DATE: 9/9/15 CHECKED BY: OAA DATE: 9/9/15 LEGAL INFORMATION - ANY DUPLICATION OF THIS DRAWING IN W9i0LE OR PART LS STRICTLY FOR500EN. ANYONE DOM 50 WILL BE PRCSECULED UNDER THE FULL WENT OF THE UAW. - DRAWINGS VALD UP TO I YEAR FROM DATB OF LS41 F SEAL j.0FESS/0, CIVIL OMAR A. m ABU-YASEIN C73389 \F OF CALF/ DATE EXPIRES: 12/31/2016 DATE SIGNED: SEPT 11 2015 TAM F 4 FRAME SPACING SCHEDULE NOTES: L FRAME SPACINGS ARE IN UNITS 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 (PSF). WIND SPEED I5 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 ENCL05UKE NOTES: 1. TYPICAL ENCLOSED AND OPEN BUILDINGS ARE AS SHOWN ON THE RIGHT. 2. THE MAX BUILDING LENGTH FOR ENCLOSED DUILDINGS 15 76-0". THIS CAN DE INCREASED BY ADDING A DOUBLE FRAME AT THE CENTER TO DREAK THE LENGTH OF THE BUILDING. 3. FOR ENCLOSED, BUILDINGS, ONE END WALL CAN BE OPEN 1F THE OTHER END WALL 15 ENCLOSED. THE OPEN END WALL MUST HAVE EITHER GABLE FRAMING (SEE SHEET 8A) OR A DOUDLE END FRAME. 4. OPEN DUILDINGS CAN HAVE PARTIALLY ENCL05ED SIDE WALLS. FOR SIDE WALLS UP TO V ENCLOSED THERE 15 NO CHANGE 1N THE DESIGN. FOR GREATER THAN 3' SIDE WALL ENCLOSURES. THE SPACING FROM ABOVE TABLES NEEDS TO BE REDUCED DY 6". 5. OPEN DUILDING WITH PARTIALLY ENCLOSED END WALLS NEED TO HAVE SIDE WALL BRACING TO SUPPORT THE PARTIALLY ENCLOSED SIDE WALL. SEE SHEET 9 FOR TYPICAL BRACING DETAILS. BUTTE COUNTY BUILDING DIVISION APPROVED TYP. ENCLOSED BUILDING TYP. OPEN BUILDING SCALE: NTS i 5CALE: NTS M A NljcerTljRrn RV: 457 N. Broadway, Joshua, TX 76058 1-866-730-9865 ENGINEERED BY: A&A ENGINEERING CrVIL - STRTTCTUML 5911 1letlals-PU,e, Suite A • T"Icd", OR 43673 Td 4191WID88 • F= 419.2924955 hNm'aatn6iueascom DRAWING INFORMATION ,Ro, Ecr; 30 -CI' WIDE BUILDINGS LOCATION: STATE OF CALIFORNA PROJECT No.: 233-15-0969 SHED M-2 SPACING 5GHEPULE5 & ENCLOSURE NOTES MEMO.: 4 / 11 DRAWN BY: LAK DATE: 9/9/15 cHE KED BY: OAA DATE: 9/9/15 LEGAL INFORMATION - ANY DUPLICATION Of THIS DRAWING IN WHOLE 09 PARI 15 5TRICTLY FORBIDDEN. ANYONE DOING 50 VALL BE PROSECUTED UNDIX THE FULL DMWrOFTHE LAW. - DRAWINGS VAUD UP TO I YEAR FROM DATE OF 155UE. Q�OFESS/0, CIVIL co OMAR A. M � fBU-YASEIN A C73389 OF cilov�Q'- DATE PJ( ims; 12/31/2016 DATESIGN®: SEPT 11 2015 GRAND 5NOW /WIND ROOF LIVE LOAD (PSF) 0105 ❑ 115 • r r SPEED M 0130 ❑140 ❑155 11165 11180 ❑105 ❑ 115 e r WIND SPEED (MPH) 0130 0140 0155 0165 0180 o 030120 040/25 050/35 060/40 070/50 5 5 5 4.5 4 3.514 3/3.5 4.5 4/4.5 3.514 1 3.5 3/35 1 3 2.5 4/5 4/5 4/5 4/4.5 4 3.5/4 3/3.5 4 4 3.514 3.5 3/35 3 2.5 4 4 4 4 4 3514 3/35 3.5 315 3.5 3.5 3 3 2.5 3.5 3.5 3 3 3 3 3 3 3 2.5 25 25 25 2 3 3 3 3 2.5 2.5 2.5 2.5 2.5 2.5 2.5 25 2.5 2 080/60 090/70 25 2.5 25 2.5 2 2 1 2 2 1 2 2 2 2 2 --- 2 1 2 2 2 --- --- --- 1.5 1.5 --- I --- --- --- --- -- ` m 050/20 ❑30/20 040/25 050/W 060140 070/50 ❑ 80 / 60 090/70 5 5 5 45/5 414.5 35/4 3/4 45 4/45 35/4.5 3.5/4 3/35 3/35 25/3 4/5 4/5 4/5 4145 4 35/4 3/4 4 4 35/4 1 3.5/4 3135 3/35 25/3 4/4.5 4/4.5 414,5 4 4 3.5/4 3/4 3.5 35 35 3.5 3135 3 2513 3.5/4 3.5 3.5 3.5 3.5 3.5 3/3.5 3 3 3 3 3 3 2.5/3 3 3 3 3 3 2.5 2.5 25 25 25 25 25 2.5 2 2.5 25 2.5 2.5 25 2.5 25 2 2 2 2 2 2 - -- 2 2 2 2 2 2 2 1.5 15 15 1.5 15 1.5 1.5 ❑ -30/ 20 5 5 5 45/5 4/45 3.514 3/4 4.5 4/4.5 3.5/45 1 3.5/45 314 3/4 25/3 [140/25 4/5 4/5 4/5 4/5 4/45 3.5/4 3/4 4 4 35/4 35/4 3/4 3/4 2.513 050/35 060140 070/50 050/60 090/70 4/45 4/45 4/45 4 4 3.5/4 3/4 3.5 3.5 3.5 3.5 3/35 3/35 2513 35/4 35/4 3.514 35/4 35 3.5 3/35 3 3 3 3 3 3 25/3 35 35 3 3 3 3 25 3 3 2.5 25 2.5 2.5 2 3 3 3 3 3 25 25 2.5 2.5 25 2.5 2.5 2 2 2.5/3 25/3 2.5 25 2.5 2.5 2.5 2 1 2 2 2 --- --- --- NOTES: L FRAME SPACINGS ARE IN UNITS 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 (PSF). WIND SPEED I5 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 ENCL05UKE NOTES: 1. TYPICAL ENCLOSED AND OPEN BUILDINGS ARE AS SHOWN ON THE RIGHT. 2. THE MAX BUILDING LENGTH FOR ENCLOSED DUILDINGS 15 76-0". THIS CAN DE INCREASED BY ADDING A DOUBLE FRAME AT THE CENTER TO DREAK THE LENGTH OF THE BUILDING. 3. FOR ENCLOSED, BUILDINGS, ONE END WALL CAN BE OPEN 1F THE OTHER END WALL 15 ENCLOSED. THE OPEN END WALL MUST HAVE EITHER GABLE FRAMING (SEE SHEET 8A) OR A DOUDLE END FRAME. 4. OPEN DUILDINGS CAN HAVE PARTIALLY ENCL05ED SIDE WALLS. FOR SIDE WALLS UP TO V ENCLOSED THERE 15 NO CHANGE 1N THE DESIGN. FOR GREATER THAN 3' SIDE WALL ENCLOSURES. THE SPACING FROM ABOVE TABLES NEEDS TO BE REDUCED DY 6". 5. OPEN DUILDING WITH PARTIALLY ENCLOSED END WALLS NEED TO HAVE SIDE WALL BRACING TO SUPPORT THE PARTIALLY ENCLOSED SIDE WALL. SEE SHEET 9 FOR TYPICAL BRACING DETAILS. BUTTE COUNTY BUILDING DIVISION APPROVED TYP. ENCLOSED BUILDING TYP. OPEN BUILDING SCALE: NTS i 5CALE: NTS M A NljcerTljRrn RV: 457 N. Broadway, Joshua, TX 76058 1-866-730-9865 ENGINEERED BY: A&A ENGINEERING CrVIL - STRTTCTUML 5911 1letlals-PU,e, Suite A • T"Icd", OR 43673 Td 4191WID88 • F= 419.2924955 hNm'aatn6iueascom DRAWING INFORMATION ,Ro, Ecr; 30 -CI' WIDE BUILDINGS LOCATION: STATE OF CALIFORNA PROJECT No.: 233-15-0969 SHED M-2 SPACING 5GHEPULE5 & ENCLOSURE NOTES MEMO.: 4 / 11 DRAWN BY: LAK DATE: 9/9/15 cHE KED BY: OAA DATE: 9/9/15 LEGAL INFORMATION - ANY DUPLICATION Of THIS DRAWING IN WHOLE 09 PARI 15 5TRICTLY FORBIDDEN. ANYONE DOING 50 VALL BE PROSECUTED UNDIX THE FULL DMWrOFTHE LAW. - DRAWINGS VAUD UP TO I YEAR FROM DATE OF 155UE. Q�OFESS/0, CIVIL co OMAR A. M � fBU-YASEIN A C73389 OF cilov�Q'- DATE PJ( ims; 12/31/2016 DATESIGN®: SEPT 11 2015 NOTES: 1, PUFUN SPACING UNITS ARE IN INCHES. 2. FRAME 5PACING NEEDS TO BE DETERMINED FROM TABLE 4 TABLE 5.2: GIRT SPACING SCHEDULE NOTES: 1. GIRT 5PACING UNITS ARE IN INCHES. 2. THIS SCHEDULE 15 TO BE USED FOR BOTH 140A AND 18 GA PURLINS. 3. FRAME 5PACING NEEDS TO BE DETERMINED FROM TABLE 4. BUTTE COUNTY BUILDING DIVISION APPROVED MANUFACTURED BY: 457 N. Broadway, Joshua, TX 76058 1-866-730-9865 ENGINEERED BY: A&A ENGINEERING CIVII. • STAUCISIRAL 5911 newi.ovr. Place, Suk B • Toledo, OH 4M TeL 419-2921988 Fm ,19.2D24M nxws� � Tm DRAWING INFORMATION PROJE,T: 30'-0" WIDE BLALDINGS LOCATION: STATE OF CALIFORNA PROJECT NO.: 233-15-0969 SHEET TITLE: PUKLIN & GIRT SPACING SCHEDULES SHEET NO.: 5 / 11 DRAWN BY: LAK DATE: 9/9/15 CHECKED BY: OAA DATE: 9/9/15 INFORMATION - ANY DUPUCAnON OF THIS DRAWING IN WraE OR PART I5 5TRICTLY FORBIDDEN. ANYONE DOING 50 NAIL BE PROSECUTED UNDER THE RILL E)nlW OF nAE LAW. - DRAYANG5 VALID UP TO I YEAR FROM DATE OF ISSUE SEAL: �LOFESSIO N CIVIL 0 OMAR A. ABU-YASEIN \C73389 �F OF CA—"Lf DATE EXPIRES: 12131/2016 DATE sIGNED: SEPT 11 2015 TABLE 5.1: GROUND SNOW / ROOF LIVE LOAD (P5F) PUKLIN 5PAGING 5GHElVULt WIND SPEED MPH) 1 115 130 1 0 lbs 165 180 ❑ 30/20 ❑ 40/25 0 45130 0 55/35 ❑ 60/40 ❑ 70/45 0 80/50 54 48 42 36 30 24 24 48 481 42136 30 24 124 48 46142 136 30 241 24 36 36136136 30 24 124 36 36 1 36 136 30 24 124 30 30 130 1,30 30 241241 24 24 241 24 24 24 1 24 ❑ 30120 ❑ 40/25 ❑ 45/30 ' 055/35 060/40 ❑ 70145 0 80/50 13 30/20 1340/25 ❑ 45 / 30 055/35 ❑ 60 / 40 1170/45 ❑ 80/50 6 30/20 13 40125 045/30 ' ❑ 55 / 35 ❑ 60/40 1370/45 ❑ 80/50 54 48 421 42 36 30 30 48 48 421 42 36 30 30 48 48 42142 36 30130 42 42 421 42 36 30 30 42 42 42142 36 30 30 36 36 36136 36 30 30 36 36 36156 36 30 30 54 48 42142 36 36 30 48 481 42 142 36 36 1 30 48 481 42 1 42 36 36 30 42 42 1 4-2142 36 36 30 42 42 42142 36 36 30 36 36 36136 56 36 30 36 36 56136 36 36 30 54 48 42142 36 36 I 30 46 48 42 42 36 36 30 48 48 42 42 36 36 30 42 42 42 42 36 36 30 42 42 42 42 36 36 30 36 36136156 36 36 30 36 561361,36 36 36 30 OW/20 040/25 045/W 055/35 0 60/40 070/45 0 80/50 54 481 42 1 42 36 36 30 48 48 1421 42 %1361601 48 45142 142 36 156 1 30 42 42 42 42 36 36 30 41 42 42 142 36 36 30 36 36 36 36 36 36 30 36 36 —3-6-F-366 36 36 30 NOTES: 1, PUFUN SPACING UNITS ARE IN INCHES. 2. FRAME 5PACING NEEDS TO BE DETERMINED FROM TABLE 4 TABLE 5.2: GIRT SPACING SCHEDULE NOTES: 1. GIRT 5PACING UNITS ARE IN INCHES. 2. THIS SCHEDULE 15 TO BE USED FOR BOTH 140A AND 18 GA PURLINS. 3. FRAME 5PACING NEEDS TO BE DETERMINED FROM TABLE 4. BUTTE COUNTY BUILDING DIVISION APPROVED MANUFACTURED BY: 457 N. Broadway, Joshua, TX 76058 1-866-730-9865 ENGINEERED BY: A&A ENGINEERING CIVII. • STAUCISIRAL 5911 newi.ovr. Place, Suk B • Toledo, OH 4M TeL 419-2921988 Fm ,19.2D24M nxws� � Tm DRAWING INFORMATION PROJE,T: 30'-0" WIDE BLALDINGS LOCATION: STATE OF CALIFORNA PROJECT NO.: 233-15-0969 SHEET TITLE: PUKLIN & GIRT SPACING SCHEDULES SHEET NO.: 5 / 11 DRAWN BY: LAK DATE: 9/9/15 CHECKED BY: OAA DATE: 9/9/15 INFORMATION - ANY DUPUCAnON OF THIS DRAWING IN WraE OR PART I5 5TRICTLY FORBIDDEN. ANYONE DOING 50 NAIL BE PROSECUTED UNDER THE RILL E)nlW OF nAE LAW. - DRAYANG5 VALID UP TO I YEAR FROM DATE OF ISSUE SEAL: �LOFESSIO N CIVIL 0 OMAR A. ABU-YASEIN \C73389 �F OF CA—"Lf DATE EXPIRES: 12131/2016 DATE sIGNED: SEPT 11 2015 IgTYP. HORIZONTAL SHEATHING SCALE:. NLS SEE TABLE 22 FOR FASTENER SCHEDULE ❑ TYP. VERTICAL SHEATHING 5CALE:NTS GENERAL SHEATHING NOTES: 1. REGULAR STYLE DUILDING5 CAN ONLY HAVE HORIZONTAL SHEATHING ON ROOF, AND WALLS. 2. �A-FRAME STYLE 6UIOINGS 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 SHEATHING MAY ALLOW FOR GREATER FRAME SPACING. SEE NOTE 2 UNDER TABLE 4. SEE TADLE 22 FOR J BUTTE COU SIOF�TENE(� SCHEDULE 13UILDING DIV N O)5HEATHING [il] END WALL POSTATTACH PURLINS TO AP PROVED. R O V� E ® ROOf3EAM5 QRS / Y�/ (25] (5]PURLINS TYP. HORIZONTAL SHEATHING DETAIL ," (ROOF VERTICAL SHEATHING DETAIL SCALE: NLS SCALE: NrS � [16] ANGLE CLIP. SECURE T DOOR P05T AND DA5E RA W/ (4) [23] FASTENERS E.: [10] SHEATHING SEE TABLE 22 FOR FASTENER SCHEDULE (9A] END -WALL GIFTS ❑ WALL YERTICAL SHEATHING - TUBE DETAIL,/ 1 SCALE: NTS vi ATTACH GIFTS TO POSTS W/ (2) [23] FASTENERS (10] 5HEATH NG SEE TADLE 2.2 FOR FASTENER SCHEDULE [9] GIFTS ❑ WALL VERTICAL SHEATHING - HAT CHANNEL DETAILr---� SCALE NTS MANUFACTURED BY: 457 N. Broadway, Joshua, TX 76058 1-866-730-9865 ENGINEERED BY: i, A&A ENGINEERING C[VIL - STH=MAL 5911 Remiwun Place, Seim B • Tekdo, OH 48623 Tel. 419.2921988 • h.. 419.292.OZS mnc.aacngioeenmm DRAWING INFORMATION PROJECT: 39-0" WIDE DUfLDINGS LocATION: STATE OF CALIFORMA PROJECT NO.: 233-15-0969 SHEET TITLE: SHEATHING OPTIONS & DETAILS SHEETNO- 6 / 11 DRAWN BY: LAK DATE. 9/9/15 CHECKED BY: OAA DATE: 9/9/15 LEGAL INFORMATION - ANY DUPUCATION OF TH15 DRAWING IN WHOLE OR PART 15 STRICTLY FORBIDDEN. ANYONE DOING 50 WALL BE PROSECUTED UNDER THE FULLD(RWOFTHE LAW. - ORAWNG5 VALID UP TO I YEAR FROM DATE OF ISSUE SEAL: �'yOFESS/0YVI CIVIL <c�� OMAR A. ABU-YASEIN C73389 4r Ow CAvf�F DATE EXPIRES: 12/31/2016 DATESIGNED: SEPT 11 2015 MAX. 2 CUT FRAMES CLEAR BAY EACH SIDE OF OVERHEAD DOOR OPENING & AT BUILDING CORNERS ❑ 51PE WALL OVER HEAD POOR OPENINGS SCALE: NTS MAX. 2 CUT FRAMES BUTTE COUNTY BUILDING DIVISION APPROVED r SERVICE POOR(S) TO BE LOCATED. PER CUSTOMER' REQUIREMENTS 2 OPENING SIZED 7 TO FIT WINDOW Q SIDE WALL 5EKVICE POOR / WINDOW OPENINGS SCALE: NTS-- - / CLEAR BAY EACH SIDE OF OVERHEAD DOOR OPENING & AT BUILDING CORNERS ❑ SIPE WALL OVER HEAD POOR OPENINGS WITH TRUSS 5TYLE HEADER SCALE: NTS C ' SIDE WALL FRAMING NOTES; 1. TRU55-STYLE HEADERS ARE REQUIRED FOR WHERE THE GROUND SNOW LOAD 15 GREATER THAN 40 PSF. 2. DESIGNS AND DETAILS SHOWN HERE ARE APPLICABLE TO BOTH REGULAR AND A -FRAME STYLE DUILDINGS. 3. MAX. HEIGHT OF SIDE WALL DOOR OPENINGS DEPENDS ON P05T LENGTH NEEDED TO ACCOMMODATE KNEE DRACE5. 4. OVERHEAD DOOR OPENINGS CANNOT CUT THROUGH MORE THAN 2 FULL FRAMES. 5. MIR 1 CLEAR DAY MUST BE MAINTAINED BETWEEN ANY 2 OVERHEAD DOOR OPENINGS. A CLEAR DAY 15 A SPACE BETWEEN TWO FRAMES THAT HAS NO OVERHEAD DOOR OPENINGS. 6. MIN, I CLEAR BAY MUST AL50 DE MAINTAINED FROM THE BUILDING CORNERS. 7. SERVICE DOORS AND WINDOWS CAN DE PLACED IN CLEAR BAYS OR ANY WHERE ELSE AS NEEDED. ununcnrr,orn ow 457 N: Broadway, Joshua, TX 76058 1-866-730-9865 ENGINEERED BY: A&A ENGINEERING CrM•STRUCrURAL 5911 Remi& ^^ Pl. e, SL ift B v Tolcdo, OH 43M T,L 419.4931983 • Far. 419-Y924M M1KY.,}t11gI1NGRlON DRAWING INFORMATION PROJECT: 30'-0" WIPE BUII.PING5 LOCATION: STATE OF CALIFORNIA PROJECT No.: 233-15-0969 SHEET TITLE: SIPE WALL FRAMING & OPENINGS SHEETNO.: 7-A / 11 DRAWN eY: LAK DATE: 9/9/15 CHECKED BY: OAA DATE: 9/9/15 LEGAL INFORMATION - ANY DUFUCATION OF THIS DRAINING IN WHOLE OR PART 15 STRICTLY FORBIDDEN. AN10NE DOW. 50 NAIL BE PR05ECUTED UNDER THE FULL DalWT OF 111E LAW. - DRAWINGS VAUD UP TO I YEAR FROM DATE OF 156UE. SEAL' QROFEftoi CIVIL OMAR A.LU I m ABU-YASEIN C73389 9TF OF CA�O� DATE EXPIRES: 12/31/2016 DATESIGNED: SEPT 11 2015 [12] DOOR POST [6] 6" LG. CONNECTOR SLEEVE. FIELD BOLT - SEE TABLE 32 FOR NO. OF FASTENERS READ. ['5] BASE RAIL DOOR POST BOT. CONN. DETAILr.-"\ SCALE WS 051 ANGLE CLIP. SECURE TO COLUMN POST AND SERVICE DOOR / WINDOW FRAMING W/ (4) [23] FASTENERS ES. [15] SERVICE DOOR / WINDOW FRAMING [1J COLUMN POST TYP. SERVICE DOOR / WINDOW/'�1 FRAMING CONN. DETAIL T SCALE: NTS D] COLUM ABOVEI [23]TRUSS 5PACER - MAX 20" O.C. [15] WINDOW FRAMING [16] ANGLE CUP. 5ECURE TO COLUMN P05T AND _ HEADER W/ (4) [23] FASTENERS E5. TYP. WINDOW FRAMING(—,1 CONN. DETAIL SCALE NTS [15] ANGLE CLIP. SECURE TO COLUMN P05T AND HEADER COLUMN P05T AND HEADER W/ (4) #3 TEKS SDS E5. W/ (4) [23] FASTENERS E.S. [13] SINGLE HEADER [14] DOUBLE HEADER - UPPER CHORD 1/8" FILLET -1-1/2" LG. 09) W a e [23] TRUSS C.0 STITCH WELD BOTH (1] COLUMN P05T 51DES STAGGERED - TYP. [12] DOOR P05T [6] 6" LG. CONNECTOR SLEEVE. FIELD BOLT - SEE TABLE 3.2 FOR NO. OF FASTENERS READ. COLUMN POST ABOVE DBL. 5 DOOR HEADER CONN. DETAIL SCALE:Nf5 [6] 6' LG. CONNECTOR SLEEVE. FIELD BOLT - SEE TABLE 32 FOR NO. OF FASTENERS REQD. [13] SINGLE HEADER - UPPER CHORD [13] SINGLE HEADER - LOWER CHORD COLUMN POST ABOVE TRUSS DOOR HEADER CONN. DETAIL SCALE:NfS [6]6"LG.CONNECTOR SLEEVE FIELD BOLT- SEE TABLE 32 FOR NO. OF FASTENERS READ. [1] COLUMN POST ABOVE HEADER 04] DOUBLE HEADER 1/8" FILLET -1-1/2" LG. @ 12" C.0 STITCH WELD BOTH SIDES STAGGERED - TYP. COLUMN POST A60VE DBL. DOOR HEADER CONN. DETAIL 3 SCALE: NfS [15] ANGLE CUP. SECURE TO COLUMN P05T AND HEADER W/ (4) #3 TEKS SDS E5. [13] SINGLE HEADER - UPPER CHORD [23] TRUSS SPACER - MAX 20" O.C. N [13] SINGLE HEADER Aj - LOWER CHORD [1] COLUMN POST [12] DOOR POST [6] 6" LG. CONNECTOR 5LEEYE. FIELD BOLT - SEE TABLE 3.2 FOR NO. OF FASTENERS READ. COLUMN POST ABOVE TRUSS�1 DOOR HEADER CONN. DETAIL " SCALE: WS BUTTE COUNTY BUILDING DIVISION APPROVED MANUFACTURED BY: 457 N. Broadway, Joshua, TX 76058 1-866-730-9865 ENGINEERED BY: A&A ENGINEERING CML - STRUCTURAL 5911 Renaimnm PLT¢, SSB a Tokdn, OH43698 T,L 41 DIMI.988 . Fes. 419.9924M m v.zA�nginecr—m DRAWING INFORMATION PROJECT: 30"0" WIDE BUILDINGS LOCATION: STATE OF CALIFORMA PROJECT ND.: 233-15-0969 S EET TITLE: SIDE WALL FRAMING DETAILS SHEET NO.: 7-13 / 11 DRAWN eY: LAK DATE: 9/9/15 CHECKED 9Y: CAA ' DATE: 9/9/15 LEGAL INFORMATION - ANY DUPLICATION OF 111L9 DRAWING IN N1101E OR PART 15 STRICTLY FORBIDDEN. ANYONE DOING 50 WILL BC PROSECUTED UNOERTHE FULL BffD(rOF THE LAW. - DRAWWGS VALID UP TO I YEAR FROM DATE OF ISSUE. SEAL' Q�OFESS/Ok9 CIVIL qty` O MAR A. Z SBU YASEIN � 073389 ,,p \F OF CAVfOo DATE EXPIRES; 12/31/2016 DATESIGNED: SEPT 11 2015 SEE TABLE &A i FOR MAX EW WALL PM SPACW, A� � Ip MPL I" y CORNER OFF I / JQ 4� z 0, ®0® WZa.� CO3 W MR Ir BETWEEN OPENMS MIK W [20] GABLE BRACE " CORNER �y OFFSET as SEE TABLE 8-A.1 FOR MAX � END WALL POST VW ,1 d 8`B p9I 9� @mI � ` ❑ END WALL GABLES SCALE:NT5 ❑ END WALL OVER HEAD DOOR OPENINGS SCALE:: NF5 SEE TABLE 8`A.1 FOR MAX. END WALL P05T SPADING 14 T 3 l3B OPENNG 51ZED TO FIT WINDOW SERVICE DOOR(5) TO BE LOCATED PER CUSTOMER REQUIREMENTS [20] GABLE BRACE SEE TABLE FOR M END WALL POST ACING 4 7 MANUFACTURED BY: 457 N. Broadway, Joshua, TX 76058 1-866-730-9865 ENGINEERED BY: 0 ASA ENGIIVEEitING CIVQ. • STAUCIVRAL 5911 Remim7' Pian, Suite B • Taledo, OH 43M TeL419-992.19EL9 Fac49.294499S srnw 'e.g nemwin DRAWING INFORMATION 12 PROJECT: W -C' WIDE N[LDINGS 4 II LOCATIow STATE OF CALIFORNIA s i e -B 10 PROJECT Na: 233"15-0969 8$ SHEET TITLE: 11 s END WALL FRAMING a -B 8-B TABLE 8-A.1: END WALL POST SPACING 5CHEDULE SHEET NO.: &-A / 11 DRAWN BY: LAK DATE: 9/9/15 CHECKED BY: OAA DATE.9/9/15 LEGAL INFORMATION -ANY DUPLICATION OF THIS DRAWING W WHOLE OR PART 15 STRICTLY FORBIDDEN. ANYONE DOING SO W IL BE PROSECUTED UNDER THE FULL WENT OF THE LAW. - DRAWINGS VAJJD UP TO I YEAR FROM DATE OF ISS. SEAL, PROFESS/O�i/_ CIVILx�` OMAR A. T OU-YASEIN C73389 S \F OF CAL�O� DATE EXPIRES: 12131/2016 DATESIGNED: SEPT 112015 (SEND WALL SERVICE DOOR AND WINDOW OPENINGS' SCALENES END WALL FRAMING NOTES: ❑ 105 5' 5' .9 t DESIGNS AND DETAILS SHOWN HERE ARE APPLICABLE TO BOTH REGULAR AND A -FRAME STYLE BUILDINGS. ❑ 115 5' 6 4.5' 2. MIN. 12" CLEARANCE MUST BE MAINTAINED BETWEEN ANY TWO OPENINGS (OVERHEAD DOOR OR SERVICE DOOR) 0 130 4.5' 4.5' 4' AND FROM CORNERS. ❑ 140 4.5' 4.5' 3' 3. 4. SERVICE DOORS AND WINDOWS CAN BE PLACED AS NEEDED. DIAGONAL BRACES NEED TO BE ADDED FOR PARTIAL END WALL ENCLOSURES. SEE SHEET 9 FOR DIAGONAL BRACE CONNECTION DETAILS. ❑ 155 4' 4' 25' ❑ 165-180 3.5 V 2' SHEET NO.: &-A / 11 DRAWN BY: LAK DATE: 9/9/15 CHECKED BY: OAA DATE.9/9/15 LEGAL INFORMATION -ANY DUPLICATION OF THIS DRAWING W WHOLE OR PART 15 STRICTLY FORBIDDEN. ANYONE DOING SO W IL BE PROSECUTED UNDER THE FULL WENT OF THE LAW. - DRAWINGS VAJJD UP TO I YEAR FROM DATE OF ISS. SEAL, PROFESS/O�i/_ CIVILx�` OMAR A. T OU-YASEIN C73389 S \F OF CAL�O� DATE EXPIRES: 12131/2016 DATESIGNED: SEPT 112015 [12] DOOR P05T (3] SIDE WALL BASE RAIL 061 ANGLE BRACKET. SECURE 07) STRAIGHT BRACKET. D] COLUMN POST 06] ANGLE BRACKET. SECURE TO DOOR POST (6] 0 LG, SECURE TO DOOR P05T AND BA5E RAIL W/ (4) CONNECTOR SLEEVE AND BASE RAIL W/ (4) [11J END WALL POST [233 FASTENERS OR [12] DOOR POST [23] FASTENERS SCALE NrS 4 [16] ANGLE BRACKET. SECURE [3] BASE RAIL TO DOOR P05T AND BASE RAIL POST EASE RAIL CONN. DETAILn W/ (4) [23] FASTENERS _DOOR ALE: NTS ' (3] END WALL BA5E RAIL (2] ROOF BEAM 061 ANGLE BRACKET. SECURE TO DOOR POST AND BASE RAIL W/ (4) [23] FASTENERS E.5. [17] STRAIGHT DRACKET. SECURE TO DOOR POST AND BASE RAIL [11J END WALL POST W/ (4) [23] FASTENERS SD5 OR [12] DOOR POST END WALL P05T - ROOF BEAM CONN. DETAIL SCALE NrS 4 01] END WALL POST [15] ANGLE CLIP, SECURE TO END WALL POST AND DOOR / 11 WINDOW FRAMING W/ (4) [23] FASTENERS ES. (15] SERVICE DOOR /4t WINDOW FRAMING -M. SERVICE DOOR / WINDOW(—,-) FRAMING CONN. DETAIL SCALE: NTS [11] END WALL P05T POST ADOYE HEADER [15] ANGLE C SECURE TO DOOR Pc AND BASE RAIL WI #3 TEKS 505 CORNER DETAIL 2 SCALE: NTS [11) END WALL P05T 053 ANGLE CLIP. SECURE TO DOOR POST AND BASE RAIL W/ (4) (23] FASTENERS E.S. [13] SINGLE HEADER HEADER - END WALL F05T CONN. DETAIL3 SCALE: NTS [14] DOUBLE HEADER r -1-1/z' LG. AITCH WELD BOTH SIDES STAGGERED -TYP. END WALL POST ABOVE DOU6LE�9 HEADER CONN. QE4M11900F BEAMS SCALE: NTS [22] GABLE BRACE [17] ANGLE CLIPS 2 EACH J \\ END -TOTAL 4. SECURE TO v� .TYP. GABLE BRACE CONN. DETAIL SCALE: NTS [11] END WALL POST (16] ANGLE BRACKET. SECURE TO DOOR POST AND BA5E RAIL W/ (4) [23] FASTENERS E-5. (3] BASE RAIL END WALL POST - DASEr_'� RAIL CONN. DETAIL SCALES NrS [11] END WALL POST ABOVE HEADER 051 ANGLE CLIP. SECURE TO DOOR POST AND BASE RAIL W/ (4) (23] FASTENERS E.S. [13] SINGLE HEADER END WALL POST ABOVE HEADER CONN. DETAIL�1 SCALE: NTS 05) ANGLE CLIP. SECURE TO HEADER AND COLUMN P05T W/ (4) (23] FASTENERS E.S. (13] SINGLE HEADER [11] COLUMN POST AT [11] END WALL POST GABLE HEADER - CORNER POST CONN. DETAIL (15] ANGLE CLIP. SECUR4F-5. SCALE: NrS DOOR POST AND BA5E 2] GABLE BRACE W/ (4) (24] FASTENERS [14] DOUBLE HEADER I&FILLET-1-1/z' LG. C.0 STITCH WELD DOTH SIDES STAGGERED -TYP. DOUBLE HEADER - END WALL 10 P05T CONN. DETAIL SCALE: NTS m [11] END WALL POST ABOVE GABLE HEADER [17] ANGLE CLIPS 2 EACH END - TOTAL 4, SECURE TO GABLE HEADER W/ (4) [24] FASTENERS E.S. b7U2101.17ro GABLE BRACE - END WALL CONN. SCALE NTS BUTTE COUNTY BUILDING DIVISION APPROVED MANUFACTURED BY: 457 N. Broadway, Joshua, TX 76058 1-866-730-9865 ENGINEERED BY: A&A ENGIl RING CLVIL - STRUCrURAL S911 Rcm imnm Plain, Suite B • TW do, OH 49673 Td 419.4921988 • Pae.419.792095S Nnwa hinnn.mtn DRAWING INFORMATION PROJECT: 30'-0" WIDE BUILDINGS LOCATION: STATE OF CALIFORNIA PROJECT NO.: 233"15-0969 SHEET TITLE: END WALL FRAMING DETAILS SHEET NO.: a -B / 11 DRAWN BY: LAK DATE: 9/9/15 CHECKED BY: OAA DATE: 9/9/15 LEGAL INFORMATION - ANY DUPLICATION OF THIS DRAWLNG IN "tM OF, PART L5 STRICTLY FORBIDDEN. ANYONE DOING 50 WLL Be PROSECUTED UNDEK THC FULL WlWr OF THE LAW. - DRAVANGS VAUD UP TO I YFAK PKOM DATE OF L56UE. SEAL; QpOFESS/O�CIfIL),0 0OMARmBU-YAS \ C73389 f� DATE EXPIRES: 12131/2016 DATESIGNED: SEPT 11 2015 CONCRETE SLAG FOUNDATTON NOTES: 1. DESIGNS SHOWN ON TH15 SHEET ARE FOR CO111CRETE SLAB FOUNDATION. ANY OF THE FOUNDATIONS SHOWN ON 5HEET511-A THRU D CAN BE USED. 2. EITHER OPTION 1 'EDGE OFFSET OR OPTION 2 'NOTCHED EDGE' DETAIL CAN BE USED. 3. FOR OPTION 1 THE MiR SLAB 51ZE SHALL BE EQUAL TO THE OUTSIDE DIMEN51ONS OF THE BUILDING PLUS 5" EACH DIRECTION, 3, FOR OPTION 2 THE MIN. SLAB SiZE SHALL BE EQUAL TO THE SiPE DIMENSIONS OF THE BUILDING DIMENSIONS. 4, CONCRETE ANCHORS SHALL BE LOCATED NEXT TO EVERY P05T AND ON EiTHER SiPE OF OPENINGS. TWO ANCHORS SHALL BE INSTALLED AT CORNER OF ENCLOSED BUILDINGS WiTH END WALLS - ONE ON EACH BASE FAiL. 5. CONCRETE ANCHORS CAN BE ANY ONE OF THE OPTIONS MENTIONED 1N TABLE i1-A.i. 6. DEPTH OF SLAB TURN DOWN FOOTING SHALL BE GREATER THAN FROST DEPTH SPECIFIED PER LOCAL CODE. 7. CONTROL JOINTS SHALL BE PLACED SO AS TO LIMiT MAX. 5LAB SPANS TO 20' IN EACH DIRECTION. 8. ASSUMED SOIL BEARING CAPACITY 15 TO BE A MIN. OF 1500 PSF. 9. CONCRETE STRENGTHTO BE A MiN OF 2500 P510 28 DAYS. TABLE 11-A.1: CONCRETE SLAG ANCHOR SCHEDULE I ml ❑ 105 TO MO 10:9 X 7' MAX 6" 13155 TO 180 5/8'.9 X T' ANCHOR - SEE TABLE 11-A1 2 11-A If e0o, III � r CONTROL JOINTS SPACED AT MAX 20'-0" O.C. CONCRETE SLAG FOUNDATION '" `" SCALE NT5 6' _n BUILDING POST NOTES: 1. EXPAN51ON ANCHORS, WEDGE ANCHORS OR ADHESIVE ANCHORS MAY BE 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. SECTION A -A MIN. 4' EDGE DIST. ,. 1. MIN. 4" EDGE DiST. (1] COLUMN POST -\ANCHOR - SEE TABLE 11 -At MiN 4" THK A (31 BASE RAIL A CONCRETE SLAB GRADE W6X6 / 6 WELDED WIRE OR FIBER MESH A n (3) #4 REBAR CONT. �j, 'i` 2 -- I MANIIFACTURF0 AY: BEYOND _ 2" WIDE X 1" DEEP I NOTCH ALONG • , N OVERHEAD DOOR AND SLOPE TO 2" u :: OVERHEAD DOOR NOTCH DETAIL [t] COLUMN P05 � > SCALE NT5 - (3] BASE RAiL Q /' 3 �� ll C'4mHOR - SEi= [1] COLUMN POST N V ! TABLE 11-A1 (3) BASE RAIL LU z CL -14 T�2 5 CL '4 Y - W < ••. •, • lL O co SECTION B•6 MIN. 4" EDGE Di5T. 1-V2" x 11/2" NOTCH ANCHOR BASE ANGLE ANCHOR - SEE TABLE 11-A1 [1J COLUMN POST GRADE Mlpl 4" THK CONCRETE SLAB r- 151 BASE RAiL \Nff, J m ALTall. NOTCHED EDGE DETAIL o KOPTiON 1: EDGE OFFSET DETAIL 1 SCALE: NTS GRADE W6X6 / 6 WELDED WIRE MESH e AS PER LOCAL (3) #4 REBAR CONE. � V * CODE, MIDI 12" CJ OPTION 2: EDGE FLUSH DETAIL O SCALE: NTS 457 N. Broadway, Joshua, TX 76058 1-866-730-9865 ENGINEERED BY: ASA ENGIIVEERING CrAL • STRUCTURAL S9I I Ren"i%mn Flue, Suhe D • Tokdo, OH 4363 TA 419.292.1483 • I= 419.2924955 mmmanangnccn m DRAWING INFORMATION PROJECT: 39-9 WIDE BUILDINGS LOCATION: STATE OF CAUFORMA PROJECT NO.: 233-15-0969 SHEET TITLE: FOUNDATION OPTiON 1: CONCRETE SLAB SHEETNO.; 11-A / 11 DRAWN DY: LAK DATE: 9/9/15 CHECKED BY: OAA DATE: 9/9/15 LEGAL INFORMATION - MY DUPUCATION OF THIS DRAWING IN WMOIE OR PART 15 57RIC LY FORBIDDEN. MVONE DOING 50 W11L BE FR05WUTED UNDER THE FULL EXTENT OF THE IAW. - DRAWINGS VALID UP TO I YEAR FROM DATE OF L%LIE. SEAL; �yOFESS/On,- CIVIL OMAR A. ABU-YASEIN I C73389 \F OF CAO�� EXPIRES: 1213112016 DATESIGNED: SEPT 11 2015