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Home My WebLink AboutB15-2697 042-160-062RAMP EDGE OF SLAB AT 8 ROLL UP DOOR OPENINGS SLAB ON GRADE GENERAL NOTES DRAINAGE BY OTHERS �3 4" PER PLAN 1. GENERAL—i—i—i—i—i—i—i—i - - - - - SLAB ON GRADE ALL WORK SHALL CONFORM TO THE 2013 CBC AND ALL APPLICABLE LOCAL CODES.j1=If1 6" AT SIM CONDITION o #4 VERT. 12" AT 24" O.C. THE ENGINEER HAS PROVIDED AND IS RESPONSIBLE FOR SPECIFIC STRUCTURAL ITEMS ONLY, ALL OTHER REQUIREMENTS OF THE BUILDING CODE INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAPAGCESSIBILITY, EGRESS (® 2 -POUR FOUNDATION) REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN IN THE STRUCTURAL (2) #4 CONT. DESIGN CALCULATIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. SHOULD ANY CHANGES BE MADE TOP AND BOTT FROM THE DESIGN AS SPECIFIED IN THESE DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN 1 -0 THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED FOOTING AT ROLL UP DOOR IC 5' OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBI-E FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, NO SCALE AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC. IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY [DISCREPANCIES MUST DRAINAGE BY OTHERS -I. BE THERS-I— BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE SLAB ON GRADE = CONTRACTOR OR OWNER. AT SIM CONDITION 0 SPECIAL INSPECTION: SPECIAL INSPECTION PER SECTION 1704 OF THE CBC SHALL BE PROVIDED FOR THE FOLLOWING TYPES OF CONSTRUCTION: N EDGE OF STEEL A.B. PER PLAN WHERE OCCURS SLAB ON GRADE PER PLAN WHERE OCCURS HIGH STRENGTH BOLTING OF METAL BUILDING ABOVE THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE ENGINEER OF RECORD CONTINUOUS FOOTING AND BUILDING DEPARTMENT, SHALL BE ICBO QUALIFIED, AND THEIR EXPERIENCE NO SCALE SHALL BE COMMENSURATE WITH THIS TYPE OF PROJECT. 2. SITE WORK / FOUNDATIONS � OF COLUMN ASSUMED MAXIMUM SOIL BEARING = 1500 PSF (NO SOILS REPORT PROVIDED) EDGE OF STEEL N FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. STEEL COLUMN, BY OTHERS 6" #4 VERT. 12"IAT 24" O.C. (® 2 -POUR FOUNDATION) (1) #4 CONT. TOP AND BOTT FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. E WITH O ANCHOR BOLT SCHEDULE FOOTING SCHEDULE A.B. SIZE EMBEDMENT A.B. PER PLAN (4) 3/4" DIA 15" B USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO [)RAIN TO DAYLIGHT. VARIES (DIM Y) X (THICKNESS) FOR COMPLIANCE ONLY WITH THE ATTACYIED STRUCTURAL 3. CONCRETE / REINFORCING CALCULATIONS F2 2'-0" X CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 3,000 PSI U.N.O. X i——�— (DESIGNED BASED ON 2500 PSI MIN.) 4 E.W., Al717 I I ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. F3A 7-1777 X IIS II 2'-0" N #4 E.W., TOP & BOTT. AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS I X 3'-0" X I DETERMINED BY ASTM C-227, 289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE o E.W., TOP III BOTT. I MATERIALS, I WEIGHT. X 4'-3" • III 3'-0" I CONCRETE EXPOSED TO FREEZING O THAW NGS SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE E.W., TOP & BOTT. ACI CODE AND CBC APPENDIX, CHAPTER 19. w zQ_J U D 00 Z II I aUj V) I_U II REINFORCEMENT COVER SHALL BE AS FOLLOWS:N dCL _j Uj < CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" w o I I I I CONCRETE WITH SOIL OR WEATHER EXPOSURE: Z x I I #5 BARS AND SMALLER 1 Y? v � 11 _ #6 BARS AND LARGER 2" F g O OIL R WEATHER EXPOSURE 3/4" F— I CONCRETUTS REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP REINFORCING 40 BAR DIAMETERS U.N.O. #5 AND LARGER REBAR SHALL NOT BE RE-BENT. EQUAL EQUAL ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION DIM PER SCHEDULE BEFORE AND DURING CONCRETE PLACEMENT. DETAIL AT SPREAD FOOTING ANCHOR BOLTS SHALL BE ASTM A 307 AND SHALL BE PROVIDED NEW, W/O EXCESSIVE RUST. NO SCALE 4 S1 HOOK REINFORCING AROUND BOLTS AT HAIRPIN TIE �- SLAB ON GRADE PER PLAN - ozw� mWEL mm 0 0LdI_W UM0- ZwoV) REINFORCING PER SCHEDULE 3" CLR FOOTING SCHEDULE 2 NO SCALE S 1 ANCHOR BOLT SCHEDULE FOOTING SCHEDULE A.B. SIZE EMBEDMENT A (4) 3/4" DIA 15" B MARK (DIM X) X (DIM Y) X (THICKNESS) FOR COMPLIANCE ONLY WITH THE ATTACYIED STRUCTURAL REINFORCING CALCULATIONS F2 2'-0" X 2'-0" X 2'-0" 3 4 E.W., TOP & BOTT. F3A 3'-0" X 3'-0" X 2'-0" (4) #4 E.W., TOP & BOTT. F3B 3'-0" X 3'-0" X 3'-0" 6 4 E.W., TOP & BOTT. F4.25 4'-3" X 4'-3" X 3'-0" 8 4 E.W., TOP & BOTT. FOOTING SCHEDULE 2 NO SCALE S 1 ANCHOR ROD SHALL CONFORM TO ASTM F1554 GR. 55 WITH PLATE WASHER 1/2" X 2 1/4" X 2 1/4" SECURED WITH DOUBLE NUTS, TYP. NOTE: SEE ANCHOR BOLT SETTING PLAN PROVIDED BY NUCOR METAL BUILDING CORP. FOR ANCHOR BOLT SPACING. VERIFY ALL NON-STRUCTURAL BOLTS FOR OPENINGS AND DOORS AS THEY MAY OR MAY NOT HAVE BEEN SHOWN ON THIS PLAN. ANCHOR BOLT SCHEDULE NO SCALE J W H V) L� O F_ O I O H O 0 I 0 A B me -TO-OUT OF STEEL 1'-0" F3A - -,/F4.25 T X -BRACE --------- I L T_J I L L7--- F2 / / J ,moo, (2) #4 HAIRPIN / \ IW i to I 30' m (x (1) #4 HAIRPIN y PROVIDE 3/4" DEEP TFOOL JOINT/SAW CUT FOR (uRACK \ CONTROL AT 10'-0" NAAX SPACING IN BOTH DIRIECTIONS. \ I F3B / F3B + I �— I I I I L -I- - I (1) #4 HAIRPIN./ I I I I I I I I I 1(1) #4 HAIRPIN / I F3B r 1- - I I I I i I I \F3B I I B: L � \ b �.� (1) #4 HAIRPIN I t1 I (2) #4 HAIRPIN Future 0ccu Xr_ I fequired to Pan changes will be required at meet the regulations the time of permit aPPlication fora new occupancy \ / change or tenant improvement 3 TYP. / S1 / F4.25 1-�F3A ----� F2 I I o I r i I� E------------ I X-BRACE-------� °, r------------------- L- E L___J I ---- J P. 4 4 S1 BUTTE COUNTY OCT 29 2015 DEVELOPMENT rSERVICES r�7 PERMIT7�% BU TT COUI�}W' DE 'EtOP1G1EIGT�SERV'ICES REVIEWED FOR C DE COMPLIANCE DATE__. _I -.1 � ) S _ BY�_ FOUNDATION PLAN NOTE: SEE ANCHOR BOLT SETTING PLAN PROVIDED BY NUCOR SCALE: 1/4" = V-0" METAL BUILDING CORP. FOR ANCHOR BOLT LAYOUT. VERIFY ALL NON-STRUCTURAL BOLTS FOR OPENINGS AND DOOROWN AS THEY MAY OR MAY NOT HAVE BEEN SHOWN ON}.I Q�OFESS/ONSl ANCHOR BOLT SCHEDULE A.B. TYPE A.B. SIZE EMBEDMENT A (4) 3/4" DIA 15" B (4) 3/4" DIA 15" C (4) 1" DIA 15" ANCHOR ROD SHALL CONFORM TO ASTM F1554 GR. 55 WITH PLATE WASHER 1/2" X 2 1/4" X 2 1/4" SECURED WITH DOUBLE NUTS, TYP. NOTE: SEE ANCHOR BOLT SETTING PLAN PROVIDED BY NUCOR METAL BUILDING CORP. FOR ANCHOR BOLT SPACING. VERIFY ALL NON-STRUCTURAL BOLTS FOR OPENINGS AND DOORS AS THEY MAY OR MAY NOT HAVE BEEN SHOWN ON THIS PLAN. ANCHOR BOLT SCHEDULE NO SCALE J W H V) L� O F_ O I O H O 0 I 0 A B me -TO-OUT OF STEEL 1'-0" F3A - -,/F4.25 T X -BRACE --------- I L T_J I L L7--- F2 / / J ,moo, (2) #4 HAIRPIN / \ IW i to I 30' m (x (1) #4 HAIRPIN y PROVIDE 3/4" DEEP TFOOL JOINT/SAW CUT FOR (uRACK \ CONTROL AT 10'-0" NAAX SPACING IN BOTH DIRIECTIONS. \ I F3B / F3B + I �— I I I I L -I- - I (1) #4 HAIRPIN./ I I I I I I I I I 1(1) #4 HAIRPIN / I F3B r 1- - I I I I i I I \F3B I I B: L � \ b �.� (1) #4 HAIRPIN I t1 I (2) #4 HAIRPIN Future 0ccu Xr_ I fequired to Pan changes will be required at meet the regulations the time of permit aPPlication fora new occupancy \ / change or tenant improvement 3 TYP. / S1 / F4.25 1-�F3A ----� F2 I I o I r i I� E------------ I X-BRACE-------� °, r------------------- L- E L___J I ---- J P. 4 4 S1 BUTTE COUNTY OCT 29 2015 DEVELOPMENT rSERVICES r�7 PERMIT7�% BU TT COUI�}W' DE 'EtOP1G1EIGT�SERV'ICES REVIEWED FOR C DE COMPLIANCE DATE__. _I -.1 � ) S _ BY�_ FOUNDATION PLAN NOTE: SEE ANCHOR BOLT SETTING PLAN PROVIDED BY NUCOR SCALE: 1/4" = V-0" METAL BUILDING CORP. FOR ANCHOR BOLT LAYOUT. VERIFY ALL NON-STRUCTURAL BOLTS FOR OPENINGS AND DOOROWN AS THEY MAY OR MAY NOT HAVE BEEN SHOWN ON}.I Q�OFESS/ONSl C Joe N 691 * E Jp CMI- 9TCOF CAL\ %0/27 (►5 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACYIED STRUCTURAL CALCULATIONS i 383 Rio Lind* Ave Suite 200 Chico, CA 95926 P 530 592 4407 SummitChico com 0 e -i U.J z d0000 U 1..{�0 0z zQ_J U D 00 Z .. a QQ J V) I_U W Z dCL Uj < 0 D d' l0 L1eJ LLJ e --I U.= LLJ 0 F— 0 D 0 LL REVISIONS: -DATE: 10/22/15 SCALE: 1/411=1 1-011 -DRAWN BY: ACJ JOB NUME ER: 15-319 SHEET: S1 T ,