HomeMy WebLinkAboutInitial Plan IPZR2004011 - PlansI
GENERAL NOTES
I. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS.
ELEVATIONS ANO SITE CONDITIONS BEFORE STARTING WORK & NOTIFY THE
ARCHITECT IMEDI1TELY OF ANY DISCREPANCIES.
2. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE
WORMING DRAWING AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE
ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK 50
INVOLVED.
3.
THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICESIN THE AREA TO BE EXCAVATED PRIOR TO EXCAVATION
4. Na PIPES. DUCTS . SLEEVES, CHASES. ETC. SHALL BE PLACED IN SLABS
BEAMS . OR WALLS UNLESS SPECIFICALLY SHOWN DR NOTED. CONTRACTOR
SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATION OF ANY ADDITIONAL
PIPES. DUCTS. ETC.
5. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO TAT REQUIREMENTS
OF THE LATEST EDITION OF UAC. 119971
6. THE FOLLOWING NOTES AND TYPICAL DETAILS APPLY TO ALL ORAWONGS
UNLESS NOTED OTHERWISE.
7. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH
ARCHITECTURAL . MECHANICAL A ELECTRICAL DRAWIGS.
8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OW CONSTRUCTION.
MERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF
SIMILAR CHARACTER TO DETAILS SHOWN. SIMILAR DETAIS OF
CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ARCHITECTAND/OR THE STRUCTURAL ENGINEER.
9. THE CONTRACT DRAWINGS ANO SPECIFICATIONS REPRESNNT THE FINISHED
STRUCTURE . UNLESS OTHERWISE SHOWN . THEY DO NOT INDICATE THE
METHOD OF CONSTRUCTION . THE CONTRACTOR SHALL SUPERVISE AND
DIRECT THE WORK AND HE SMALL BE SOLELY RESPONSIBLE FOR ALL
CONSTRUCTION MEANS, METHODS . TECHNIQUES . SEQUENCES AND PROCEDURES.
OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES O 7NE
ARCHITECT OR ENGINEER DO NOT INCLLOE INSPECTIONS OF THE PROTECTIVE
MEASURES OF THE PROCEDURES FOR SUCH METHODS OF CONSTRUCTION.
ANY SUPPORT SERVICES PERFORMED BY THE ARCHITECT DURING CONSTRUCTION
SMALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION
SERVICES WHICH ARE FURNISHED BY OTHERS . THESE SUPPORT SERVICESWHICH
ARE FURNISHED BY THE ARCHITECT AND/OR ENGINEER WHETHER O
MATERIAL OR WORK . AND WHETHER PERFORMED PRIOR T0, DURING DR AFTER
COWL ET ION OF CONSTRUCTION , ARE PERFORMED SOL ELY FOR THE PURPOSE
ITY CONTROL AND IN ACHIEVING CONFORMANCE WITHOF ASSISTING IN DUAL
CONTRACT DRAWINGS AND SPECIFICATIONS . BUT THEY 00 NOT GUARANTEE
CONTRACTORS PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISIONOF
CONSTRUCTION.
10. ALL ERECTION PROCEDURES SHALL CONFORM , TO OSHA STANDARDS. AN'
DEVIATION MUST BE APPROVED BY OSHA PRIOR TO ERECTION.
II. NOTE5 AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE
GENERAL NOTES.
12. DESIGN , MATERIALS . EQUIPMENT AMC PRODUCTS OTHER THAN THOSE
DESCRIBED BELOW OR INDICATED ON THE DRAWINGS MAY BE CONSIDERED
FOR USE, PROVIDED PRIOR APPROVAL IS OBTAINED FROM THE OWNER.
STRUCTURAL ENGINEER. AID THE APPLICABLE GOVERNING CODE AUTHORITY.
AND THE APPLICABLE GOVERNING CODE AUTHORITY.
13. ALL CONDITIONS SHOWN OR NOTED AS EXISTING ARE BASED ON INFORMATION
CURRENTLY AVAILABLE AT THE TIMEO PREPARATION OF THESE DRAWINGS.ND WARRANTY IS IMPLIED AS TO THE ACCURACY OF SAME. CONTRACTOR IS
TO FIELD VERIFY ALL CONDITIONS . SHOULD CONDITIONS BE DIFFERENT THAN
INDICATED IN THESE DRAWINGS. THE CONTRACTOR SHALL INFORM THE
ARCHITECT OF ANY DISCREPANCIES PRIOR 70 CONTINUING CONSTRUCTION.
14. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATIONPROCEDURES INCLUDING LAGGING . SHORING AND PROTECTION OF ANY
ADJACENT PROPERTY. STRUCTURES , STREETS AND UTILITIES IN ACCORDANCE
WITH ALL NATIONAL. STATE AND LOCAL SAFETY ORDINANCES.
IS. THE
FINAL
INSOLATION SMALL MEET THE MIN. REGUIRENINT
OF THE TITLE 24, CAL. ADMIN . CODE-ENERGY CONSERVATION
CEILING: 8301 WALLS: R13
I6. SQUARE FOOTAGE OF RESIDENCE: XXXX
11. SQUARE FOOTAGE O GARAGE; XXX
16. SQUARE FOOTAGE OF NEW CONSTRUCTION: XKX
19. SQUARE FOOTAGE OF PROPERTY BEFORE NEW' CONSTRUCTION: TXXX
20. SQUARE FDOTAGE OF PROPERTY AFTER NEW CONSTRUCTION: XXXX
21. SQUARE FOOTAGE OF BALCONY: XXX/NA
22. ROOFING MATERIAL : ASPHALT COMPOS17 00N SHINGLES OVER WATER PROOF
MEMBRANE . COLOR TO MATCH EXISTING RUDF. CLASS B MIN.
23. ALL RDO FASTENERS SMALL BE INSTALLED PER MANUFACTURER INSTRUCTIONSAND SHALL RESISTWIND LOADS O 80 MPH.
24. OCCUPANCY GROUP : R3. CONSTRUCTION TYPE: V-N
FOUNDATION NOTES
1. FINISHED EXCAVATIONS FOR FOUNDATION SMALL BE NEAT AND TRUE WITH
ALL LOOSE MATERIAL AND STANDING WATER REMOVED FROM EXCAVATION.
2. FOUNDATION SHALL BE OF THE SIZE AND TYPE AS INDICATED ON THE DRAWINGS.
3.ALL EXISTING FULL SOIL AND DISTURBED NATURAL SOIL ARE TO BE EXCAVATED
AND REPLACED WITH PROPERLY COMPACTED FILL . ALL FILLING. BACKFILL ING.
RECOPACTIOI . ETC. IS TO BE PLACED PER UBC REQUIREMENTS . PLACED PER
UBC REOUIREMENTS.
/. ALL EXCAVATIONS ARE TO BE INSPECTED AMD APPROVED By THE BUILDING
DEPARTMENT PRIOR TO THE PLACEMENT O ANY FILL OR REINFORCING STEEL.
OR REINFORCING STEEL.
5. FOOTINGS ARE TO BE CARRIED INTO FIRM. UNDISTURBED NATURAL SOIL
OR APPROVED COMPACTED FILL A. MINIMUM O IB" BELOW ADJACENT GRADEDR FINISH FLOOR . WHICHEVER IS LOWER.
6. DESIGN BEARING PRESSURE IS IODOpef WITH A 33% INCREASE
1. FOR SEISMIC
OR
WIND FOOTINGS . IUBC MIN . I. DESIGN LATERAL BEARING
PRESSURE S ISC=BA IUBC MINI.
8. DESIGN COFFICIENS OF FRICTION IS .25 IUBC MIN. 1..
REINFORCING STEEL NOTES
1. REINFORCING STEEL SHALL CONFORM TO ASTM A-615. GRADE 40 FOR W3 AND
SMALLER. GRADE 60 FOR W4 AND LARGER.
2, REINFORCING FABRIC SHAL L CONFORM 10 ASTM A-165 AID SHAL L LAP 1 1/2
SPACES 112"MIN., AT JOINTS.
3. REINFORCING DETAILING. BENDING AND PLACING SHALL CONFORM TO ACI 315.
4. WELDING OF RE INFBBC ING SHALL CONFORM TO AWS 01.4.
5. LAPS AT BAR SPL ICES SHALL BE 36 BAR DIR . OR 12- MINIMUM FOR CONCRETE
d 48 BAR DI A. OR IN' FOR MASONRY IU. N. 0. 1.
6. VERTICAL BARS IN WALLS SHALL BE ACCURATELY POSITIONED AT THE CENTER
OF THE WALL, UNLESS NOTED OTHERWISE. & TIED AT THE TOP B. BOTTOM d
AT INTERVALS NOT TO EXCEED 192 BAR DI A.
7. ALL REINFORCING STEEL. REINFORCING DOWELS. ANCHOR BOLTS. INSERTS,
ETC. SMALL BE SECURED IN PLACE PRIOR TO PLACING ANY CONCRETE OR
GROUT FURNISH NO TIES AT APPROXIMATELY 36' O.C. IN ALL BEANS A.
FOOTINGS TO SECURE THE PRINCIPLE REIMORCEMENT. UNLESS NOTED OTHERWISE.
WHEN REINFORCING IS TO BE WELDED. THE STEEL SHALL COMPLY WITH
ASTM A-ION. THE USE OF STEEL COMPLYING *(IN ASTM A-615.
S
REINFORCING STEEL NOTES pow.)
B. MAY BE SUBSTITUTED. PROVIDING THIS STEEL MEETS THE CHEMICAL EQUIVALENT
REOUIRBMENTS & CHEMISTRY LIMITS OF ASTM A-7G6.
9. VERTICAL REINFORCING SHALL HAVE NO SPLICES EXCEPT AT THE FOUNDATION,
UNLESS NOTED OTHERWISE.
10. MINIMA CLEAR DISTANCE BETWEEN REINFORCING STEEL. INCLUDING SLICED
AREA. SHALL BE I' OR 111 BAR DIAMETER WHICHEVER IS GREATER. MIN MUM
CLEAR DISTANCE AT COLUMNS SMALL BE 11/2'OR 1 1/2 BAR DIAMETERS
WHICH AVER IS GREATER.
IT. MINIMUM CONCRETE COVER AGE ; THE MINIMUM CLEAR DISTANCES BETWEEN
REINFORCING STEEL AND FACE OF CONCRETE SHALL BE
MAINTAINED UNLESS NOTED OTHERWISE:
SLABS ON EARTH ............................... CENTER O SLAB
CONCRETE BELOW GRADE. FORMED ................. 2'
CONCRETE BELOW GRADE. UNFORMED
POURED AGAINST EARTH .........................
12. DOWELS FOR WALLS AND COLUMNS SHALL MATCH THE SITE d SPACING OF
WALL 0A COLUMN REINFORCING
&
SHALL LAP WITH THE NALL REINFORCING
STEEL PER NOTES. UNLESS NOTED OTHERWISE.
13. NO HEATING O THE REINFORCING BARS SHALL BE DONE PRIOR TO BENDING.
REINFORCED CONCRETE NOTES
I. CEMENT SHALL CONFORM TO A.S.T.M. C-ISO TYPE V WITH A PATER/CEMENT
RATIO H OHS.
Z. AGGREGATES SHALL CONFORM TO A.S.T.M. C-33 FOR NORMAL WEIGHT CONCRETE
A A. S.T.M, C-33D FOR LIGHTWEIGHT CONCRETE WITH PROVEN SHRINKAGE
CHARACTERISTICS OF LESS THAN 0.05%.
3.AEAOY NIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH
A.S.T.M. C-94.
A. ADMIXTURES MAY BE USED WITH THE APPROVAL OF THE STRUCTURAL ENGINEER.
ADMIXTURES USED TO INCREASE THE WORKABILITY OF THE CONCRETE SHALL
NOT BE CONSIDERED TO REDUCE THE CEMENT CONTENT.
5. REFER TO ARCHITECTURAL PLANS FOR MOULDS. GROOVES. CLIPS, ORNAMENTS
OR TEXTURES REWIRED TO BE CAST INTO THE CONCRETE AND FOR THE
LOCATION OF DEPRESSIONS. CURBS AND RAMPS. ETC.
6. CONCRETE FORM TOLERANCES SHALL BE WITHIN THE STANDARDS OF THE A.C.I.
7. ALL REINFORCING STEEL. ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL
BE SECLOE0 IN POSITION AND INSPECTED BY THE LOCAL BUILDING OFFICIAL
PRIOR TO THE PLACING OF CONCRETE.
B. LOCATION OF ALL CONSTRUCTION JOINTS SPECIFICALLY INDICATED IN THE
PLANS, SHALL BE REVIEWED BY THE ARCHITECT ANT/OR ENGINEER PRIOR
TO PLACING AND ORDERING OF ANY CONCRETE. JOINTS SHALL BE LOCATED
TO MINIMIZE EFFECTS OF SHRINKAGE AND STRESS.
9. CONC. FLOOR SLAB VARIATION FROM LEVEL TO 1/8' IN 10 FEET, VAX.
10. FLASH IS NOT ACCEPTABLE.
11. ALL EXPOSED CONCRETE SHALL BE SPRAYED WITH A CURING COMPOUND AT
THE RECOMMENCED RATE OF THE MANUFACTURER IMMEDIATELY AFTER FINISHING.
THE CURING COPWND SHALL COMPLY WITH A. S. T. N. 0-309. THE CURING
PROCEDURE SMALL REMAIN IN EFFECT FOR III DAYS MINIMUM. OTHER METHODSOF CURING NAY BE USED PER A.C.I. 308.
12. PLACEMENT OF CONCRETE SMALL CONFORM TO A.L.I. 301.
13. MAXIMUM SLUMP SHALL NOT EXCEED 4" IN FLATNORK.
14. NO PIPES OR DUCTS ARE TO BE PLACED IN CONCRETE SLAB OR WALLS UNLESS
SPECIFICALLY DETAILED.
15. MINIM UM COMPRESSIVE STRENGTH OF CONCRETE SHALL BE AS FOLLOWS:
• PAD FOOTINGS ................ 150 PCF f'Pd500 pat 8 28 DAYS
A SLAB ON GRADE ................ 150 PCF f'a-4500 CAT D 2B DAYS
14000 pal USED IN DESIGN THUS CONT. INSPECTION IS NOT RED'O.I
WOOD FRAMING NOTES
1. TOP PLATE OF ALL STUD WALLS SHALL BE 2 PIECES THE SAME SIZE AS STUDS.
SPLICES TO LAP 4'-0" MINIMUM AND BE NAILED WITH 12 - 16d MINIMUM EACH
S1 0E OF JOINT.
2. BOLT MULES IN WOOD SHALL BE 1/32 ' TO IT16" LARGER THAN THE NOMINAL
BOLT DIAMETER . ALL SOTS SHALL HAVE STANDARD CUT WASHER UNDER HEAD
AMC
NUT UNLESS NOTED OTHERWISE.
3. PROVIDE 2X SOL ID BLOCKING BETWEEN JOISTS AMC RAFTERS AT ALL SUPPORTS.
BLOCKING SMALL BE ONE PIECE AND THE FULL DEPTH O THE JOIST OR RAFTER.
4. PROVIDE I X 6 DIAGO4AL LET IN DANCING I AT APPROX. 45 OEGREESI EVERY
25'-0' MMO I MUM IN ALL STUD WALLS NOT PLY
0000 SHEATHED. BRACING SHALL
RUN CONTINUOUS FROM SILL PLATE TO TOP PLATE.
5. PROVIDE FIRE STOPS AT ALL INTERSECTIONS CF SLID WALLS AT FLOOR. CEILING
CEILING AND ROOF. FIRE STOPS SHALL BE THE FULL WIDTH OF THE ENCLOSED
SPACE. PLACE FIRE STOPS AT A MAXIMUM OF B'-0' 0!C IN THE SPACES.
VERT CIALLY' AND HORIZONTALLY. ANO AT A MAXIMUM SPACING OF B'-0' IN
EACH DIRECTION AND AT THE SAME LINES AS FIRE STOPS IN ADJACENT WALLS.
6. ALL BOLTS SMALL BE RETIGHTENEO PRIOR 70 THE APPLICATION OF SHEATHING,PLASTER. ETC.
1. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED
DOUGLAS FIR.
8. WOOD STUDS MAY BE NOTCHED TO A DEPTH O 25% OF WIDTH MAXUDM. EXCEPT
INTERIOR NONBEARING STUDS WHICH WAY BE NOTCHED TO 40% O WIDTH MAXIMUM.
STUDS MAY BE BORED TO 401 OF WIDTH MAXIMUM EXCEPT INTERIOR NONBEARING
STUDS AND DOUBLE BEARING STUDS (PROVIDED NO MOTE THAN TWO SUCCESSIVEDOUBLED STUDS ARE DORED) WHICH WAY BE BORED TO 60% OF WIDTH MAXIMUM.BRED I WHICH MAYBE BORED TO 60% OF WIDTH MAXIMUM. BORED HOLES SHALL
NOT BE LOCATED AT THE SAM SECTION O A STUD AS M CUT OR A NOTCH.
IN NO CASE SHALL THE EDGE OF A BORED HOLE BE NEATER THAN 5/B' TOTHE EDGE OF A STUB.
9. ALL NAILS SHALL BE COMMON. NAILING SHALL BE PER CHAPTER 23 OF
THE UNIFORM BUILDING CODE.
ID. ALL N000 MEMBERS SHALL BE DOUGLAS FIR OR LARCH AS GRADE WAKED BYTHE W.C.L.A.
II. PLYWOOD SHEATHING SHALL BE DOUGLAS-FIR CONFORMING TO COM.EACIAL
PRODUCTS STANDARD PS-I AND SHALL BE GRADE MARKED IN ACCORDANCE
WITH A.P.A. ALL PLYWOOD SHALL BE CLASSIFIED AS EXPOSURE 1.
12. CUTTING. NOTCHING. OR DRILLING OF STRUCTURAL MISERS , TO BE PERMITTED
ONLY AS DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER.
13. ALL SILL BOLTS SHALL BE PLACED 9 INCHES FROM THE END O FA BOARD OR
FROM A NOTCH AND SPLICED AT INTERVALS NOTED ON THE PLANS.
14. ALL FRAMIING ANCHORS. POST CAPS. COLUMN BASES. HOLDOYNS. STRAPS, FRAMING
CLIPS, ETC. SHALL BE AS MANUFACTURED BY "SIMPSON COMPANY".
15. PROVIDE BLOCKING AND BRIDGING PER U.B.C.
16. PRE DRILL FOR NAILING WEN NAIL SPACING RESULTS IN THE WOOD SPLITTING.
IT. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR LARCH OF THE FOLLOWING
GRADES. CONFORMING TO STANDARD GRADING RULES FOR NEST COAST LUMBER.
NO. 16 UNLESS NOTED OTHERWISE:
RAFTERS. AND JOISTS ............................ NO. I.
BEAMS. HEADERS AND STRINGERS ................... MD. I.
POSTS ANO TIMBERS ............................. ND. I.
2 X 4 JOISTS AND RAF TEAS ................ .......NO. I.
STUBS. BLOCKING AND STRIPPING .................. HO. 2.
SQ FOOTAGE OF STRUCTURE
ACCESSORS PARCEL NO.:
CONSTRUCTION TYPE : V-N
OCCUPANCY GROUP: R3N1
EXISTING STRUCTURE
FIRST FLOOR : 893 sq.fL
SECOND FLOOR: 1494 sq.ft.
THIRD FLOOR : 193 sq.fT.
TOTAL: 2580 sq.ft.
GARAGE: 421 sq.ft.
TOTAL: 3001 sq.IL
PROPOSEDADDITION : 184
TOTAL : 3185 sq.ft.
58% lot Coverage
LEGEND
Walls: -
New Construction: f
Roof line: - -
Property Lines: ---------
Sidewalk/Curb:
Walkways:
TOP.
TIP.
(E I SLAB
BALCONY
EXTENT ION
XE 4(,;
U
•• 1/ Y1 Kos" I]AwR;
ALLEY
3' -2'
12'-10"
SECOND FLOORROOM EXTENTION
SIDE WALK
PARKWAY
CURB
CIO
REV.
LEVEL DESCRIPTION
INITIAL RELEASE
SHEET INDEX
A-I TITLE SHEET AND SITE
A-2 FOUNDAT ION
A-3 FOUNDATION DETAILS
A-4 FLOOR PLAN
A-S ELEVATION PLAN
A-6 BUILDING SECTIONS
A-I ROOF ING PLAN
A-B UTILITY PLAN
A-9 SCHEDULES
A-IS TITLE 24
Legend:WALLS:
NEW CONSTRUCTION:
PROPERTY LINES:
SIDEWALK/CURB:
WALKWAYS:
ROOF LIME
PROPERTY OWNER BY.
INITIAL
Ken Bitting
228 9th Street
Huntington Beach, CA 92646
(714) 960-7056
ARCHITECT OR ENGINEER CERTIFICATION:
h i •.•
T' WL{I
At,* 0
SITE
LEGAL DESCRIPTION:
Tract: XXX
Block: XXX
Lot: XXX
•
•
•
•
•
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SECOND FLOORWALL
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SECOND FLOOR
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SECOND FLOOR TO/NEO
GARAGE
22'-2'
Lot size: 2875 ft2
LL I
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FAMILY ROOM
FIRST FLOOR
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LEVEL.DESORPTION
INITIAL RELEASE
LEGEND:
EXISTING
NEW CONSTRUCTION
DEMO WALLS
INITIAL
•
PROPERTY OWNER BY-0
Ken Bittin
228 9th Street' ' •
Huntington Beach; VX92646
(714) 960-705CI
•....• •
ARCHITECT OR ENGINEER CEM 0- ION:
LEGAL DESCRIKION:
Tract: XXXX
Lot: XXX
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DESCRPTION
INITIAL RELEASE
PROPERTY OWNER BY.
INRIAL
Ken Bitting :::
228 9th Street •••
Huntington Beach,, CA 92646°
(714) 960-7056 •:'
ARCHITECT OR ENGINEER CERTIFICATION:
LEGAL DESCRIPTION:
Tract: XXXX
Lot: XXX
SCALE 114"= 1 '-0" DO NOT SCALE DRAVVING
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A-4
GENERAL NOTES
1. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS.
ELEVATIONS AND SITE CONDITIONS BEFORE STARTING WORK U NOTIFY THE
ARCHITECT IMEDIX TELY OF ANY DISCREPANCIES.
2. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE
WORN ING DRAWING AND/OR SPECIFICATIONS SHALL BE WROUGHT TO THE
ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE MOM( SOINVOLVED.
3. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF WTILITY SERVICES
IN THE AREA TO BE EXCAVATED PRIOR TO EXCAVATION
4. NO PIPES. DUCTS . SLEEVES . CHASES, ETC. SHALL BE PLACED IN SLABS
BEAMS . OR WALLS UNLESS SPECIFICALLY SHOWN OR NOTED. CONTRACTOR
SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATION OF ANY ADDITIONAL
PIPES. DUCTS. ETC.
S. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS
OF THE LATEST EDITION OF LOC. 119971
6. THE FOLLOWING NOTES AND TYPICAL DETAILS APPLY TO ALL DRAWINGS
UNLESS NOTED OTHERWISE.
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH
ARCHITECTURAL . MECHANICAL A ELECTRICAL CRAVINGS.
B. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.
WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OFSIMILAR CHARACTER TO DETAILS SHOWN . SIMILAR DETAIS OF
CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW Br THE ARCHITECT
AND/OR THE STRUCTURAL ENGINEER.
9. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESONT THE FINISHED
STRUCTURE . UNLESS OTHERWISE SHOMN , THEY DO NOT INDICATE THE
METHOD OF CONSTRUCTION . THE CONTRACTOR SHALL SUPERVISE AND
DIRECT THE WORK AND HE SHALL BE SOLELY RESPONSIBLE FOR ALL
CONSTRUCTION MEANS . METHODS. TECHNIQUES , SEQUENCES AND PROCEDURES.
OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE
ARCHITECT OR ENGINEER 00 NOT INCLUDE INSPECTIONS OF THE PROTECTIVE
MEASURES OF TAE PROCEDURES FOR SUCH METHODS OF CONSTRUCTION,
ANY SUPPORT SERVICES PERFORMED BY THE ARCHITECT DURING CO NSTRUCTION
SHALL BE DISTINGUISHED FROM CONTINUOUS AMC DETAILED INSPECTION
SERVICES WHICH ARE FURNISHED Br OTHERS. THESE SUPPORT SERVICES
WHICH ARE FURNISHED BY THE ARCHITECT AND/DR ENGINEER WHETHER OF
MATERIAL OR WORK, AND WHETHER PERFORMED PRIOR TW, DURING OR AFTER
COM'LET ION OF CONSTRUCTION , ARE PERFORMED SOLELY FOR THE PURPOSE
OF ASSISTING IN
DUAL
DUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH
CONTRACT DRAWINGS AND SPECIFICATIONS . BUT THEY 00 NOT GUARANTEE
CONTRACTORS PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION
OF CONSTRUCTION.
10. ALL ERECTION PROCEDURES SHALL COIFORMI TO OSHA STANDARDS. ANY
DEVIATION RUST BE APPROVED BY OSHA PRIOR TO ERECTION.
11. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE
GENERAL NOTES.
NT AND PRODUCTS OTHER THAN THOSE12. DESIGN , MATERIALS , EQUIPME
DESCRIBED BELON OA INDICATED ON THE DRAWINGS MAY BE CONSIDERED
FOR USE, PROVIDED PRIOR APPROVAL IS OBTAINED FROM THE OWNER.
STRUCTURAL ENGINEER, AND THE APPLICABLE COVEFING CODE AUTHORITY.
AND THE APPLICABLE GOVERNING CODE AUTHORITY.
13. ALL CONDITIONS SHOWN OR NOTED AS EXISTING ARE BASED ON INFORMATION
CURRENTLY AVAILABLE AT THE TIM PREPARATION OF THESE DRAWINGS.
NO WARRANTY IS IMPLIED AS i0 THEOFACCURACY O SAME . CONTRACTOR IS
TO FIELD VERIFY ALL CONDITIONS . SHOULD CONDITIONS BE DIFFERENT THAN
ING ICATED IN THESE DRAWINGS , THE CONTRACTOR SHALL INFORM THE
ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONTINUING CONSTRUCTION.
1J, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION
PROCEDURES INCLUDING LAGGING. SHORING AND PROTECTION OF ANY
ADJACENT PROPEAIY , STRUCTURES . STREETS AND UTILITIES IN ACCORDANCE
WITH ALL NATIONAL , STATE AND LOCAL SAFETY ORDINANCES.
15. THERMAL INSULATION SHALL MEET THE MIN . REQUIREMENT
OF THE TITLE 21. CAL. ADMIN . CODE -ENERGY CONSERVATION
CEILING: R30: WALLS: R13
16. SQUARE FOOTAGE OF RESIDENCE: XXXX
17. SOOARE FOOTAGE OF GARAGE: NXX18
. SQUARE FOOTAGE OF NEW CONSTRUCTION: XXX
19. SQUARE FOOTAGE OF PROPERTY BEFORE MEW CONSTRUCTION: %XXX
20. SQUARE FOOTAGE OF PROPERTY AFTER NEW CONSTRUCTION: X%XX
21. SQUARE FOOTAGE OF BALCONY : %XX/NA22, BOOING MATERIAL: ASPHALT COMPOSITION SHINGLES EVER WATER PROOFMEMBRANE. COLOR TO MATCH EXISTING ROOF. CLASS B MIN.
23. ALL ROOF FASTENERS SHALL BE INSTALLED PER MANUFACTURER INSTRUCTIONSAIM SHALL RESISTWIND LOADS OF 80 MPH.
21. OCCUPANCY GROUP: R3. CONSTRUCTION TYPE: V-N
FOUNDATION NOTES
1. FINISHED EXCAVATIONS FOR FOUNDATION SHALL BE NEAT AND TRUE WITH
ALL LOUSE MATERIAL AND STANDING WATER REMOVED FROM EXCAVATION.
2. FOUNDATION SHALL
BE
OF THE 517E AND TYPE AS INDICATED ON THE DRAWINGS.
SOIL ARE TO BE EXCAVATED3. ALL EXISTING FULL SOIL AND DISTURBED NATLNAL
ANC REPLACED WITH PROPERLY COPACTE0 FILL. ALL FILLING. BACKFILLING.
RECOAPAC7 ION. ETC. IS TO BE PLACED PER UEIC REOUIREMENTS . PLACED PER
LIBC REQUIREMENTS.
4. ALL EXCAVATIONS ARE TO BE INSPECTED AND APPROVED By THE BUILDING
DEPARTMENT PRIOR TD THE PLACEMENT OF ANY FILL OR REINFORCING STEEL.
OR REINFORCING STEEL.
5. FOOTINGS ARE TO BE CARRIED INTO FIRM , UNDISTURBED NATURAL SOIL
OR APPROVED COMPACTED FILL A MINIMUM OF 10" BELOW ADJACENT GRADE
OR FINISH FLOOR . "WHICHEVER IS LOWER.
6. DESIGN BEARING PRESSURE IS IOOOAWf WITW A 33% INCREASE
1. FDA SEISM
IC OR WINO FOOTINGS . [ARC MIN . I. DESIGN LATERAL BEARINGPRESSURE S
1501 4
E
MIN. I.
8. DESIGN COEFFICIENT OF FRICTION I5 .25 IUBC MIN.[..
REINFORCING STEEL NOTES
1. REINFORCING STEEL SHALL CONFORM TO ASTM A-615. GRADE 40 FOR 13 AND
SMALLER . GRACE 60 FOR W4 AND LARGER.
2. REINFORCING FABRIC SHALL CONFORM TO ASTM A-185 AND SHALL LAP 11/2SPACES 112IN.[ JOINTS.3.M
EINL OAC INL [NET AlL AT . BENDING AND PLACING SHALL CONFORM TO ACI 315.
4. WELDING OF REINFORCING SHALL CONFORM TO AWS 01.4.
S. LAPS AT BAR SP. ICES SHALL BE 36 BAR DIA. OR 12' MINIMUM FOR CONCRETE
& 48 BAR CIA . OR 18' FOR MASONRY LU.N.D. I.
6. VERTICAL BARS IN WALLS SHALL BE ACCURATELY POSITIONED AT THE CENTER
OF
THE WALL. UNLESS NOTED OTHERWISE. 6 TIED AT THE TOP A BOTTOM A
AT INTERVALS NOT TO EXCEED 192 BAR DIA.
7. ALL REINFORCING STEEL, REINFORCING DOWELS. ANCHOR BOLTS, INSERTS.
ETC.SH ALL BE SECURED IN PLACE PRIOR TO PLACING ANY CONCRETE OR
GROUT FURNISH .3 TIES AT APPROXIMATELY 36" D.C. IN ALL BEANS 8
FOOTINGS. TO SECURE THE PRINCIPLE REINFORCEMENT, UNLESS NOTED OTHERWISE.
WHEN REINFORCING IS TO BE WELDED, THE STEEL SHALL COMPLY WITH
ASTM A-706.THE USE OF STEEL COMPLYING WITH ASTM A-615.
F
REINFORCING STEEL NOTES (CONT.)
S. MAY RE SUBSTITUTED . PROVIDING THIS STEEL MEETS THE CHEMICAL EQUIVALENT
REOUIROMENTS & CHEMISTRY LIMITS OF ASTU A-T06.
S. VERTICAL REINFORCING SHALL HAVE NO SPLICES EXCEPT AT THE FOUNDATION.
UNLESS NOTED OTHERWISE.
10. MINIMA CLEAR DISTANCE BETWEEN REINFORCING STEEL. INCLUDING SPLICED
AREA. SHALL BE I' OR 111 BAR DIAMETER WHICHEVER IS GREATER . MINIMUM
CLEAR DISTANCE AT COLUMNS SHALL BE I I/2'OR 1 I/2 BAR DIAMETERS
WHICH OVER IS GREATER.
IT. MINIMUM CONCRETE COVER AGE: THE MINIMUM CLEAR DISTANCES BETWEEN
REINFORCING STEEL AND FACE OF CONCRE TO SHALL BE
MAINTAINED UNLESS NOTED OTHERWISE:
SLABS ON EARTH ...............................CENTER OF SLAB
CONCRETE BELOW GRADE. FORMED ..................'
CONCRETE BELOW GRADE. UNFORMED
POURED AGAINST EARTH ......................... 3'
11. DOWELS FOR WALLS AND COUMN6 SHALL MATCH THE
S)
2E 4. SPACING OF
WALL OR COLUMN REINFORCING A SHALL LAP WITH THE WALL REINFORCING
STEEL HER NOTES . UNLESS NOTED OTHERWISE.
13. NO HEATING OF THE REINFORCING BARS SHALL BE DONE PRIOR TO BENDING.
REINFORCED CONCRETE NOTES
NT SHALL CONFO RM TO AS. i. N. C-ISO TYPE V WITH A WATER/CEMENTt. CEME
RATIO A 0.45.
2. AGGREGATES SHALL CONFORM TO A.S. T.N. C-33 FOR NORMAL WEIGHT CONCRETE
A A.S.T.M . C-330 FOR LIGHTWEIGHT CONCRETE WITH PROVEN SHRINKAGE
CHARACT ERISTICS OF LESS THAN 0.05%.
3.REAOY MIX CONCRETE SHALL BE.MIXED AND DELIVERED IN ACCORDANCE WITH
A.S.T.M. C-NA.
4. ADMIXTURES MAY BE USED WITH THE APPROVAL OF THE STRUCTURAL ENGINEER.
ADMIXTURES USED TO INCREASE THE WORKABILITY OF THE CONCRETE SHALL
NOT BE CONSIDERED TO REDUCE THE CEMENT CONTENT.
5. REFER TO ARCHITECTURAL PLANS FOR MOULDS. GROOVES. CLIPS . ORNAMENTS
OR TEXTURES REQUIRED TO BE CAST INTO THE CONCRETE AND FOR THE
LOCATION OF DEPRESSIONS . CURBS AND RAMPS, ETC.
6. CONCRETE FORM TOLERANCES SHALL BE WITHIN THE STANDARDS OF THE A.C.I.
7. ALL REINFORCING STEEL. ANCHOR BOLTS. DOWELS AND OTHER INSERTS SMALL
BE
SEC ED IN POSITION AND INSPECTED BY THE LOCAL GUILDING OFFICIAL
PRIOR TO THE PLACING OF CONCRETE.
8. LOCATION OF ALL CONSTRUCTION JOINTS SPECIFICALLY INDICATED IN THE
PLANS, SHALL BE REVIEWED BY THE ARCHITECT AND/OR ENGINEER PRIOR
TO PLACING AND ORDERING OF ANY CONCRETE . JOINTS SHALL BE LOCATED
10 MINIMIZE EFFECTS OF SHRINKAGE AND STRESS.
9. CONC. FLOOR SLAB VARIATION FROM LEVEL TO 1/8" IN 10 FEET. MAX.
TO. FLASH IS NOT ACCEPTABLE.
11. ALL EXPOSED CONCRETE SHALL BE SPRAYED WITH A CURING COMPOUND AT
THE RECOMMENDED RATE OF THE MANUFACTURER IMMEDIATELY AFTER FINISHING.
THE CURING COMPOUND SHALL COMPLY WITH A. S.T.M. C-309 . THE CURING
PROCEDLWE SHALL REMAIN IN EFFECT FOR 171 DAYS MINIMUM . OTHER METHODS
OF CURING MAY BE USED PER A.C.I. 308.
12. PLACEMENT OF CONCRETE SMALL CONFORM TO A.C.I. 301.
13. MAXIMUM SLUMP SHALL ROT EXCEED 4' IN FLATWORK.
14. NO PIPES OR DUCTS ARE TO BE PLACED IN CONCRETE SLAB OR WALLS UNLESS
SPECIFICALLY DETAILED.
15. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE SHALL BE AS FOLLOWS:
A PAD FOOTINGS ................. 150 PCF f'G=4500 LMT a 28 DAYS
A SLAB ON GRADE ................ 150 PCF f'om4500 PAT o 28 DAYS
(02000 psi USED IN DESIGN THUS CONT. INSPECTION IS NOT AEG'O.I
WOOD FRAMING NOTES
1, TOP PLATE OF ALL STUD WALLS SHALL BE 2 PIECES THE SAME SIZE AS STUDS.SPLICES TO LAP 4'-0' MINIMUM AND BE NAILED WITH 12 - 160 MINIMUM EACH
SIDE OF JOINT.
2. BOLT HOLES IN WOOD SHALL BE 1/32" TO 1116' LARGER THAN THE NOMINAL
BOL7 DIAMETER . ALL BOLTS SHALL HAVE STANDARD CUT WASHER UNDER HEAD
AND NUT UNLESS NOTED OTHERWISE.
3. PROVIDE 2X SOL ID BLOCKING BETWEEN JOISTS AND RAFTERS AT ALL SUPPORTS.
BLOCKING SHALL BE ONE PIECE AND THE FULL DEPTH OF THE JOIST OR RAFTER.
/.PROVIDE I X 6 DIAGONAL LET IN BRACING I AT APPROX. 45 DEGREES[ EVERY
25'-0 ' MMXIMN IN ALL STUD WALLS NOT PLYWOOD SHEATHED. BRACING SHALL
RUN CONTINUOUS FROA SILL PLATE TO TOP PLATE.
5. PROVIDE FIRE STOPS AT ALL INTERSECTIONS OF STUD WALLS AT FLOM . CEILING
CEILING ARE ROOF. FIRE STOPS SHALL BE THE FUL L WIDTH OF THE ENCLOSED
SPACE. PLACE FIRE STOPS AT A MAXIMUM OFR'-O' 0/C N THE SPACES.
VERTICALLY AND HORIZONTALLY . AND AT A MAXI MN SPACING OF 8'-0' IN
EACH DIRECTION AND AT THE SAME LINES AS FIRE STOPS IN ADJACENT WALLS.
6. ALL BOLTS SHALL BE RETIGHTEMD PRIOR TO THE APPLICATION OF SHEATHING,
PLASTER. ETC.
7. ALL WOOD BEARING ON CONCRETE OF MASONRY SHALL BE PRESSURE TREATED
DOUGLAS FIR.
252 OF WIDTH MAXIMUM , EXCEPT8. WORD STUDS MAY BE NOICNEO TO A DEPTH OFINTERIOR NONBEARING STUDS WHICH MAY BE NOTCHED TO 40% OF WIDTH MAXIMUM.
STUDS ANY BE BORED TO 40%
OF
WIDTH MAXIMUM EXCEPT INTERIOR NONBEARING
STUDS AND DOUBLE BEARING STUDS (PROVIDED NO MORE THAN IWO SUCCESSIVE
DOUBLED STUDS ARE
BORED)
WHICH MAY BE BORED TO 60% OF WIDTH MAXIMUM.
BOEDI WHICH MAY BE BORED TO 60% OF WIDTH MAXIMUM. BORED HOLES SHALL
NOT BE LOCATED AT THE SAME SECTION OF A STUD AS A CUT OR A NOTCH.
IN NO CASE SHALL THE EDGE OF A BORED HOE BE NEARER THAN 5/B' TO
A STUCI.THE EDGE
OF9. ALL NAILS SHALL BE COMMON . NAILING SHALL BE PER CHAPTER 23 OF
THE UNIFORM BUILDING CODE.
I0. ALL W000 MEMBERS SHALL BE DOUGLAS FIR OR LARCH AS GRADE MARKED BY
THE W.C.L.A.
IT. PLYWOOD SHEATHING SHALL BE DOUGLAS-FIR CONFORMING TO COMMERCIAL
PRODUCTS STANDARD PS-I ANO SHALL BE GRADE MARKED IN ACCORDANCE
WITH A.P.A. ALL PLYWOOD SHALL BE CLASSIFIED AS EXPOSURE 1.
12. CUTTING. NOTCHING. OR DRILLING OF STRUCTURAL MEMBERS, TO BE PERMITTED
ONLY AS DETAILED CA APPROVED BY THE STRUCTURAL ENGINEER.
13. ALL SILL BOLTS SHALL BE PLACED 9 INCHES FROM THE END OF A BOARD OR
FROM A NOTCH AND SPLICED AT INTERVALS NOTED ON THE PLANS.
14. ALL FHBMIINC ANCHORS. POST CAPS. COLUMN BASES. HOUORNS. STRAPS. FRAMING
CLIPS. ETC. SHALL BE AS MANUFACTURED BY 'SIMPSON COMPANY".
15. PROVIDE BLOC KING AND BRIDGING PER U.B.C.
16. PRE DRILL FOR NAILING WREN NAIL SPACING RESULTS IN THE WOOD SPLITTING.
17. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR LARCH OF THE FOLLOWING
GRACES- CONFORMING TO STANDARD GRADING RULES FOR WEST COAST LUMBER.
N0. 16 UNLESS NOTED OTHERWISE:
RAFTERS. AND JOISTS ............................ NO. I.
E.S. BHEADERS AND STRINGERS ... ... ....... ...... NO. 1.
POST'S AND 71 MBE A5 .............. ............... NO. I.
2 X 4 JOISTS AND RAFTERS .......................NO. I.
STUDS. BLOCKING AND STRIPPING .................. NO. 2.
SQ FOOTAGE OF STRUCTURE
ACCESSORS PARCEL NO.:
CONSTRUCTION TYPE : V-N
OCCUPANCY GROUP: R3N1
EXISTING STRUCTURE
FIRST FLOOR : 893 sq.fL
SECOND FLOOR : 1494 sq.ft.
THIRD FLOOR : 193 sq.ft.
TOTAL : 2580 sq.fL
GARAGE: 421 sq.ft.
TOTAL: 3001 sq.ft
PROPOSED ADDITION : 184
TOTAL : 3185 sq.ft.
58% lot mvele"J
LEGEND
Walls:
New Construction:
Roof line: ------
Property Lines: ---------
Sidewalk/Curb:
Walkways:
•
TIP.
TIP.
ALLEY
PABf RtOPE T LIRE
FIRST FL
WALL
- THIRDFLOOR
ROOM EXTENTION
13'-2'
(E )SLAB_
12'-10"
SECOND FLOORROOM EXTENTION
/
FIRST FLOOR
S.'WALL
ROOF ARO
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BALCONY
EXIENTION.
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NINTH STREET
REV.
LEVEL DESCRIPNON
INITIAL RELEASE
SHEET INDEX
A-I TITLE SHEET AND SITE
A-2 FOUNDATION
A-3 FOINDAT ION DETAILS
A-A FLOOR PLAN
A-5 ELEVATION PLAN
A-6 BUILDING SECTIONS
A-7 ROOFING PLAN
A-B UTILITY PLAN
A-9 SCHEDULES
A-ID TITLE 24
Legend:VALL5:
NEW CONSTRUCTION:
PROPERTY LINES : -••-••-•-
SIDEWALK/CURB:
WALKWAYS:
ROOF LINE ------
PROPERTY OWNER BY:
INITIAL
Ken Bitting
228 9th Street
Huntington Beach, CA 92646
(714) 960-7056
ARCHITECT OR ENGINEER CERTIFICATION:
SITE
LEGAL DESCRIPTION:
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228 9th Street :':
Huntington Beach, CA 92646
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ARCHITECT OR ENGINEER CERTIFICATION:•
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