HomeMy WebLinkAbout10141335.pdfGENERAL NOTES
CONCRETE
I. ALL CONCRETE UNLESS OTHERWISE NOTED SMALL BE REGULAR
WEIGHT HARD ROCK TYPE (150 a/CU. FT.). AGGREGATES SHALL
13E NATURAL SAND AND ROCK CONFORMING TO ASTM C-33 WITH PROVEN
SHRINKAGE CHARACTERISTICS OF LESS THAN 0.05 Z
2. READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE
WITH ASTM C-94.PLACEMENT OF CONCRETE SMALL CONFOW TO
ACI 301.
3. CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE 1,
OR JILOW ALKALL CONFORMING TO ASTM C-150.
4, MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT AGE OF
28 DAYS FOR:
FOOTINGS 2500 PSI
SLAB ON GRADE 2500 PS
SIDE WALKS 2000 PSI
5. MAX V_W SLUMP SHALL NOT EXCEED 4"
6. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A
MINIMUM OF 5 DAYS AFTER PLACEMENT, ALTERNATIVE METHODS
WILL BE APPROVED IF SATISFACTORY PERFORMANCE CAN BE
ASSURED.
7. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND OTHER
INSERTS SHALL BE SECURELY FASTENED IN THE FORMS BEFORE
CONCRETE IS POURED, ADEOUATE CLEANOUTS SHALL BE PROVIDED
IN BOTTOM OF CONCRETE FORMS FOR PROPER CLEANOUT AND
INSPECT".
8. VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE
GENERAL PROVISIONS OUTLINED IN PORTLAND CEMENT ASSOCIATION
SPECIFICATIONS ST-26.
9, EXPOSED CORNERS OF COLUMNS. BEAM, WALL, ETC. SHALL
BE FORMED WITH )14" CHAMFERS UNLESS DETAILED OTHERWISE.
10. CONCRETE CONTRACTOR SHALL SUBMIT PROPOSED CONCRETE
DESIGN MIX TO THE ARCHITECT AND ENGINEER OF RECORD. PRIOR 70
STARTING THE WORK.
11. NO WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE
IN EXCESS OF 9WF.
12. WIRE MESH LAP (END & SIDE) SHALL BE ONE FULL MESH -2.
LUMBER
1. ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR CONFORMING
TO DIVISION 23 (2001 C.S.C.)
2. RAFTER, BEAUS, PURLINS SHALL BE DOUGLAS FIR NO. UNLESS
OTHERWISE NOTED
3. JOIST. PURLINS 2" TO 4" WOE, 6" & DEEPER NGROADE.1
BEAMS, PURLINS OVER 4" WIDE NOA
SUBPURLINS 2 TO 4" WIDE. 6 & DEEPER NO.1
LEDGERS NO.2
STUDS 2" x 4" OR 3 x 4*' STUDS
STUDS 2" x &* NOA
POSTS 5** x 5'* AND LARGER NO.1
SILLS. PLATES AND BLOCKING NO.2
4. SILLS AND PLATES IN CONTACT WITH CONCRETE OR MASONRY AND
WITHIN 48* OF GROUND SHALL BE PRESSURE TREATED OOLIGLAS FIR
(PTOF).SILLS SHALL BE BOLTED TO THE FOUNDATION WITH 5/8'
DIAMETER x 10" 13OLTS AT 48" ON CENTER, 12" MIN IMLN FROM
ENDS OR 2 BOLTS MINIMUM PER PIECE. UNLESS NOTED OTHERWISE.
5. STUD WALLS ABUTTING A CONCRETE OR MASONRY WALL SHALL BE
BOLTED TO THE WALL WITH % ANCHOR BOLTS AT 24" ON CENTER.
& ALL NON BEARING STUD WALLS SHALL BE 2 x STUDS AT 16 D.C.
WITH %- GYP. BOARD EACH SIDE. UNLESS OTHERWISE NOTED.
7. ALL STUD WALLS SHALL HAVE FULL HEIGHT I x 6 DIAGONAL
LET -IN BRACES AT ENDS AT INTERVALS NOT EXCEEDING 25 FT.
O.C. UNLESS OTHERWISE NOTED ON PLANS. BRACES SHALL COVER A
L41NIMUM OF SIX STUD SPACES.
8. COMMON NAILS SHALL BE USED.
9. FIRE BLOCKING 2 x V/;?'* THICK. SHALL BE PLACED IN STUD
WALLS AT CEILING AND FLOOR LEVELS, AT EACH 10' HEIGHT OF
STUDS, AND BETWEEN STAR STRINGERS AT SUPPORTS,
10. JOISTS SMALL BE BLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED
AT INTERVALS OF 8' WHERE JOISTS ARE 2 x 12 OR DEEPER,
11. MAXIMUM UNSUPPORTED HEIGHT FOR NON -BEARING PARTITION SHALL
BE
2 x 4 0 1&' O.C. UP TO 14'-0"
2 x 6 6 W* D.C. UP TO 20'-O!*
2 x 8 a 16" O.C. UP TO 26-0-
12. PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS.
13. BOLT HOLES IN WOOD MEMBERS SHALL BE A MINIMUM %2" AND A
MAXIMUM Yts'* LARGER THAN THE SOLT DIAMETER,
PLYWOOD
1, PLYWOOD SHEETS SHALL BE COX CONFORMING TO PS 1-95 AND
SHALL BE STAMPED WITH THE ORPA GRADE OF THE AMERICAN
PLYWOOD ASSOCIATION, UNLESS NOTED OTHERWISE ON THE PLANS.
2. EACH SHEET SHALL HAVE A MINIMUM AREA OF 8 SO. FT, WITH A
MINIMUM DIMENSION OF 2 FEET.
3. SEE FRAMING PLAN FOR DIAPHRAGM NAILING SCHEDULE. NAILING
SMALL BE INSPECTED AND APPROVED BEFORE COVERING.
FOUNDATION NOTES
2. FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE
SOS. BEARING PRESSURE PER 2001 CALIFORNIA BUILDING CODI-__ SHALL
BE AS FOLLOWS-
CON71NUOUS FOOTING ON P.S.F.
ISOLATED FOOTING 1000 P.S.F.
2. ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM
UNDISTURBED NATURAL SOIL, OR APPROVED COMPACTED FILL AND
ADJACENT FINISH GRADE UNLESS NOTED OTHERWISE.
S. ALL FOOTING SHALL BE CENTERED ON PILASTER AND/OR WALL AND
COLUMN UNLESS OTHERWISE NOTED.
4, FINISH FLOOR (F.F.) EXCAVATION SHALL BE AS NOTED ON GRADING
PLANS.
5. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION
PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ANY
ADJACENT PROPERTY. STRUCTURES. STREETS AND UTILITIES IN
ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY
ORDINANCES,
S. ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON
DRAWINGS, DETALS, ANOIOR SCHEDULES.
7. ALL FOOTINS AND PIERS SHALL BE CENTERED UNDER THE BUILDING
COLUMNS. (U.N.O.)
S. ALL EXISTING UTLITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS
SMALL BE REMOVED AND RELOCATED.
9. ALL PIPES. DUCTS AND CO ITS WITHIN THE SPHERE OF 94FLUENCE OF
THE FOOTING, (THE PRESSURE ZONE, EXTENDING BELOW THE FOOTING,
BASED ON A 2 HORIZONTAL 70 1 VERTICAL SLOPE), SHALL Sr SLEEVED
THROUGH CONCRETE CAST -IN -PLACE AT THE FOUNDATION POUR.
10. FOUNDATION MAY BE SUBJECT TO STRUCTURAL REVISION IN THE FIELD
DUE TO POSS18LE VARYING SUBSURFACE CONDITIONS.
FOUNDATION PLATES/SILLS
1. FOUNDATION PLATES OR SILLS SHALL BE BOLTED TO THE FOUNDATION
OR FOUNDATION WALL WITH NOT LESS THAN 5/8" DIA, STEEL BOLTS
EMBEDDED AT LEAST 7" INTO THE CONCRETE OR MASONRY AND
SPACED NOT MORE THAN 6'-0" APRART. THERE SHALL BE A MINIMUM
OF (2) BOLTS PER PIECE WITH ONE BOLT LOCATED WITH 12" OF
EACH END OF EACH PIECE. A PROPERLY SIZED NUT AND WASHER
SHALL BE TIGHTENED ON EACH BOLT TO THE PLATE. FOUNDATION
PLATES AND SILL SHALL BE THE KIND OF WOOD SPECIFIED IN SECTION
2317.4 OF THE 1997 U.B.C.
REINFORCING STEEL
1. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMCD
BARS AS FOLLOWS -
FOOTING. SLAB ON GRADE.
MASONRY.AND SENT DOWELS, TIES
m3 BAR AND SMALLER ASTM A-615 GRADE 40
*4 BAR AND LARGER ASTM A-615 GRACE 60
2. DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH
ASTM A-305 AND SENDING IN ACCORDANCE WITH AC1318-95.
3. MINIMUM CONCRETE COVER OVER REINFORCING RESAR FOR
(EXCEPT AS NOTED OTHERWISE)
NOT EXPOSED TO WEATHER OR EARTH
EXPOSED TO WEATHER 11/2!
EXPOSED TO EARTH 2"
PILASTER. BEAM & COLUMN TIES I Y2"
FORMED FOOTING AND WALL EXPOSED TO EARTH 2"
UNFORMED FOOTING AND WALL EXPOSED TO EARTH 31,
SLAB ON GRADE 2'
4. SPLICE 94 CONCRETE
MINIMU&I OF 36 BAR DIAMETER OR 12" WHICHEVER IS GREATER.
5, WELDED WIRE FABRIC 'SHALL CONFORM TO ASTM A-185 AND 1-82.
ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REOUIREMENTS
OF ACI 318-95.
7. ALL REINFORCING STEEL. DOWELS, ANCHOR BOLTS. INSERTS. ETC.
SHALL BE SECURED IN PLACE PRIOR TO PLACING ANY CONCRETE
OR GROUT.
8. ALL REINFORCING STEEL SHALL CONFORM TO THE REOUIREMENTS
OF ASTM A-615 GRADE 60.
9. ALL REINFORCING BAR SENDS SMALL BE MADE COLD.
10. ALL REINFORCING BARS SHALL BE FREE FROM CREASE. RUST, MLL
SCALE OR ANY OTHER FOREIGN MATERIAL WHICH MAY AFFECT THE
BARS ABILITY TO BOND TO THE MORTAR.
it. REINFORCEMENT THAT IS PARTIALLY EMBEDDED IN CONCRETE SHALL
NOT BE FIELD BENT EXCEPT AS SPECIFICALLY DETAILED IN THESE
DRAWINGS OR WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD.
V. ALL REINFORCING STEEL SHALL BE PROVIDED AT ALL POUR JOINTS
014 THE ORAWINGS.VjHERE LAP ANO/oR SPLICE LOCATIONS ARE
NOT SPECIFICALLY INDICATED. PROVIDE CLASS C- SPLICE PER
SCHEDULE. ALL SPLICE LOCATIONS SHALL BE CLEARLY SHOWN ON
SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE
FABRICATION,
13. PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE
MANUAL OF STANDARD PRACTICE FOR REINFORCING CONCRETE
CONSTRUCTION, BY WCRSI.
14. CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE
LESS THAN 1", NOR 18M 01&,NOR Ix MAX. AGGREGATE SIZE,
BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST
LAYER, MIN. DISTANCE BETWEEN LAYERS - 1".
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AT EAVES & OVERHANG)
2. PROVIDE 4X POST AT EACH END OF 4X10 OR LARGER MEMBERS,
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3. N/A
4. ALL NAILS ARE COMMON NAILS.
5. ALL STUDS 0 16" O.C. MAXIMUM.
6. ALL LAG BOLTS (LB) TO BE 8" LONG INSTALLED WITH PILOT
HOLE AND WRENCH.
7. FRAMING MEMBERS OR BLOCKING SHALL BE PROVIDED AT
ALL EDGES OF ALL PLYWOOD SHEETS IN SHE WALL..
8. ALL PLYWOOD PANELS SHALL BEMANUFACTURED USING EXTERIOR GLUE.
9. SEE DET FOR EXT BEARING WALL
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(D FOUNDATION NOTES
1. FLOOR SHEATING TO BE -Y4" T&G PLYTWOOD W/ 8d
0 6" O.C. EN/BN, 10" O.C. FIELD
2. LOCATION OF PLUMBING FIXTURE.
3. CONCRETE FOOTING. (1211 W X 12" D W/
(1) 04 TOP & BOTTOM MIN.
4. 6" W CONC. CURB
5. 24" L. 04 REBAR DOWELL 6" INTO EXISTING
FOOT'G T&B W/ 'EPDXY" PER DET.
6. 18" X 24" CRAWL SPACE
7. 18"X 24" G.I. SCREENED FOUNDATION ACCESS
PROVIDE 4" CURB AND SLAB AS REQ'D
8. 14"X 6" G.I SCREENED FOUNDATION VENT
9. METAL HANGER OR GIRDER POCKET
MINIMUM NOMINAL ANCHOR BOLT DIA. SHALL BE%INCH
SPACED PER SHEAR SCHEDULE OR a &-0" OC. MAX.
EMBEDED INTO CONCRETE 7" MIN. W1 MIN. DISTANCE FROM
THE END OF SILL PLATES TO BE 41/2" ( AND A MAXIMUM OF 12").
PLATE WASHERS (MIN. SIZE OFSHALL
BE USED ON EACH ANCHOR BOLT
NOTES -
a. -VERIFY HRDWR. LOCATION W/ FLR. PLAN
b. -HOLDOWN ANCHORS MUST BE TIED IN PLACE
PRIOR TO FOUNDATION INSPECTION.
c. -SURFACE WATER WILL DRAJN AWAY FROM BUILD'G.
d. HOLD-DOWN CONNECTOR BOLTS INTO WOOD
FRAMING REQUIRE APPROVED PLATE WASHERS, AND
HOLD-DOWNS SHALL BE TIGHTENED JUST PRIOR TO
COVERING THE WALL FRAMING.
e. ALL INTERIOR NON -BEARING WALtS WITH SHOT PINS,
RANSET *3348, OR EQUIVALENT. AT 36" O.C,
UNLESS OTHERWISE NOTED.
A. B. MAY BE REPLACED BY %" DIA
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GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE W/ THE 2001
CBC, PLUMBING AND MECHANICAL CODES,
2.. VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS.
3. IT SHALL BE THE RESPONSABILITY OF THE CONTRACTOR TO
VERIFY ALL EXISTING CONDITIONS ON THE SITE PRIOR TO
COMMENCING WORK AND IS TO NOTIFY THE OWNER AT ONCE
UPON DISCOVERY OF ANY OMISSIONS OR CONFLICTS IN
THE DRAWINGS.
4 ALL NAILING TO COMPLY W/ TABLE 23-11-B-1. CBC
TITLE 24 SUMMARY
ENERGY (TITLE 24) REQUIREMENTS
INSULATION EXT WALLS R-13
ATTIC R-30
SUBFLOOR R-19
FENESTRATION • FENESTRATION - U-FACTOR-0.75 MAX
SHGC- 0.40 MAX
RADIANT BARRIER m EMISSIVITY LESS OR EQUAL TO 0.05
INSTALLED TO COVER ROOF TRUSSES AND
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GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE W/ THE 2001
CBC, PLUMBING AND MECHANICAL CODES,
2.. VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS.
3. IT SHALL BE THE RESPONSABILITY OF THE CONTRACTOR TO
VERIFY ALL EXISTING CONDITIONS ON THE SITE PRIOR TO
COMMENCING WORK AND IS TO NOTIFY THE OWNER AT ONCE
UPON DISCOVERY OF ANY OMISSIONS OR CONFLICTS IN
THE DRAWINGS.
4 ALL NAILING TO COMPLY W/ TABLE 23-11-B-1. CBC
TITLE 24 SUMMARY
ENERGY (TITLE 24) REQUIREMENTS
INSULATION EXT WALLS R-13
ATTIC R-30
SUBFLOOR R-19
FENESTRATION • FENESTRATION - U-FACTOR-0.75 MAX
SHGC- 0.40 MAX
RADIANT BARRIER m EMISSIVITY LESS OR EQUAL TO 0.05
INSTALLED TO COVER ROOF TRUSSES AND
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JOB NO:
SHEET NUMBER:
A;--1