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6ENERAIL NOTES: <br />1. GENERAL <br />A. ALL WORK SHALL BE IN STRICT AGGORDANGE WITH THE 2022 EDITION OF THE <br />CALIFORNIA BUILDING CODE AND STANDARDS AND ALL PUBLICATIONS NOTED <br />HEREIN. <br />B. DETAILS SHOWN ON THE 5TRUGTURAL DRAWINGS ARE TYPICAL AND SIMILAR- <br />SPECIFIC <br />IMILARSPECIFIC NOTES AND DETAILS 5HOHAI ON THE DRAWIN65 TAKE PRECEDENCE <br />OVER GENERAL NOTES AND TYPICAL DETAILS. <br />G. DIMENSIONS SHOWN SHALL TAKE PRECEDENCE OVER SCALE ON THE PLANS, <br />SECTIONS AND DETAILS. ANY DISCREPANCIES SHALL BE BROU6HT TO THE <br />IMMEDIATE ATTENTION OF THE ENGINEER <br />D. ALL CONSTRUGTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FLOOR <br />OR ROOF FRAMING MEMBERS. LOADS FROM SUCH MATERIALS SHALL NOT <br />EXCEED DESIGN LIVE LOADS. <br />E. REVIEW THE SHOP DRAHIN65 BY THE EN61NFER FOR 6ENERAL COMPLIANCE <br />WITH DRANIN65 AND SPECIFICATIONS. THE CONTRACTOR SHALL REMAIN <br />RESPONSIBLE FOR ALL ERROR5 OF DETAILIN6, FABRICATION AND THE <br />CORRECT FITTIN6 OF STRUCTURAL MEMBERS, INCLUDING COORDINATION WITH <br />OTHER TRADES. <br />F. ALL DETAIL GHANGE5 DESIRED SHALL BE SUBMITTED TO THE ENGINEER IN <br />WRITING. SHOP DRAWINGS DO NOT CONSTITUTE CHANGES IN M111,16. ALONG <br />WITH A LETTER, THE SHOP DRANIN65 SHALL SHOW ALL PROPOSED CHAN6ES. <br />G. DE516N LOADS ARE AS PER CHAPTER 16 OF THE GBG AND MAY BE MODIFIED <br />AS PER THESE NOTES. <br />6. WOOD <br />A. MATERIALS, <br />I. PLATES, 51LL5 AND SLEEPERS -ALL FOUNDATION PLATES OR SILLS AND <br />5LEEPER5 ON A CONCRETE OR MA50WY SLAB, WHICH 15 IN DIRECT <br />CONTACT WITH EARTH, AND SILLS THAT REST ON CONCRETE OR MASONRY <br />FOUNDATIONS, SHALL BE TREATED HOOD OR FOUNDATION REDWOOD, ALL <br />MARKED OR BRANDED BY AN APPROVED A&ENGY, GBG 2304.112.4. <br />2. ALL bx MEMBERS - DF -LARCH #1 OR BETTER. <br />3. ALL 4x MEMBER5 - DF -LARCH #1 OR BETTER. <br />4.. ALL 2x MEMBER5 - DF -LARCH #2 OR BETTER. <br />5. ALL 2x4 AND 3x4 STUDS, - DF -LARCH CONSTRUCTION 6RADE OR BETTER. <br />6. PLYWOOD - ALL PANELS SHALL BE IDENTIFIED WITH THE GRADE MARK OF <br />THE AMERICAN PLYWOOD ASSOCIATION (APA). <br />A. ROOF PLYWOOD - NOTED ON THE PLANS. <br />B. FLOOR PLYWOOD - NOTED ON THE PLANS. <br />G. WALL PLYWOOD - NOTED ON THE PLANS. <br />1. PRESERVATIVE TREATMENT - ALL PRE5ERVATIVELY TREATED HOOD <br />REQUIRED TO BE TREATED UNDER SECTION 2303.1.8. SHALL BE IDENTIFIED <br />BY THE QUALITY MARK OF AN INSPECTION AGENCY WHIGH HAS BEEN <br />ACCREDITED BY AN AGCREDIDATION BODY "41CH COMPLIES KITH THE <br />REQUIREMENTS OF THE "AMERICAN LUMBER STANDARD COMMITTEE <br />TREATED WOOD PROGRAM,' OR EQUIVALENT. <br />8. ALL 5TRUCTURAL MEMBER5 SHALL HAVE A MOISTURE CONTENT NOT TO <br />EXCEED 19%. <br />B. N70D FASTENERS AND GONNECTOR5: <br />I. BOLTS: <br />A. MACHINE 5OLT5 PER ASTM A301. <br />B. ALL ANCHOR BOLTS ATTACHED TO PRE5ERVATIVELY TREATED SILL <br />PLATES SHALL BE 5ATCH/P05T HOT -DIP GALVANIZED (PER ASTM AI53). <br />2. WASHERS -STANDARD GUT FOR EACH BOLT NEXT TO WOOD. MALLEABLE <br />IRON WA5HER5 (M.I.H) SHALL BE USED AS SHOWN ON THE PLANS. <br />3. BOLT +HOL -5 -MAX = IA(7" LARGER THAN THE BOLTS 51ZE -OVERSIZED OR <br />SLOTTED HOLES WILL NOT BE ALLOWED. <br />4. LAG SCREWS -LEAD HOLES SHALL BE DRILLED TO 15% OF THE SHANK <br />DIAMETER WITH DEPTH EQUAL TO BOLT LENGTH. <br />5. NAIL JOINTS: <br />A. ALL NAILS SHALL BE COMMON WIRE NAILS OR SPIKES. <br />B. MINIMUM NAILING A5 PER TABLE 2304.4.1 OF THE GBG OR AS NOTED ON <br />THE PLANS. <br />b. MISCELLANEOUS METAL CONNECTORS: <br />A. ALL METAL CONNEGTOR5 USED FOR GONNECTIN6 STRUCTURAL WOOD <br />AND NOT INSTALLED, ATTACHED OR FASTENED TO PRE5ERVATIVELY <br />TREATED WOOD SHALL HAVE IGBO APPROVAL (A CURRENT RESEARCH <br />CARD APPROVAL) AND BE 'SIMPSON STRONG TIE" CONNECTORS OR <br />EQUAL. THESES CONNECTORS SHALL BE STANDARD 690 GALVANIZED <br />COATED. <br />B. ALL METAL CONNECTORS THAT ARE INSTALLED, ATTACHED OR <br />FASTENED TO PRESERVATIVELY TREATED WOODS SHALL BE "ZMAX' <br />(615514D& PER ASTM A635), OR 5ATGHI/PO5T HOT -DIP GALVANIZED <br />(PER ASTM AI23). <br />1. ALL FASTENERS THAT ARE INSTALLED, ATTACHED OR FASTENED TO <br />PRE5ERVATIVELY TREATED WOOD SHALL BE "ZMAX' (6185 HDG PER A5TM <br />A635), BATCWP05T HOT -DIP GALVANIZED (PER ASTM A153) OR <br />MECHANICALLY GALVINIZED (PER A5TM B695, CLA55 55 OR GREATER). <br />8. UNCOATED OR PAINTED CONNECTORS, ANCHORS, OR FA5TENER5 SHALL NOT <br />BE USED WITH PRESERVATIVELY TREATED WOOD5. <br />G. MANUFACTURED WOOD TRU65E5: <br />I. ALL WOOD TRUSSES SHALL TO BE FACTORY MANUFACTURED, PRE- <br />EN61NEERED TRI155E5 W1TH WOOD CHORDS AND WOOD WEBS AND SHALL <br />HAVE STEEL CONNECTION PLATES APPROVED BY ICBG (SUCH APPROVAL <br />SHALL BE CURRENT AND THE MANUFACTURER SHALL FLRN15H A COPY OF <br />SUCH CURRENT ICBG APPROVAL). ALL TRUSSES SHALL CONFORM TO GBG <br />SECTION 2303.4. <br />2. DE -516N -DE516N FORGES, MEMBER SIZES, AND CONNECTION DETAILS SHALL <br />BE FURNISHED BY THE MANUFACTURER AND SHALL CONFORM TO THE <br />LATEST EDITION OF TRUSS PLATE INSTITUTE DE516N REQUIREMENTS. SUBMIT <br />SHOP DRAWIN65 AND ALL DESIGN CALCULATIONS TO THE ENGINEER FOR <br />APPROVAL PRIOR TO SUBMITTAL TO THE LOCAL BUILDING DEPARTMENT <br />WITH JURISDICTION FOR REVIEW PRIOR TO ISSUANCE OF THE BUILDING <br />PERMIT. <br />3. DESIGN LOADS -THE FOLLOHUN6 ARE THE MINIMUM DE516N LOADS FOR <br />THIS PROJECT: <br />A. DE516N DEAD LOADS: <br />I. ROOF TRUSSES -SEE DRAWINGS AND/OR CALCULATIONS (25% LIVE <br />LOAD INCREASE 4 33% WIND/5E15MIG INGREA5E IN STRESS SHALL <br />BE THE MAX ALLOWED). <br />2. FLOOR TRUSSES -SEE DRAWIN65 AND/OR CALCULATIONS (NO <br />INCREASE WILL BE ALLOWED). <br />B. DESIGN LIVE LOADS: <br />I. DE516N LIVE LOADS SHALL CONFORM TO THE LOADS REQUIRED BY <br />ALL APPLICABLE SECTIONS OF CHAPTER 16 OF THE GBG. <br />EOU I PMENT 5CHFPUL r= <br />EQUIP. <br />No. <br />DESCRIPTION <br />O <br />REGISTER COUNTER <br />O2 <br />REFRIGERATED PASTRY CASE <br />O3 <br />PICK UP WINDOW W/ SQUARE PAY STATION <br />ONUOVA <br />51MONELLI MODEL AURGIA COUNTER <br />TOP ESPRESSO MACHINE <br />O <br />SAUCE SYRUP <br />RINSE / DUMP <br />O <br />BOBBA <br />POT <br />O <br />BOBBA PREP. TABLE <br />O <br />"MANITOWEL" ICE MACHINE <br />MODEL NUMBER IT0420 22"x54" <br />O <br />RE615TER SUPPLY COUNTER <br />�O <br />"KINTERA" HAND SINK MODEL NUMBER KH51-1 <br />II <br />(N) 3 -COMP SINK w/ INDIRECT DRAIN <br />TO FLOOR SINK BELOW <br />�2 <br />SANDWICH PREP TABLE <br />TILE <br />"KINTERA" PREP SINK <br />MODEL KESIGSIS-RIS <br /><G>BOBBA <br />POT <br />5 <br />PANINI PRESS 4 MICROWAVE "TURBOCHEK NGC -3413 PAVIN <br />w/ MICRO RAVE ABOVE <br />(E) WALLS <br />CREPE ASSEMBLY <br />FREEZER <br />4" SLIM <br />CREPE ASSEMBLY <br />FRIDGE __ <br />�8 <br />UNDER COUNTER REFRIGERATOR MODEL X4045P <br />INTERIOR LATEX <br />"MUSTEE" I BASIN FREE STANDING LAUNDRY TUB SINK <br />�5 RESTROOM <br />15LENTEV COVERED BLENDER <br />- <br />(E) WALLS <br />— — <br />PUG PRE55 <br />® <br />EUREKA OLYMPUS GRINDER <br />® <br />6LA55 RINSE <br />INTERIOR LATEX <br />LAUNDRY RINSE SINK <br />® <br />"BNN TEA BREWER IT0540265 <br />® <br />"WARIN6" CREPE PAN WS01655X (IIOV) <br />® <br />"WARNING" CREPE PAN WBM2606T (IIOV) <br />fmz i IN i SH SCHEMLP <br />ROOMS <br />FLOORS <br />AAL -LS <br />GEILIN6 <br />BASE <br />OPATIO <br />EXISTING <br />EXISTING <br />EXISTING <br />EXISTING, <br />AATERPROOF <br />(E) WALLS <br />(E) GEILIN6 W/ <br />4" RUBBER <br />O2 DINING <br />VINYL <br />INTERIOR LATEX <br />INTERIOR LATEX <br />BASE <br />QUARRY <br />(E) WALLS <br />(E) GEILIN& W/ <br />4" SLIM <br />O3 SERVICE <br />TILE <br />INTERIOR LATEX <br />INTERIOR LATEX <br />COVED TILE <br />O4 UTILITY <br />QUARRY <br />(E) WALLS <br />(E) GEILIN6 w/ <br />4" SLIM <br />TILE <br />INTERIOR LATEX <br />INTERIOR LATEX <br />COVED TILE <br />�5 RESTROOM <br />CERAMIC TILE <br />(E) WALLS <br />I (E) GEILIN& w/ <br />1 4" SLIM <br />INTERIOR LATEXI <br />INTERIOR LATEX <br />10OVED TILE <br />NOTES: <br />I. ALL PAINTED FINISH SHALL BE SEMI -&LOSS <br />to <br />N <br />(N) 3'-0" TALL WROUGHT — <br />IRON RAILING, PAINT BLACK <br />(w 2: <br />® 16" <br />(w 21 <br />FE W/ <br />DRIV <br />052 <br />(E) <br />� 00 <br />Y <br />OPATIO <br />DINING <br />-0 1, <br />22'-0" <br />(E) WINDOW (E) WINDOW <br />- ° ACCE551BLE COUNTER <br />(E) 3068 <br />® +34" AFF <br />�2 DINING <br />(E) 3068 <br />SIGN ABOVE DOOR - "THI5 DOOR <br />TO REMAIN UNLOCKED WHEN <br />BUILDING 15 OCCUPIED <br />(N) DINNING TABLE <br />-TYP. <br />22'-0" <br />12" WIRE DRY <br />5TORAGE SHELF <br />6'-0" LON6 <br />L —� <br />� I <br />/ 1 <br />i 11 O <br />0 <br />O FLOOR <br />BELOA <br />O i O '-0" MIN <br />[p CLEAR <br />12" WIDE DRY <br />STORAGE SHE <br />10'-0" LONG <br />O <br />41'-6" <br />r� <br />23'-1" <br />(w 3 -COMP SINK j <br />W INDIRECT <br />DRAIN TO FLOOR n <br />SINK BELOA <br />O SERVICE <br />�t <br />O <br />O <br />FLOOR SINK <br />BELOA <br />12" AIDE DRY <br />5TORA6E SHELF <br />13'-0" LONG i <br />51-61. <br />MIN. <br />w AJ hlirOR <br />-1 <br />0 (E) 2865 <br />��►END <br />(E) WALL5 <br />(w 2x6 DF STUD WALL 0 16" <br />TE TACTILE EXIT 516N -SEETA <br />Q U <br />O <br />FE 2AI050 FIRE EXTINGUISHER <br />— EMPLOYEE HOOKS <br />�— BASEMENT ACCESS <br />12" WIDE _ <br />5TORA6E SHELF =, <br />�— WATER HEATER _ <br />IN BASEMENT <br />aOK BTU ry <br />12" WIDE DRY <br />5TORA&E SHELF <br />12" WIDE DRY <br />STORAGE SHELF <br />10'-0" LONG 131_01. <br />16'-a" <br />NORTH <br />�1 <br />t - <br />REVISIONS <br />BY <br />EH CHECK <br />AS <br />CHECK <br />21 1/10/2022 <br />AS <br />Q3 5/12022 <br />AS <br />W M <br />02Ch <br />Z m161,0) 02 <br />m I <br />E-4 Idi <br />~ m M <br />Zz <br />W O Q <br />!w! w <br />Z 14 <br />O <br />z A <br />W dl a a <br />fl <br />O <br />IL <br />Z <br />X <br />t-- W <br />11 <br />O <br />LL <br />z <br />Ul <br />tu <br />p H <br />OL (U <br />r <br />�Op <br />Z < w <br />�o00 <br />04 <br />v n�zo <br />O O1"Ory� <br />STAMP <br />EXP. 3-31-24 / . <br />ELECTRONICALLY SIGNED <br />04/13/2023 3:21:57 PM <br />PRAM <br />.105 <br />CHECKED <br />MS <br />DATE <br />3/31/23 <br />BOALE <br />AS NOTED <br />JOB NO. <br />23010 <br />SHEET <br />TENANT IMPROVEMENT <br />2 of 4 sHEETs <br />W <br />O <br />ID <br />00 <br />wl <br />_l <br />