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ANALYSIS AREA
(E) S.F.R. AND GARAGE
1,956 S.F.
(N) ROOM ADDITION
257 S.F.
(N) PORCH
126 S.F.
TOTAL LOT RATIO
2,339 S.F.
LOT SIZE
6,780 S.F.
% LOT COVERAGE 34%
PLOT PLAN SC= 1/8"= V-0"
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FLOOR PLAN SIC= 1/491= 11.011
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714 285 1121
2017 W. ALCO AVE.
SANTA A N A
CALIFORNIA 92703
MAC I ELALOMSN. COM
REVISIONS
Owner.
JUDITH TORRES
Ph 17141434-3912
DRAWN
CHECKED
DATE
SCALE
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SHEET
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REVISIONS I BY I
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NORTH ELEVATION SC=1/4=V-0"
SOUTH ELEVATION SC= 1/4"= V-0"
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ELEVATION NOTES
1. ASPHALTH SHINGLE CLASS 'B' OR BETTER OVER # 15 FELT
UNDERLAYMENT, TO MATCH (E) S.F.R
2. 2 x FASCIA TO MATCH (E) S.F.R.
3. STUCCO OVER APPROVED LATHE & BUILDING PAPER - COLOR BY
OWNER, TO MATCH (E) S.F.R.
4. FOUNDATION VENTS 12"x6" MIN., PROVIDE I SQ. FT. FOR EACH 160
SQ.FT. OF UNDER FLOOR AREA, USE CORROSION - RESISTANT WIRE
MESH WITH WIRE MESH OPENINGS OF 1/4" IN DIMENSION.
6. UNDER FLOOR ACCESS AREA 18" x 24" MIN. W/ WIRE MESH COVER.
DRAWN
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REVISIONS I BY
'LOOR SHEATING
%" T&G PLYWOOD W/ 8d @ 6" o/c EN/EN & 8d @ 10"
o/c FIELD
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1.4
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ROOF SHEATING
1/2" CDX, 2410 INDEX PLYWOOD W/ 8d COMMON NAl'
@r .FIELD. PROVIDE '••
BARRIER PLYWOOD UNDERSIDE
ROOFING MATERIAL
ASPHALTH SHINGLE BETTER TO MZA
UNDERLAYMENT
FOUNDATION PLAN SC /4"= V-0"
SECTION A 5C=,/<=,.o•
ROOF FRAMwG PLAN gC=„a••,•-0•
SHEAR WALL SCHEDULE 1997 U.B.0
i
SILL BOLTING
MARK WALL TYPE ALLOWABLE
EXTERIOR INTERIOR SILL NAILING @
SHEAR
WALLS WALLS UPPER
STORIES
7/8" STUCCO OVER PAPER BACKED LAT W/16 GA STAPLES @ 6" O/C @TOP & BOTTOM PLATES,
g
EDGE OF SHEAR WALL AND ON FIELD (ICBO REPORT No. 1823, FEB, 1973) OR (ICBO No,1318,
180 PLF
5/8 @ 55" 0/C
5/8 @ 55" O/C
16d @ 8" O/C
FEB,1973) OR (ICSO No.1254, FEB 1972) NOTE 4 AND 9 BELOW
3/8" PLYWO SRUCT It OR STD SHTG WITH 8d NAILS @ 6" O/C @ EDGES & 12" O/C FIELD
260 PLF
5/8 @ 3S" O/C
518 @ 38" O/C
I Sd @ 6" O/C
(TABLE 23-114-1 U.B.C.) NOTE 1,9,10 & 11 BELOW
A r1,
3/8" PLYWD SRUCT II OR STD SHTG WITH 8d NAILS @ 4" O1C @ EDGES & 12" 01C FIELD
350 PLF
518 @ 26" OIC
5/8 @ 26" O/C
16d @ 4" O/C
(TABLE 23.11-1-1 U.S.C.) NOTE 1, 6, 9,10 & I BELOW
318" PLYWD SRUCT II OR STD SHTG WITH 8d NAILS @ 4" OIC @ EDGES & 12" O/C FIELD
380 PLF
518 @ 26" O/C
5/8 @ 26" O/C
16d @ 4" 0/0
(TABLE 23•II-I-1 U.B.C. NOTE 1, 3, 5, 6, 9,10 & 11 BELOW
3/8" PLYWD SRUCT II OR STD SHTG WITH 8d NAILS @ W O/C @ EDGES & 12" OIC FIELD
490 PLF
5/8 @20" O/C
5/8 @ 20" 0/C
16d @ "
(TABLE 23-i1-i-1 U.S.C.)NOTE 1, 3, 5, 6, 9,10 & 11 BELOW
31/2" 010
3/8" PLYWD SRUCT II OR STD SHTG WITH 8d NAILS @ 2" O/C @ EDGES & 12" O/C FIELD
610 PLF
618 @ 16" O/C
518 @ 16" O/C
16d O/
CTABLE 2341-1-1 U.B.C. NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW
2 1/2" O/C
1
1 /2" STRUCT IPLYWD WITH 10d NAILS @ 2" OIC @ EDGES & 12" O/C FIELD
870 PLF
3/4 @ 16" O/C
3/4 @ 16" O/C
NIA
OVER 3X.51 UDS i I ABLE 23-11-1-1 U.B.C. NOTE 1, 3, 5, 6, 9,10 & 11 BELOW
NOTES:
1: ALL EDGES OF PLYWOOD SHEARWALLS MUST BE BLOCKED WITH 24 SOLID BLOCKING FOR WALLS TYPES 9 & 10, AND 3 x SOLID BLOCKING FOR WALLS TYPES 11, 12.13 & 14
2.- WHERE SHEAR WALL SHEATING IS TO BE APPLIED TO BOTH SIDES IF WALL, DOUBLE THE NUMBER OF BOLTS. (I.E. HALF THE O/C SPACING)
3,- USE 3 x PRESSURE TREATED DOUGLAS FIR SILL PLATES AT FOUNDATIONIFIRST FLOOR ONLY
4.- PAPER BACKED SELF FURRING EXPANDED METAL LATH 1080 APPROVAL
5: GRAMING AT ADJOINING PANEL EDGES SHALL BE 3- INCH NOMINAL OR WIDER & NAILS SHALL BE STAGGERED
6.- WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 5' OIC ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS
OR FRAMING SHALL BE 3- INCHES NOMINAL OR THICKER & NAILS ON EACH SIDE SHALL BE STAGGERED
7 - ALL CONTINUOUS EXTERIOR FOOTING TO HAVE 518" x 10" A.6.'s @ 48" OIC UNLESS OTHERWISE NOTED ON PLANS
8: ALL INTERIOR BEARING AND NON BEARING FOOTINGS TO HAVE 7132" SHOT PINS @ 32" O/C & 48" O/C RESPECTIVELY: I.E. OZARK # H•671C80 REPORT 1280, MAY 1987
9: USE 2112 x 21/2" x 3716" PLATE WASHERS
10: USE CDX CC OR STD SHTG IN LIEU OF SRUCT it PLYWOOD. ALL PLYWOOD SHALL BE DOUGLAS FIR. OTHER SPECIES MAY REQUIRE CHANGES.
I I. -AT EXISTING FOOTINGS USE REDHEAD WEDGE ANCHORS TO COMPLY WITH SILL BOLTING ICSO# 1372 MIN EMBED 711T
DRAWN
CHECKED
DATE
SCALIB _ ---
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SHEET
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PRINTED ON CLEARPRINT 1000H
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2001 C.B.C.
PLUMBING AND MECHANICAL CODES, THE C.E.C. AND LOCAL
ORDINANCES.
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 C UPON DISCOVER OF
ANY OMISSIONS OR CONFLICT IN THE DRAWINGS.
4. ALL NAILING TO COMPLY WITH TABLE 23-II-B-1 C.B.C.
5. ALL PLUMBING WALLS TO BE 2" x 6"
G. DOUBLE WALLS USED AS PLUMBING WALLS ARE TO BE A MINIMUM
OF 8" WIDE AND NO "FLAT" STUDS PERMITTED. STAGGERED STUDS
ARE ACCEPTABLE.
7. SMOOTH, HARD, NON ABSORBENT SURFACE IS PROVIDED TO A
HEIGHT OF 70" ABOVE THE DRAIN
INLET OF THE SHOWER OR
TUB/SHOWER COMBINATION MATERIALS
I S SHALL BE OF A TYPE NOT
ADVERSELY AFFECTED BY MOISTURE.
8. GLASS ENCLOSURE DOORS AND PANELS MUST BE LABELED
CATEGORY II. NET AREA OF SHOWER RECEPTORS SHALL BE NO LESS
THAN 1024 SQ IN OF FLOOR AREA, AND ENCOMPASS 30"DIAMETER
CIRCLE.
9. ALL WATER CLOSETSMARE LOCATED IN A CLEAR SPACE NOT LESS
THAN 30" WIDTH AND HAVE 24" MIN. CLEARANCE IN FRONT OF THE
STOOL.
10. FOR EXHAUST VENTILATION AIR, PROVIDE MECHANICAL FAN 5 AIR
CHANGES PER HOUR.
11. RECEPTACLE OUTLETS LOCATIONS WILL COMPLY WITH NEC Art 210-
52 (a) 1120 AMP. CIRCUIT DEDICATED TO EACH BATHROOM"
12. ALL BEDROOM CIRCUITS REQUIRE ARC -FAULT PROTECTION.
13. GROUND -FAULT CIRCUIT INTERRUPTER (GFI) PROTECTION
COMPLIES WITH NEC Art. 210-8: "ALL 125 volt SINGLE PHASE, 15 AND
20 AMPERES RECEPTACLES INSTALLED IN BATHROOMS, GARAGES,
BASEMENTS, OUTDOORS, KITCHEN COUNTERS AND AT WET BAR
SINKS.
14. WATER HEATER TO BE BRACED TO RESIST SEISMIC FORCES,
PROVIDE TWO STRAPS (ONE STRAP AT TOP 113 OF THE TANK AND
ONE STRAP AT BOTTOM 113 OF THE TANK).
15. THE MANUFACTURED WINDOWS SHALL HAVE A LABEL ATTACHED
CERTIFIED BY THE NATIONAL FENESTRATION RATING COUNCIL
(NFRC) AND SHOWING COMPLIANCE WITH THE ENERGY
CALCULATIONS.
16. THE CONTRACTOR SHALL PROVIDE ANY SHORING AND/OR BRACING
TO THE EXISTING STRUCTURE WICH MAY BE REQUIRED DURING
CONSTRUCTION.
17. PERMISSIBLE NOTCHING AND BORING OF JOISTS ARE TO BE SHOWN
ON THE PLANS AND SHALL NOT EXCEED CBC SECTION 2320.8.3
ALLOWANCES,
18. NOTCHING OF EXTERIOR AND BEARING/NONBEARING WALLS SHALL
NOT EXCEED 25%140% RESPECTIVELY. BORED HOLES IN
BEARING/NONBEARING WALLS SHALL NOT EXCEED 40%160%
RESPECTIVELY. IN NO CASE SHALL THE EDGE OF THE BORED HOLE
NEARER THAN 518" T O THE EDGE OF THE STUD (2320.11.9 AND 320.11.9 AND
19. HEADER AND TRIMMER DETAILS FOR DOORS AND WINDOWS ARE TO
BE SHOWN WITH THE FULL LENGTH TRIMMERS, SPECIFYING THE
SIZE OF THE HEADER AND TRIMMER (2320.11.6)
20. USE SIMPSON ST 6224 TO TIE-IN TO EXISTING TOP PLATES.
SANTA ANA POLICE DEPARTMENT
RESIDENTIAL SECURITY REQUIREMENTS
I
STRUCTURAL NOTES
CONCRETE
I. ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK TYPE (150 `CU FT)
AGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM C-33 WITH PROVEN SHRINK AGE
CHARACTERISITCS OF LESS THAN 0.05 %_
2.- READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C-94 PLACEMENT
OF CONCRETE SHALL CONFORM TO ACI 301.
3: CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE V OR BLOW ALKALL CONFORMING TO
ASTM C-150.
4.- MINIMUM COMPRESSIVE STRENGHT OF CONCRETE AT AGE OF 28 DAYS FOR:
FOOTINGS 2,500 PSI
SLAB OR GRADE 2,500 PSI
SIDEWALKS 2,000 PSI
5- MAXIMUM SLUMP SHALL NOT EXCEED 4".
6.- CONCRETEH 5 ALL BE MAINTAINED
IN A MOIST CONDITION FOR A MINI
MUM OF 5 DAYS AFTER PLACEMENT.
ALTERNATIVE
V METODS WILL BE APPROVED
PR VED IF SATISFACTORY PERFOR
MANCE CAN BE ASSURED.
7.- ALL REINFORCING STEEL ANCHOR BOLTS, DOWELLS AND OTHER INSERTS SHALL BE SECURELY
FASTENED IN THE FORMS BEFORE CONCRETE
N RETE IS POURED. ADEQUATE C LEANOUTS SHALL BE PROVIDED IN
BOTTOM OF CONCRETE FORMS FOR PROPER CLEANOUT AND INSPECTION.
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, BEAMS, WALLS, ETC., SHALL BE FORMED WITH %"CHAMFERS UNLESS
DETAILED OTHERWISE,
10.- CONCRETE CONTRACTOR SHALL BE SUBMIT PROPOSED CONCRETE DESIGN MIX TO THE ARCHITECT
AND ENGINEER OF RECORD, PRIOR TO STARTING THE WORK.
11 - NO WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE IN EXCESS OF 95' F.
12 WIRE MESH LAP (END & SIDE) SHALL BE ONE FULL MESH -2
PLYWOOD
I.- PLYWOOD SHEETS SHALL BE COX CONFORMING TO PS 1-95 AND SHALL BE STAMPED WITH THE DRPA
GRADE OF THE AMERICAN PLYWOOD ASSOCIATION, UNLESS NOTED OTHERWISE ON THE PLANS.
2: EACH SHEET SHALL HAVE A MINIMUM AREA OF 8 SQ. FT. WITH A MINIMUM DIMENSION OF 2 FEET.
3.- SEE FRAMING PLAN FOR DIAPHRAGM NAILING SHEDULE, NAILING SHALL BE INSPECTED AND APPROVED
BEFORE COVERING.
FOUNDATION NOTES
'I.- FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE DOIL BEARING PRESSURE PER 2001
UNIFORM BUILDING CODE SHALL BE AS FOLLOWS:
CONTINUOUS FOOTING 1,000 P.S.F.
ISOLATED FOOTING 1,000 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.
3.- ALL FOOTING SHALL BE CENTERED ON PLASTER 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,
6.- ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON DRAWINGS, DErAILS AND/OR
SHEDULES.
7.- ALL FOOTINGS AND PIERS SHALL BE CENTERED UNDER THE BUILDING COLUMNS (U.N.O,)
8.- ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS SHALL BE REMOVED
AND RELOCATED.
9 - ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF THE FOOTING (THE PRESSURE
ZONE, EXTENDING BELOW THE FOOTING, BASED ON A 2 HORIZONTAL TO 1 VERTICAL SLOPE) SHALL BE
SLEEVED THROUGH CONCRETE CAST -IN -PLACE ATTHE FOUNDATION POUR.
10.- FOUNDATION MAY BE SUBJECT TO TRUCTURAL REVISION IN THE FIELD DUE THE POSSIBLE VARYING
SUBSURFACE CONDITIONS.
LUMBER
1 - ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR LARCH CONFORMING TO DIVISION 23 (2001 C.B.C).
2: RAFTER, BEAMS, PURLINS SHALL BE DOUGLAS FIR NO. UNLESS OTHERWISE NOTED.
1.- _ Exterior swinging doors must be solid core, 13/4" thick or with panels 9/16 thick (8-210,A)
2.- Doors leading from a garage into a dwelling unit must be sold core, 1 3/8 thick (8-210,13)
3.- Specify that above doors be equipped with deadbolt locks approved by the Police Department (8-210,C) specify make and
model number (titan 780 or equal)
4.- Specify flush bolts with 5/8 imbedment into head and threshold on inactive leaves of exterior double doors (8-210, E)
5.- Glazing in exterior doors or within 40" of the latch must be tempered or burglary resistant (8-2 10, F)
6.- Hinges for out swinging doors must have non -removable pins (8-2 10, G)
7.- Strike plates must be 3 '/" long, secured to the jamb with screws 2 '/z" in length ((8-210,14)
8.- Front exterior doors to be equipped with 180' doors viewers or clear vision panels (8-210, I)
9.- Each stricture must have a street address or other identification which is visible from the street. Figures must be. 4"
minimum in height of a color contrasting to the background (8-2 10, K1)
l0:- Provide an illuminated plot plan of the complex at each driveway entrance (8-2 10, K2)
I I.- Specify light fixtures, at exterior doors, which provide one -foot candle of light at ground level. (8-210, L).
12.- Exterior walkways, passageways within multiple dwelling complexes must be provided with 0,25 foot candle of light
(8-210, Ivl).
13.- Parking lots and parking structures of multiple dwelling complexes must be provided with one foot candle of light
(8-210,N)
14.- Required exterior light fixtures must be vandal resistant type.
15.- Wooden garage doors must have panels 5/16" in thickness (8-208, Al)
16.- Garage doors more than 16 feet in width must have two locking points (8-208,C)
17.- Slide bolt assemblies must be attached to the doorframe with non -removable bolts (8-208,D)
18.- The slide bolt must be 3/8" in diameter (8-208,D)
19 - Windows and sliding glass doors must comply with test standards of section 8-212. Specify make and model number
(8-209,A) (if not approved must install slide bolts and permanent path -lift devices in upper track of windows and doors)
20.- Louvered windows may not be used within 12' vertically or 6' horizontally from any walkable surface.
21.- All skylights shall be provided with rated burglary resistant glazing (8-210)
3- GRADE
JOIST, PURLINS 2" TO 4' WIDE, 6 & DEEPER No. 1
BEAMS, PURLINS OVER 4" WIDE No. 1
SUBPURLINS 2" TO 4" WIDE, 6 & DEEPER No. 1
LEDGERS No.2
STUDS 2"x 4" OR Tx 4" STUDS
STUDS 2" x 6" No. 1
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 TRESTED DOUGLAS FIR (PTDF) SILLS SHALL BE BOLTED TO THE FOUNDATION WITH 518"
DIAMETER x 10" LONG BOLTS AT 48' ON CENTER 12" MINIMUM FROM ENDS OR TWO BOLTS MINIMUM PER
PIECE, INLESS OTHERWISE NOTED.
5: STUD WALLS ABUTING A CONCRETE OR MASONRY WALL, SHALL BE BOLTED TO THE WALL WITH 518'
ANCHOR BOLTS AT 24" 01C.
6: ALL NON BEARING STUD WALLS, SHALL BE 2" x STUDS AT 16" 0/C WITH 518" GYP. BOARD EACH SIDE,
UNLESS OTHERWISE NOT
ED.
ED.
7.- ALL STUD WALLS SHALL HAVE
A E FULL HEIGHT 1" x 6" - DIAGONAL LEFT IN BRACES AT ENDS AT INTERVALS
NOT EXCEEDING 25 FEET OIC UNLESS OTHERWISE NOTED ON PLANS, BRACES SHALL COVER A MINIMUM OF
SIX STUD SPACES.
&- COMMON NAILS E SHALL 8 USED.
9.- FIRE BLOCKING 2' x 1 % " THICK, SHALL BE PLACED IN STUD WALLS AT CEILING AND FLOOR LEVELS AT
EACH 10' HEIGHT OF STUDS AND BETWEEN STAIR STRINGERS AT SUPPORTS.
10.- JOISTS SHALL BE BNLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED AT INTERVALS OF 8' WHERE
JOISTS ARE 2' x 12' OR DEEPER,
11.- MAXIMUM UNSUPPORTE HEIGHT FOR NON -BEARING PARTITION SHALL BE:
2" x 4- @ 16" O/C UP TO 14--o"
2" x 6" @ 16" O/C UP TO 20'-0"
2' x 8" @ 16" OIC UP TO 26'-0"
12.- PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS.
13.- BOLTS HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 1/32" AND A MAXIMUM 1/16" LARGER THAN THE
BOLT DIAMETER,
REINFORCING STEEL
1.- REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BEARS AS FOLLOWS:
FOOTING, SLAB ON GRADE, MASONRY AND BENT DOWELLS, TIES:
# 3 BAR AND SMALLER ASTM A- 615 GRADE 40
# 4 BAR AND LARGER ASTM A- 615 GRADE 60
2: DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A-305 AND BENDING IN
ACCORDANCE WITH ACI-318-95.
3-MINIMUM ONCRETE COVER OVER REINFORCING REBAR FOR
(EXCEPT AS NOTED OTHERWISE)
NOT EXPOSED TO WEATHER OR EARTH 1^
EXPOSED TO WEATHER
1 y
EXPOSED TO EARTH
2"
PILASTER, BEAM & COLUMN TIES
1 %
FORMED FOOTING AND WALL EXPOSED TO EARTH 2"
UNIFORMED FOOTING AND WALL EXPOSED TO EARTH 3"
SLAB ON GRADE
2-
4.-SPLICE IN CONCRETE:
MINIMUM OF 36 BAR DIAMETER OR 12' WICHEVER IS GREATER.
5: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND 1-82.
6: ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF ACI 318-95
7: ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS, ETC, SHALL BE SECURED PLACE PRIOR TO
PLACING ANY CONCRETE OR GROUT.
8.- ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-615 GRADE 60.
9.- ALL REINFORCING BAR BENDS SHALL BE MADE COLD
10: ALL REINFORCING BARS SHALL BE FREE FROM GREASE, RUST, MILL SCALE OR ANY OTHER FOREIGN
MATERIAL WISH MAY AFFECT THE BARS ABILITY TO BOND TO THE MORTAR.
II. REINFORCEMENT THAT IS PARTIALLY EMBEDED IN CONCRETE SHALL NOT BE FIELD BENT EXCEPT AS
SPECIFICALLY DETAILED IN THESE DRAWINGS OR WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OF
RECORD.
12.-ALL REINFORCING STEEL SHALL BE PROVIDED AT ALL POUR JOINTS ON THE DRAWINGS, WHERE LAP
AND/OR SPLICE LOCATIONS ARE NOT SPECIFICALLY INIDICATED, 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 WCRSL
14.- CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN V NOR 1 BAR DIA NOR 1x
MAX AGRAGATE SIZE.
BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN DISTANCE BETWEEN
LAYERS 1".
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6'MN 0i5 WIDTH FOR 5/8'! AN(21A(N( ANCHOR LOAD.
MN WIDTH FOR 7/9.0 ANCHORS
8' MN FOR CONC. RDCX
NOTE: FOR USED FOUNDATION USE SSTB FOR TWO POUR SYSTEM
AND EXTEND BOLT BEYOND SILL PLATE ABOVE FLOOR SHEATHING
H OLDOYYiV
"PHD OR HO PER -
PLANS do SIMPSON
CATALOG
DRILL. HOLES
1/16" LARGER
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LOAD CONCRETE
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HD5A
5/8
1-3/4
6
12
4010
HD6, 8A
7/8
1-3/4
8
15
5100, 7460
•1. •
• USE SIMPSON SET EPDXY ICBO #ER5279 OR R.R. #25279
NOTE: FOR RAISED FLOOR USE LONGER BOLTS)
TO EXTEND ABOVE FLOOR SHEATHING
HCLDOWN TO EXIST. FOOTING
0
REVISIONS 1 BY 1
DRAWN
CHECKEO
DATE
SCALE
JOB NO.
SHEET
SD=l
PRINTED ON CLEARPRINT 1000H.