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&ENMRAL NOTES REVISIONS BY I. GENERAL A. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE 2014 EDITION OF THE CALIFORNIA BUILDING CODE AND STANDARDS AND ALL PUBLICATIONS NOTED (N) 2x OF 50LID BLKG. N. B. DETAILS 5HOV4N ON THE STRUCTURAL DRAWINGS ARE TYPICAL AND SIMILAR. a 48" W/ 2-16d TO SPECIFIC NOTES AND DETAILS SHOWN ON THE DRAWINGS TAKE PRECEDENCE (N) 2x OF SOLID BLKG. (N) 2-2x OF SOLID BLKG. TOP fE OVER GENERAL NOTES AND TYPICAL DETAILS. (E) ROOF FRMG. a 45" W/ 2-Ibd TO (E) ROOF FRMG. a EA 51DE OF 4x4 P05T (E) ROOF G. DIMENSIONS SHOWN SHALL TAKE PRECEDENCE OVER SCALE ON THE PLANS, FRMG. SECTIONS AND DETAILS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE TOP fE W/ 4-16d NAILS EA. SIDE 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 DRAWIN65 BY THE ENGINEER FOR GENERAL COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALL REMAIN SAW OUT (E) GONG. FLR. RESPONSIBLE FOR ALL ERRORS OF DETAILING,FABRICATION AND THE FOR (N) PLUMBING CORRECT FITTING OF STRUCTURAL MEMBERS, INGLUDING COORDINATION WITH OTHER TRADES. (N) 4x4 OF POST W t 00 F. ALL DETAIL CHANGES DESIRED SHALL BE SUBMITTED TO THE ENGINEER IN (E) GYP. BD. (E) GYP. BD. (E) GYP. BD. #5xl 6 DOWELS @ 24 � � WRITING. SHOP DRAWIN65 DO NOT CONSTITUTE CHANGES IN WRITING. ALONG TO REMAIN (N) 2-2x OF TOP fF- TO REMAIN TO REMAIN W/ 6" MIN. EMBED INTO o W WITH A LETTER,THE SHOP DRAWINGS SHALL SHOW ALL PROPOSED CHANGES. W/ 4'-0" MIN LAP $ (E) GONG. -FRICTION FIT G. DESIGN LOADS ARE AS PER CHAPTER 16 OF THE GBG AND MAY BE MODIFIED (N) 2-2X DF TOP fE I-I AS PER THESE NOTES. 10-166 @) SPLICE W/ 4'-0" MIN LAP 4 2. FOUNDATIONS 10-Ibd ® SPLICE - - (N) SIMPSON" A35 FRMG. _ '��' Z P4 O (N) 2x4 OF STUDS - V 1 �Q A. DESIGN -IF THE DESIGN OF THE FOUNDATION 15 BASED ON A SOILS REPORT, 16.. ANCHOR FROM POST _ _ _ O THAT FACT IS NOTED ON THE PLANS. IF NOT,ALL DESIGN I5 BASED ON TO TOP f� �TI�T� - � � W w " REQUIREMENTS OF CHAPTER 18 OF THE GBG. +i � +i (N) 2x6 OF STUDS I 1 I 1 I =I III-I 1 I 1 1 1. COMPACTION REQUIREMENTS: - - - ® 16: A. SITE -MINIMUM SITE PREPARATION SHALL GON515T OF 5GARIFYING AND Q O COMPACT -III - W E-4 U REGOMPACTIN6 THE L005E SURFACE SOILS TO A MINIMUM COMPACTION _� (N) 5/g° GYP. BD. -� (N) 2-2x OF TOP fE -� _ > O OF c1O% AS PER A5TM D1551 TEST PROCEDURE. ALL FILL MATERIAL = = W/ 4'-O" MIN LAP = BACKFILL _ O W REQUIRED SHALL BE PLACED IN b" LAYERS AND COMPACTED AS 10-Ibd SPLICE s " w Z a NOTED. MINIMUM DEPTH = 12". (N) /g GYP. BD. III= Z � A O B. PAVING -ALL AREAS TO BE PAVED SHALL BE TREATED AS SITE ABOVE -III = O x TO A MINIMUM DEPTH OF 12". IIII . IIII= G. FOUNDATIONS -THE BOTTOM O ALL FOUNDATIONS WHERE POSSIBLE SHALL BE PLACED ON NATIVE SOIL IN AN UNDISTURBED STATE OR ON (N) 2x4 OF STUDS APPROVED ENGINEERED FILL. (N) 2x4 PT OF BOT. a 16" -TYP. (N) 2x6 PT OF BOT. I III- D. SELECT BACKFILL -SELECT BAGKFILL FOR STRUCTURES SHALL BE f- W/ 3/(6"4) POWER - W f / 3/6"4 POWER =I TREATED AS SITE ABOVE. (E) GONG. FLR. STUDS a 52" (E) GONG. FLR. 5TUD5 ® 32" (N) DRAIN III- 5. CONCRETE (E) GONG. FLR. LINE A. GENERAL -ALL CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH -III AGI AND CHAPTER 14 OF THE GBG CODES. - I -III IIII II I I B. CONCRETE SHALLBTA NT A MIN. 8 DAY55T RENGT H1 O 2�o P5I R SPREAD FOON THE PLANS, OT NG5, =1 1-1 1-I- 1-1 1-I-I-1 1-1 I-I-1 I- -1 1-1 -I- 1-1 1-I i 1=i i=i i=1 i 1=1 i- IIII -1 1-1 1-I-I-'TE SAND BACKFILL AND 3,000 P51 FOR WALL5. �� 1. GEMENT -MIN. 5 SACKS PER YARD. 0.�. 2. AGGREGATES -MAXIMUM SIZE I�". (N) 2x4 PT OF BOT. 3. WATER/GEMENT RATIO -.55 MAXIMUM. fE W/ 3/(b"4) POWER 4. SLUMP -4" MAXIMUM. SE0710N SEC710NSTUDS ° 32 S E G T 10 N TRENCH 1:)ETAI 5. ADMIXTURES -ONLY AS APPROVED BY THE ENGINEER. rA 6. CURING -KEEP WET MIN. 3 DAYS,OR UNTIL MEMBRANE CURING COMPOUND APPROVED BY THE ENGINEER. CJ. I /g" = I'-O" C.�I /g" = I'-O" G.�I " = I'-O" S I " = I'-O" 1. VIBRATION -ALL CONCRETE SHALL BE VIBRATED INTO PLACE W A MECHANICAL VIBRATOR. 8. FORM REMOVAL -SIDE FORMS OF FOUNDATIONS AND SLABS -MIN. 2 DAYS. 4. TESTING -IN ACCORDANCE WITH AGI-301-12,CHAPTER 14. 10.CONTRACTOR SHALL VERIFY A MAXIMUM MOISTURE VAPOR EMISSION RATE OF 3 LB/1,000 S.F. BEFORE FLOOR COVERING GAN BE PLACED. G. REINFORCING MATERIALS: I. DEFORMED BARS -ASTM A615;#4 AND SMALLER,GRADE 40;#5 AND LARGER,GRADE 60. 2. ELECTRIC WELDED WIRE FABRIC (EMF)-ASTM A 165. 3. LAP SPLICE OF REINFORCMENT IN TENSION SHALL BE 40 BAR DIAMETERS MINIMUM. 5. STRUCTURAL STEEL 4 MISCELLANEOUS IRON A. CODES -ALL WORK SHALL CONFORM TO THE LATEST EDITION O THE Z FOLLOWING CODES: 1. GBG-GALIFORNIA BUILDING CODE. 0 2. AI50-AMERIGAN IRON AND STEEL CONSTRUCTION SPECIFICATIONS. 3. AW5-AMERIGAN WELDING 50GIETY STANDARD CODE 01.1. lu 4. ASTM-AMERIGAN SOCIETY OF TE5TING MATERIALS. B. MATERIALS: 1. STRUCTURAL STEEL MEMBERS-A5TM A-36 4 A442 OR AS SHOWN ON THE ~ W W PLANS. 2. STRUCTURAL TUBING -ASTM A500 GRADE B. 3. STRUCTURAL PIPING -A5TM A53 GRADE B. 4. COMMON BOLTS -ASTM A301 GRADE A (UNLESS NOTED ON THE PLANS AS H5MB). 5. WASHERS -ASTM F436. Co. NUTS -ASTM A563 1. ANCHOR RODS (BOLTS) -ASTM F1554 GRADE 36. 8. HIGH STRENGTH BOLTS, NUTS AND WASHERS -A5TM A325(INDICATED ON DRAWINGS AS HSMB) 4. WELDING MATERIALS -E-10 ELECTRODES AS PER AW6-01-1. 10.PAINT PRIMER -FED. SPEC. TT-D31,RED OXIDE. 11. GALVANIZING -ASTM A525 MIN. 201 HOT DIPPED. 12. OPEN WEB STEEL JOISTS -AS NOTED ON THE PLANS -PER STANDARD O SPECIFICATIONS O THE STEEL JOIST INSTITUTE. 13. METAL DECKING -A5TMA-446 GRADE D (FY=50 K5I)-6ALV. TO A5TM A525 LL 6-60 COATING. FABRICATION AS PER STEEL DECK INSTITUTE fr SPECIFICATIONS. G. FABRICATION: Lu I. WELDING -WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS ONLY. W 2. SHOP FABRICATE TO THE GREATEST POSSIBLE EXTENT. 3. SHOP PRIME ALL STEEL EXCEPT GALVANIZED STEEL. DO NOT PRIME > _ SURFACES - SURFAGES TO BE VELDED OR WHIGH WILL BE PLACED INTO CONCRETE. O D. SHOP DRAWINGS: Wm N 1. SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL STEEL OL MEMBERS. A 1LI 2. COORDINATE SHOP DRAWINGS WITH ALL OTHER TRADES. (h E. TESTING AND INSPECTION: H O� 1. STRUCTURAL STEEL -SUBMIT MILL REPORTS AS PER AI5G SPECIFICATIONS. Z 2. HIGH STRENGTH BOLTS,BOLTS AND WASHERS -PROVIDE WRITTEN MILL Q � � CERTIFICATES. ,Z O < Q 3. ALL FIELD WELDING SHALL BE BY A CERTIFIED WELDER AND INSPECTED � n v BY AN APPROVED VdELDIN6 INSPECTOR. !/- 4. HIGH STRENGTH BOLTS SHALL BE INSPECTED BY A QUALIFIED INSPECTOR Z Lf) Lu V APPROVED BY THE ENGINEER. LU- 6. YVOOD DL Q A. MATERIALS: O I. PLATY=S,SILLS AND SLEEPERS -ALL FOUNDATION PLATES OR SILLS AND (� n SLEEPERS ON A CONCRETE OR MASONRY SLAB,W 0 OL OL WHICH I5 IN DIRECT - CONTACT WITH EARTH,AND SILLS THAT REST ON CONCRETE OR MA50NRY FOUNDATIONS,SHALL BE TREATED WOOD OR FOUNDATION REDWOOD,ALL MARKED OR BRANDED BY AN APPROVED AGENCY,GBG 2304.11.2.4. 2. ALL bx MEMBERS - DF-LARCH #1 OR BETTER. 3. ALL 4x MEMBERS - DF-LARCH #1 OR BETTER. 4. ALL 2x MEMBERS - OF-LARCH #2 OR BETTER. 5. ALL 2x4 AND 3x4 STUDS - DF-LARCH CONSTRUCTION GRADE OR BETTER. STAMP 6. PLYWOOD - ALL PANELS SHALL BE IDENTIFIED WITH THE GRADE MARK OF A.ROOF P YWOOD AMERICAN O NOTED ONTHE PLANCIATION S Q� p`ESS�O� B. FLOOR WALL WODD PLANS.- NOTED ON THE PLYWONOTED ON THE PLAN5. G. 1. PRESERVATIVE TREATMENT - ALL PRE5ERVATIVELY TREATED WOOD Z REQUIRED TO BE TREATED UNDER SECTION 2303.1.8. SHALL BE IDENTIFIED U) BY THE QUALITY MARK OF AN INSPECTION AGENCY WHIGH HAS BEEN - 0. 44590 m ACCREDITED BY AN AGGREDIDATION BODY WHIGH COMPLIES WITH THE REQUIREMENTS OF THE "AMERICAN LUMBER STANDARD COMMITTEE ACL EXP. 3-31-22 TREATED WOOD PROGRAM," OR EQUIVALENT. 6. ALL STRUCTURAL MEMBERS SHALL HAVE A MOISTURE CONTENT NOT TO sTgT C I V I�_ 0 EXCEED IcI%. F OF CA��F B. WOOD FASTENERS AND CONNECTORS: 1. BOLTS: A. MACHINE BOLT5 PER ASTM A301. ELECTRONICALLY SIGNED B. ALL ANCHOR BOLT5 ATTACHED TO PRE5ERVATIVELY TREATED SILL 02/05/2021 12:07:31 PM PLATES SHALL BE BATCH/POST HOT-DIP GALVANIZED (PER A5TM AI53). 2. WASHERS -STANDARD GUT FOR EACH BOLT NEXT TO WOOD. MALLEABLE IRON WASHERS(M.I.WJ SHALL BE USED AS SHOWN ON THE PLANS. 3. BOLT HOLES -MAX = 1/16" LARGER THAN THE BOLTS SIZE -OVERSIZED OR SLOTTED HOLES WILL NOT BE ALLOWED. G. MANUFACTURED WOOD TRUSSES: 4. LAG 5GREV45 -LEAD HOLES SHALL BE DRILLED TO 15% OF THE SHANK 1. ALL WOOD TRUSSES SHALL TO BE FACTORY MANUFACTURED,PRE- DIAMETER WITH DEPTH EQUAL TO BOLT LENGTH. ENGINEERED TRUSSES WITH WOOD CHORDS AND WOOD WEBS AND SHALL DRAWN 5. NAIL JOINTS: HAVE STEEL CONNECTION PLATES APPROVED BY ICBG (SUCH APPROVAL A. ALL NAILS SHALL BE COMMON WIRE NAILS OR SPIKES. SHALL BE CURRENT AND THE MANUFACTURER SHALL FURNISH A COPY OF �1G5 B. MINIMUM NAILING AS PER TABLE 2304.4.1 OF THE GBG OR AS NOTED ON SUCH CURRENT IGBO APPROVAL). ALL TRUSSES SHALL CONFORM TO GBG CHECKED THE PLANS. SECTION 2303.4. MS 5 6. MISCELLANEOUS METAL CONNECTORS: 2. DESIGN -DESIGN FORCES,MEMBER SIZES, AND CONNECTION DETAILS SHALL L A. ALL METAL CONNECTORS USED FOR CONNECTING STRUCTURAL WOOD BE FURNISHED BY THE MANUFACTURER AND SHALL CONFORM TO THE DATE AND NOT INSTALLED,ATTACHED OR FASTENED TO PRE5ERVATIVELY LATEST EDITION OF TRU55 PLATE INSTITUTE DESIGN REQUIREMENTS. SUBMIT TREATED WOOD SHALL HAVE IGBO APPROVAL (A CURRENT RESEARCH SHOP DRAWINGS AND ALL DESIGN CALCULATIONS TO THE ENGINEER FOR 2/3/21 0 CARD APPROVAL) AND BE SIMPSON STRONG TIE" CONNECTORS OR APPROVAL PRIOR TO SUBMITTAL TO THE LOCAL BUILDING DEPARTMENT EQUAL. THESES CONNECTORS SHALL BE STANDARD 640 GALVANIZED WITH JUR15DIGTION FOR REVIEW PRIOR TO ISSUANCE OF THE BUILDING SG41_E COATED. PERMIT. AS NOTED B. ALL METAL CONNECTORS THAT ARE INSTALLED,ATTACHED OR 3. DESIGN LOADS -THE FOLLOWING ARE THE MINIMUM DE516N LOADS FOR 0 FASTENED TO PRE5ERVATIVELY TREATED W0OD5 SHALL BE "ZMAX" THI5 PROJECT: JOB NO. (6185 HDG PER A5TM A635),OR BATCH/POST HOT-DIP GALVANIZED A. DESIGN DEAD LOADS: 202-75 (PER A5TM AI23). 1. ROOF TRUSSES -SEE DRAWINGS AND/OR CALCULATIONS(25% LIVE N 1. ALL FASTENERS THAT ARE INSTALLED,ATTACHED OR FASTENED TO LOAD INCREASE 4 33% WIND/SEISMIC INCREASE IN STRESS SHALL SET PRE5ERVATIVELY TREATED VdOOD SHALL BE "ZMAX" (6185 HD(5 PER ASTM BE THE MAX ALLOWED). A635),BATGH/PO5T HOT-DIP GALVANIZED (PER A5TM A153) OR 2. FLOOR TRUSSES -SEE DRAWINGS AND/OR CALCULATIONS (NO r MECHANICALLY GALVINIZED (PER ASTM B645,CLASS 55 OR GREATER). INCREASE WILL BE ALLOWED). (V 8. UNCOATED OR PAINTED CONNECTORS,ANCHORS,OR FASTENERS SHALL NOT B. DESIGN LIVE LOADS: O BE USED WITH PRE5ERVATIVELY TREATED WOOD5. 1. DESIGN LIVE LOADS SHALL CONFORM TO THE LOADS REQUIRED BY ALL APPLICABLE SECTIONS O CHAPTER 16 O THE GBG. N L.n 4 of 5 SHEETS � N