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6ENERAL. NOTES 2 3 REVISIONS BY Q Q Q Q 1. 6ENERAL I2O'-O" A. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE 2025 EDITION OF THE CALIFORNIA BUILDING CODE AND STANDARDS AND ALL PUBLICATIONS NOTED HEREIN. 50'-0" 50'-O" 50'-O" 50'-0" B. DETAILS SHOWN ON THE 5TRUGTURAL DRAWINGS ARE TYPICAL AND SIMILAR. 00, SPECIFIC NOTES AND DETAILS SHOWN ON THE DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 11-4" 11-4" G. DIMENSIONS SHOWN SHALL TAKE PRECEDENCE OVER SCALE ON THE PLANS, SECTIONS AND DETAILS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE FTC. FT6. IMMEDIATE ATTENTION OF THE ENGINEER. D. ALL CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FLOOR OR ROOF FRAMING MEMBERS. LOADS FROM SUCH MATERIALS SHALL NOT EXCEED DESIGN LIVE LOADS. E. REVIEW THE SHOP DRAWINGS BY THE ENGINEER FOR GENERAL GOMPLIANGE WITH DRAWINGS AND SPECIFICATIONS. THE GONTRAGTOR SHALL REMAIN RESPONSIBLE FOR ALL ERRORS OF DETAILING,FABRICATION AND THE CORRECT FITTING OF STRUCTURAL MEMBERS, INGLUDING GOORDINATION WITH - OTHER TRADES. w M F. ALL DETAIL CHANGES DESIRED SHALL BE SUBMITTED TO THE ENGINEER IN = IL _ L y CQ 0 WRITING. SHOP DRAWINGS DO NOT CONSTITUTE GHANGE5 IN WRITING. ALONG r---- r---- r---- ----1 -- -1 ��i Hwy 0 CQ 1.WITH A LETTER,THE SHOP DRAWINGS SHALL SHOW ALL PROPOSED GHANGE5. I -------______ ___-_------ -------______ ___-_------ I 0 � w 0 6. DESIGN LOADS ARE AS PER CHAPTER I6 OF THE GBG AND MAY BE MODIFIED T I I -I- c -F - 1 c -I-- E-1 AS PER THESE NOTES. L __J L____J X-BRAG I N6 L____J X-BRAG I N6 2. FOUNDATIONS Z p� A. DESIGN -IF THE DESIGN OF THE FOUNDATION 15 BASED ON A SOILS REPORT, O CQ THAT FACT IS NOTED ON THE PLANS. IF NOT, ALL DESIGN IS BASED ON r, FFii v REQUIREMENTS OF CHAPTER 18 OF THE GBG. 1. COMPACTION REQUIREMENTS: F+♦ W A. SITE -MINIMUM SITE PREPARATION SHALL CONSIST OF 5GARIFYING AND E-1 U REGOMPACTING THE L005E SURFACE SOILS TO A MINIMUM COMPACTION CI cl a OF qO% AS PER ASTM 01557 TEST PROCEDURE. ALL FILL MATERIAL (`I (V T~T�� REQUIRED SHALL BE PLACED IN 6" LAYERS AND COMPACTED AS �� V Z 1--i NOTED. MINIMUM DEPTH = 12". �j A B. PAVING -ALL AREAS TO BE PAVED SHALL BE TREATED AS SITE ABOVE TO A MINIMUM DEPTH OF 12". G. FOUNDATIONS -THE BOTTOM OF ALL FOUNDATIONS WHERE POSSIBLE SHALL BE PLACED ON NATIVE SOIL IN AN UNDISTURBED STATE OR ON APPROVED ENGINEERED FILL. D. SELECT BAGKFILL -SELECT BAGKFILL FOR 5TRUGTURE5 SHALL BE _ TREATED AS SITE ABOVE. 0 B r 1 - - 1 S. CONCRETE $ L :: J (E) AG ::-I B $ PAYING A. GENERAL -ALL CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH AGI AND CHAPTER Ig OF THE GBG GODE5. B. GONGRETE -STRENGTH - UNLESS OTHERWISE NOTED ON THE PLANS, GONGRETE SHALL OBTAIN A MIN. 28 DAY STRENGTH OF 2,500 PSI FOR SPREAD FOOTINGS, AND 5,000 PSI FOR WALLS. 1. CEMENT -MIN. 5 SACKS PER YARD. 2. AGGREGATES -MAXIMUM SIZE Ih". 3. WATER/GEMENT RATIO -.40 MAXIMUM. 4. SLUMP -4" MAXIMUM. 1 1 5. ADMIXTURES -ONLY AS APPROVED BY THE ENGINEER. Vi (V 6. GURING -KEEP NET MIN. 3 DAYS, OR UNTIL MEMBRANE GURING COMPOUND Vi (V APPROVED BY THE ENGINEER. 7. VIBRATION -ALL CONCRETE SHALL BE VIBRATED INTO PLACE W A uj MECHANICAL VIBRATOR. 8. FORM REMOVAL -SIDE FORMS OF FOUNDATIONS AND SLABS -MIN. 2 DAYS. q. TESTING -IN ACCORDANCE WITH AGI-301-72, CHAPTER Ig. 10.CONTRACTOR SHALL VERIFY A MAXIMUM MOISTURE VAPOR EMISSION RATE - OF 3 LB/1,000 S.F. BEFORE FLOOR GOVERING GAN BE PLACED. i i r 1 r 1 r 1 r 1 Z lu G. REINFORGING MATERIALS: _ t I. DEFORMED BARS -ASTM A615;#4 AND SMALLER, GRADE 40;#5 AND I I � I I I I I I I ` (n LARGER, GRADE 60. v UJ 2. ELECTRIC, WELDED WIRE FABRIG (EWWF)-ASTM A 155. ?� L.-�_J - ---- - ---- - ---- - ---- 3. LAP SPLICE OF REINFORGMENT IN TENSION SHALL BE 40 BAR DIAMETERS I (r 1 MINIMUM. coocooLL zz TRUGTURAL STEEL 4 MISCELLANEOUS IRON - O O Z S. S A. CODES - ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE FOLLOWING CODES: XX XX 1. GBG - CALIFORNIA BUILDING CODE. 2. AISG - AMERIGAN INSTITUTE OF STEEL GON57RUGTION. 3. AWS - AMERIGAN WELDING SOCIETY STANDARD CODE 01.1. FT6. 4. ASTM - AMERIGAN SOCIETY OF TESTING MATERIALS. ll1 Z Z Z B. MATERIALS: 50'-0" 50'-0" 50'-0" 50'-0" O O 1. STRUCTURAL STEEL MEMBERS - ASTM A-56 8 Agg2 OR AS SHOWN ON THE PLANS. In 2. STRUCTURAL TUBING - ASTM A500 GRADE B. 120'-0" v 3. STRUGTURAL PIPING - ASTM A53 GRADE B. 4. COMMON BOLTS - ASTM A307 GRADE A (UNLESS NOTED ON THE PLANS AS HSMB). 5. WASHERS - ASTM F436. 6. NUTS - ASTM A563 7. ANCHOR RODS (BOLTS) - ASTM F1554 GRADE 36. I ^ O 8. HIGH STRENGTH BOLTS, NUTS AND WASHERS - A5TM A525 (INDICATED ` ON DRAWINGS AS HSMB) q. WELDING MATERIALS - E-70 ELECTRODES AS PER AW5-01.1-15. 10.PAINT PRIMER - FED. SPEC. TT-031, RED OXIDE. 11. GALVANIZING - ASTM A525 MIN. 207 HOT DIPPED. NORTH 12. OPEN WEB STEEL JOISTS - AS NOTED ON THE PLANS - PER STANDARD SPECIFICATIONS OF THE STEEL JOIST INSTITUTE. 15. METAL DEGKING - ASTM A446 GRADE D (FY=50 KSI) - GALV. TO ASTM A G COATING. FABRICATION AS PER STEEL DECK INSTITUTE r-OUN::)IA71 ON tu SPEC EC IFICACA TIONS. G. FABRICATION: I. WELDING - WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS ONLY. /g" = I'-0" 2. SHOP WELDING MUST BE COMPLETED IN A CERTIFIED FABRICATION SHOP. O X Q 3. SHOP FABRICATE TO THE GREATEST POSSIBLE EXTENT. 'yam <4. SHOP PRIME ALL STEEL EXCEPT GALVANIZED STEEL. DO NOT PRIME SURFACES TO BE WELDED OR WHIGH WILL BE PLACED INTO CONCRETE. LL D. SHOP DRAWINGS: Z z 1. SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUGTURAL STEEL MEMBERS. 2. COORDINATE SHOP DRAWINGS WITH ALL OTHER TRADES. l=OUNl;)A71 ON 5CHEl;)ULE O z 0 E. TESTING AND INSPECTION: t_ _ SPECIAL INSPECTIONS ARE ONLY REQUIRED IF NOTED ON THE COVER pp�� < v N SHEET 1. ST AND SHALLRAL ONFORMM TOEL - SUBMIT THE MIL OL REPORTS AS PER AISG SPECIFICATIONS. LOCATION SIZE REINF. ANCHOR BOLTS NOTES VETAIL v 2. HIGH STRENGTH BOLTS, BOLTS AND WASHERS -PROVIDE WRITTEN MILL (a TOP F1554 ASTM REF. 0 < CERTIFICATES. WIDTH LENGTH DEPTH 4 BOT) J y _l < 3. ALL FIELD WELDING SHALL BE BY A CERTIFIED WELDER AND INSPECTED <X z BY AN APPROVED WELDING INSPECTOR. 5/4" (P X 1'-4" A.B. N/A �'yam _ 4. HIGH STRENGTH BOLTS SHALL BE INSPECTED BY A QUALIFIED INSPECTOR G1 51-O" rj'-O" 3'-O" 6-#4 E.W. W/ 3" PROD. W lu UI APPROVED BY THE ENGINEER. Q&22 Q (4) REQ'D K _ 0 -1 17. PRE-ENGINEERED, PREFAB. METAL BLD6. SYSTEM 4-#4 Al - A5 5'-6" 6'-0" 4'-0" L Ay 5/4"' 0 x 1'-4" A.B. N/A e Z W w 1L IL A. CODES -ALL WORK SHALL CONFORM TO THE GORES AS NOTED ABOVE FOR 7-#4 S.W. w/ 5" PROD. 52 "STRUCTURAL STEEL AND M15GELLANEOUS IRON" AND IN ADDITION SHALL (4) REQ'D CONFORM TO ALL SECTIONS OF THE CURRENT EDITION OF THE METAL BUILDING SYSTEM MANUAL. 5-#4 L.A. 5/4" x I'-4" A.B. N/A D B. MANUFACTURERS ASSOCIATION, "METAL BUILDING SYSTEMS MANUAL' 02 - G5 4-O 8-O 4-O q-#4 S.W. w/ 3 PROJ• 52 1. LAVE LOADDITIONS: STAMP INO (4) REO D ROOF SHEETING - 20 P5F BASIC 5/4" (P X 1'-4" A.B. N/A ROOF PURLINS - 20 PSF BASIC B OFESS/ RIGID FRAMES - 20 PSF BASIC REDUCED FOR TRIBUTARY AREA AND BI, BS 3'-O" 3'-O" 3'-O" 4-#4 E.W. w/ 5" PROJ. �P W Otis` SLOPE. 4 REQ'D 2. NINO LOAD �D -PER APPLICABLE CODES. 3. O ROOF AND WALL SHEETING -ACTUAL V EIGHT OF MATERIAL. S +n ROOF PURLINS -ACTUAL WEIGHT OF THE MEMBERS. MANUFACTURER Z SHALL BE SUPPLIED THE LOCATION OF THE MAIN WATER SUPPLY t� 44590 m LINES FOR THE SPRINKLER SYSTEM (IF APPLICABLE) AND THE JCL EXP.3-31-28 �m MANUFACTURER SHALL PROVIDE THE SUPPORTING MEMBERS AS REGUID. RIGOFRAMES - ACTUAL WEIGHT OF THE FRAME. s�9T�c Civi COLLATERAL DEAD LOAD - OF CA�� SPRINKLER SYSTEM - G. THE OWNER SHALL MAKE ALL COLOR SELECTIONS FOR THE ROOF SHEETING, ELECTRONICALLY SIGNED WALL SHEETING, ROOF VENTS AND TRIM FOR THE BUILDING. 04/06/2026 9:47:52 AM D. ALL METAL BUILDING MANUFACTURER GONTRAGTORS SHALL AT THE TIME OF SUBMITTING THEIR BID, SUPPLY ENOUGH DATA OF THE BUILDING PROPOSED BY THE CONTRACTOR, SO THAT THE OWNER MAY VERIFY THAT ALL REQUIREMENTS OF HIS NEEDS WILL BE MET BY THE GONTRAGTOR'5 PROPOSAL. E. MATERIAL SPECIFICATIONS: I. ROOF SHEETING -PAINTED GALVANIZED AS PER ASTM A446 FY = 8Ok5i AND SHALL BE PRIMED TO RECEIVE BLOWN-ON INSULATION IF APPLICABLE. DRAHN 2. WALL SHEETING -PAINTED GALVANIZED AS PER ASTM A446 FY = bOk51 RM AND SHALL BE PRIMED TO RECEIVE BLOWN-ON INSULATION IF APPLICABLE. 3. TRIM -PAINTED GALVANIZED A5 PER ASTM A446 GRADE D. C.I-Wav 4. ALL OTHER FRAMES, 6IRT5, PURLINS, ETC. A5 PER A5TM A446 GRADE D. F. BUILDING CLOSURES: MS 1. USE PRE-FORMED APPROVED NEOPRENE SHEET GLO5URE5 AT THE FOLLOWING LOCATIONS: VATE A. ROOF SHEETS AT THE RIDGE. 5/6/26 B. ROOF SHEETS AT THE EAVE. G. WALL SHEETS AT THE EAVE. WALE D. WALL SHEETS AT THE TOP OF GMU WALL OR TOP OF FOUNDATION. AS NOTED G. MASTIC: 1. USE !4" THICK x I" WIDE PRE-FORMED APPROVED MA5TIG AT THE JOB NO. FOLLOWING LOCATIONS: 26051 A. ROOF SHEETS: I. SIDE LAPS, INGLUDING SKYLITES SHEET 2. END LAPS, INGLUDING SKYLITES 3. TOP AND BOTTOM OF PRE-FORMED NEOPRENE CLOSURE AT ROOF SHEET EAVE LINE. 2 OF 3 SHEETS