HomeMy WebLinkAbout101459231.pdf1 '1
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EXISTING DRIVEWAY
P.L. = 69.25"
14'-r
3=12 3=12
cmm
EXISTING S.F.R.
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OCATED
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NEW CALIFORNIA FRAMING
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FEDERAL EMERGENCY MANAGEMENT AGENCY
O.M.S. No. 3a67-0077
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NATIONAL FLOOD INSURANCE PROGRAM
Expires December 31, 200E
ELEVATION CERTIFICATE
Important: Read the instructions on pages 1 .7.
SECTION A- PROPERTY OWNER INFORMATION
For Insurance Company Use:
BUILDING OWNER'S NAME
Policy Number.
EXISTIN GARAGE
�2 3=12
L-------------------
P.L. = 69.25'
0
4505 W. HO LLYL.I NE AVE
A
BUILDING STREET ADDRESS (including Apt., Unit, Suite, andlor Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number
CITY STATE ZIP CODE
.PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
BUILDING USE (e.g., Residential, Nan -residential, Addition, Accessory, etc. Use a Comments area, if necessary.)
LATITUDEILONGiTUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 1--i GPS (Type):
or ##.####W) i _=i NAD 1j927 _j NAD 1983 -i USGS Quad Map (_ j Other
SECTION S - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 62. COUNTY NAME B3. STATE
B4. MAP AND PANEL B5. SUFFIX B&. FIRM INDEX 87. FIRM PANEL B8. FLOOD 8
i
9. BASE FLOOD FLEVA`TiON(S)
NUMBER
DATE
EFFECTIVE/REVISED DATE
ZONE(S)
(Zone AO, use depth of flooding)
°9 B.10, Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9.
!_I FIS Profile j, 1 FIRM f_-I Community Determined j_ j Other (Describe):
B11. Indicate the elevation datum used for the BFE in B9: 1_1 NGVD 1929 j_•,j NAVD 1988 i_i Other (Describe):
B12. is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? f-t Yes L_-j No
Designation Date:
SECTION C = BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: j-JConstruction Drawings* I-113uilding Under Construction*. Finished Construction
"A new Elevation Certificaate will be required when construction of the building is complete.
C2. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed - see
pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.)
C3, Elevations- Zones Al A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARIAS, ARtA1 A30, ARJAH, ARJAO
Complete Items C3.a-i below according to the building diagram specified in Item C2. State the datum used, if the datum is different from
the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion
calculation. Use the space provided orthe Comments area of Section D or Section G, as appropriate, to document the datum conversion.
Datum , Conversion/Comments
Elevation reference mark used Does the elevation reference mark used appear on -the FIRM? f_i Yes I -I No
- - --�Q_ a)-Tbp of"bottom floor mo tiding basemenf rr enctosuce)
Q b) Top of next higher floor
❑ c) Bottom of lowest horizontal structural member (V zones only)
O d) Attached garage (top of slab) fL(m) E ti
O e) Lowest elevation of machinery andlor equipment mu m
servicing the building (Describe in a Comments area,) _ f -(m)
Q 17 Lowest adjacent (finished) grade (LAG) fL(m) o
4 g) Highest adjacent (finished) grade (HAG) ft (m)
a h) No, of permanent openings (flood vents) within 1 ft. above adjacent grade
3 1) Total area of all permanent openings (flood vents) in C3.h sq. in. (sq, cm)
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or'architect authorized by law to certify elevation information.
I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data avallable.
1 understand that any false statement may be punishable by fine orimprisonment under 18 U.S. Code, Section 1001.
CERTIFIER'S NAME LICENSE NUMBER
iv
TITLE COMPANY NAME
ADDRESS CITY STATE ZIP CODE
{
SIGNATURE DATE TELEPHONE
FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions
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GENERAL. NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2001 C.B.C.
PLUMBING AND MECHANICAL CODES, THE G.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 UPON DISCOVER OF ANY OMISSIONS OR
CONFLICT IN THE DRAWINGS.
4. ALL NAILING TO COMPLY WITH TABLE 23-11-B-1 C.B.C.
5. THE MANUFACTURED WINDOWS SHALL HAVE A LABEL ATTACHED
CERTIFIED BY THE NATIONAL FENESTRATION RATING COUNCIL (NFRC) AND
SHOWING COMPLIANCE WITH THE ENERGY CALCULATIONS,
6. LIGHT AND VENTILATION PER C.B.C. SECTION 1202. MINIMUM OF 15 C.F.M.
OF OUTSIDE AiR PER OCCUPANT IS REQUIRED FOR VENTi,LATON.
PLUMBING NOTES
7. ALL PLUMBING WALLS TO BE 2" x 6"
8. DOUBLE WALLS USED AS PLUMBING WALLS ARE TO BE A MINIMUM OF 8"
WIDE AND NO "FLAT" STUDS PERMITTED. STAGGERED STUDS ARE
ACCEPTABLE.
8. SMOOTH, HARD, NON ABSORBENT SURFACE IS PROVIDED TO A HEIGHT OF
70" ABOVE THE DRAIN INLET OF THE SHOWER OR TUBISHOWER
COMBINATION, MATERIALS SHALL BE OF A TYPE NOT ADVERSELY
AFFECTED BY MOISTURE.
10. GLASS ENCLOSURE DOORS AND PANELS MUST BE LABELED CATEGORY 11,
NET AREA OF SHOWER RECEPTOR SHALL BE NO LESS THAN 1024 SQ. IN. OF
FLOOR AREA, AND ENCOMPASS 30" DIAMETER CIRCLE
11. ALL WATER CLOSETSMARE LOCATED IN A CLEAR SPACE NOT LESS THAN
30" WIDTH AND HAVE 24" MIN. CLEARANCE IN FRONT OF THE STOOL.
12. FOR EXHAUST VENTILATION AIR, PROVIDE MECHANICAL FAN 5 AIR
CHANGES PER HOUR.
13. 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).
14. WATER CLOSETS SHALL BE AN ULTRA LOW FLUSH TYPE WITH 1.6 GALLONS
MAXIMUM PER FLUSH.
16. CONTROL VALVE FOR SHOWER OR TUB -SHOWER SHALL BE OF THE
PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE.
16. PROVIDE DEVICES TO ABSORB HIGH PRESSURES RESULTING FROM THE
QUICK CLOSING OF THE QUICK -ACTING VALVES FROM THE WASHER AND
DISHWASHER, ETC..
ELECTRIC NOTES
17. RECEPTACLE OUTLETS LOCATIONS WILL COMPLY WITH NEC Art 210-52 (a)
1120 AMP. CIRCUIT DEDICATED TO EACH BATHROOM"
19. ALL BEDROOM CIRCUITS REQUIRE ARC -FAULT PROTECTION.
19. GROUND -FAULT CIRCUIT INTERRUPTER (GF1) PROTECTION COMPLIES WITH
NEC Art. 210-8: "ALL 126 volt SINGLE PHASE, 15 AND 20 AMPERES
RECEPTACLES INSTALLED IN BATHROOMS, GARAGES, BASEMENTS,
OUTDOORS, KITCHEN COUNTERS AND AT WET BAR SINKS.
STRUCTURAL NOTES
20. THE CONTRACTOR SHALL PROVIDE ANY SHORING AND/OR BRACING TO THE
EXISTING STRUCTURE WICH MAY BE REQUIRED DURING CONSTRUCTION.
21. PERMISSIBLE NOTCHING AND BORING OF JOISTS ARE TO BE SHOWN ON
THE PLANS AND SHALL NOT EXCEED CBC SECTION 2320.9.3 ALLOWANCES.
22. NOTCHING OF EXTERIOR AND BEARINGINON BEARING WALLS SHALL NOT
EXCEED 26% 1 40% RESPECTIVELY. BORED HOLES IN
BEARINGINO N BEARING WALLS SHALL NOT EXCEED 40%160%
RESPECTIVELY. IN NO CASE SHALL THE EDGE OF THE BORED HOLE
NEARER THAN 518" TO THE EDGE OF THE STUD (2320.11.9 AND 2320.11.10)
23. 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)
24. USE SIMPSON ST 6224 TO TiE-IN TO EXISTING TOP PLATES.
ANALYSIS AREA
. AND GARAGE
ROOM ADDITION
PATIO RELOCATED
T RATIO
TOTAL LOT
LOT SIZE
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Marco A. Ahumada
11111 Barclay Dr.
Apt. 1
Phone
714 / 470-9162
Garden grove, Ca
92941
ASPHALT SHINGLE TO CHANGE IN ALL EXISTING
- S.F.R. GARAGE AND NEW ROOM ADDITION
UNDER FLOOR VENTILATION
ATTIC VENT. CALC'S
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12" X6" FOUND'N VENT. (TYP)
(0 w CORROSION RESISTANT ME1
MESH COVERING
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STUCCO TO MATCH (E) S.F.R.
12 x 12"ATTIC VENT. --L— — ------------------ I ' ------------ 1-=
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4- VIN TRIM ROUND NEW
WINDOWS TP MATCH (E) WIN
NORTH ELEVATION sc� 1/4ww 1"=Oww
17=71
UNDER FLOOR VENT. CALC's
855 Sq. Ft. /150 = 5.7 Sq. Ft. REQUIRED
121f x 6" FOUNDN VENT
16 x 0.5 Sq. Ft. = 8 Sq. Ft. PROVIDED
2"x 6" R.R. @ 24" o/c — 11
12
12
3
3
2"x 6" C.J. @ 24"o/c w/ R-30
INSUL (TYP)
Y2" DRYWALL INT
-�2"x
WALL & CEIL:G
4"STUDS Q 16"o/c w/
R-131NSUL(TYP)
3/4" T& G PLYWOOD
I.- ATTIC VENT
14" x 18" = 252 x 2 504 Sq. In.
1211 x 12" = 144 144 Sq. In.
Screened Eave Vent.
3 Holes 2" each (per block) = 9 Sq. In.
At North- Side =33 x 9 = 297 Sq. In.
2"x6"F.J. @ 16"otcw/ R-19
9 C? INSUL (TYP)
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SECTION
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P'14" x 18" ATTIC -----------------
------------------- ---------------------------
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--------------------
STUCCO TO MATCH
(E) S.F.R.
4"VIN TRIM AROUND NEW
WINDOWS TO MATCH (E) WIN
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ASPHALT SHINGLE TO CHANGE IN ALL EXISTING
S.F.R. GARAGE AND NEW ROOM ADDITION
C
12" X6" FOUND'N VENT. (TYP)
w CORROSION RESISTANT MET AL--� 24' x 18" FOUND'N ACCESS tO
MESH COVERING wl CORROSION RESISTANT METAL
1,ACI*U COVERING
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EAST ELEVATION sc= 114VW � I
ASPHALT SHINGLE TO CHANGE IN ALL EXISTING
S.F.R. GARAGE AND NEW ROOM ADDITION
12" x6" FOUND'N VENT. (TYP) •w
EST ELEEVATION w CORROSION RESISTANT METAL
MESH COVERING sc� 11194 w I W-Oww
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2" x 6"F.J. @ 16"olc wl R-19
INSUL (TYP) S OE CTIO N umft
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Exp. 3131/00
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Marco A. Ahumada
11111 Barclay Dr.
Apt, 1
Phone
714 / 470-9162
Garden Grove, Ca
92841
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FOUNDATION NOTES:
DOUBLED J•ISTS ARE REQUIRED UNDER PARALLEL BEARING PARTITIONS
PIPES, DUCTS AND OTHER NONSTRUCTURAL• • •
■
FOUNDATION ANCHOR BOLTS IN WALLS SHALL HAVE AN APPROVED PLATE
WASHER UNDER EACH NUT, THE NUTS SHALL BE TIGHTENED JUST PRIOR TO
COVERING THE WALL FRAMING.
HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE APPROVED
PLATE WASHERS, HOLD-DOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING
THE WALL FRAMING
NOTE:
A FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE
PROGRAM ELEVATION CERTIFICATE SHALL BE COMPLETED BY A CALIFORNIA LICENCED
LAND SURVEYOR OR CALIFORNIA REGISTERED CIVIL ENGINEER WHO IS AUTHORIZED TO
PRACTICE LAND SURVEYING. THE COMPLETED ELEVATION CERTIFICATE MUST BE
SUBMITTED TO THE BUILDING INSPECTOR AT THE TIME OF FOUNDATION INSPECTION.
9" min.
MIN 36' WIQH7
8" max
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3 31106
SHEAR WALL SCHEDULE 1997 U.B.0
SILL BOLTING
ALLOWABLE
EXTERIOR
INTERIOR
SILL NAILING
MARK
WALL TYPE
SHEAR
WALLS
WALLS
UPPER
STORIES
718" STUCCO OVER PAPER BACKED LAT W/16 GA STAPLES @ 6" C/C @TOP & BOTTOM
A1
PLATES, EDGE OF SHEAR WALL AND ON FIELD (ICBO REPORT No. 1823. FEB, 1973) OR (ICBO
180 PLF
5/8 @ 55" O/C
5/8 @ 5S" 0/C
16d @ 8" OIC
No, 1318, FEB, 1973) OR ( ICBO No, 1254, FEB 1972) NOTE 4 AND 9 BELOW
3/8" PLYWD SRUCT II OR STD SHTG WITH 8d NAILS @ 6" O/C @ EDGES & 12" O/C FIELD
260 PLF
5i8 @ 38" O/C
5/8 @ 38" O/C
16d @ 6" O/C
-CABLE 23-II-1-1 U.B.C.) NOTE 1,9,10 & 11 BELOW
ft�
3/8" PLYWD SRUCT It OR STD SHTG WITH 8d RAILS @ 4" O/C pia EDGES & 12" O/C FIELD
350 PLF
5/8 @ 26" 0/C
5/8 @ 26" 0/C
16d @ 4" OJC
f
(TABLE 23-11-1-1 U.B.C.} NOTE 1, 6, 9, 10 & 11 BELOW
318" PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 4" O/C @ EDGES & 12" OIC FIELD
380 PLF
518 @i 26" O/C
5/8 @ 26" 01C
16d @ 4" OIC
ABLE 23-1i-1-1 U.B.C. NOTE 1, 3, 5. 6, 9, 10 & 11 BELOW
3/8" PLYWD SRUCT II OR STD SHTG WITH 8d NAILS @ 3" O/C @ EDGES & 12" O/C FIELD
490 PLF
5/8 @ 20" O/C
5/8 @ 20" 0/C
16d @ 3
ABLE 23-II-I-1 U.B.C. NOTE 1 3 5 6 9, 10 & 11 BELOW
112° O/C
318"PLYWDSRUCT II OR STD SHTG WITH 8d NAILS 2" O/C EDGES & 12"01CFtELO
@ @
610 PLF
51$@16"0(C
5f8@1d"9fC
d (2" 2
ABLE 23-11-I-1U.B.0NOTE1,3, 5, 6, 9, 10 & 11 BELOW
1J2" OtC
112" STRUCT IPLYNIDWITH10d NAILS @ 2" OIC @ EDGES & 12" OIC FIELD
870-PLF
3/4@16"O/C
3/4@16"O/C
N/A
OVER3XSTUDS ABLE 23 II-I-1U.B.C. NOTE 1 3,56,9,10&11 BELOW
FWHERE
S OF PLYWOOD SH EARWALLS M1UST BE BLOCKED WTH 2x SOLID BLOCK]NO FOR WALLS TYPES 9 & 10, ANO 3 x SOLID BLOCKNG FO.R WALLS TYPES 11, 12, 13 &
14
HEARWALL SHESTING IS TO BE APPLIED TO BOTH SIDES IF WALL, DOUBLE THE NUMBER OF BCL TS. (LE. HALF THE O£C SPACING)RESSURE
TREATED DOUGLAS FiR SILL PLATES AT FOUNDATONIFIRST FLOOR ONLY
ACKED SELF FURRING EXPANDED METAL LATH ICBO 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 6' O'C ON EITHER SIDE, PANELJOINTS SHALL BE OFFSETTO 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"x10"A.B.'s@48" OIC UNLESS OTHERVNSE NOTED ON PLANS
B: ALL, INTERN BEARING AND NON BEARING FOOTINGS TO HAVE 7132"SHOT PINS @32"=&49'00RESPECTIVELY: LE. OZARK*H-671CSO REPORT 1280, MAY 1997
9.- USE 2 In x 2 IrT x 3116" PLATE WASHERS
10: USE COX CC OR STD SHTG IN LIEU OF SRUCT it PLYWOOD. ALL PLYWOOD SHALL BE DOUGLAS FIR, OTHER SPECIES MAY REQUIRE CHANGES.
11: AT EXISTING FOOTINGS USE REDHEAD WEDGE ANCHORS TO COMPLY WTH SILL BOLTING ICBO # 1372 MIN EMBED 7 1/2`
12: USE OOJBLE R..00R JOSTS BELOW ALL PARALLEL SHEARWALLS U.O.N..
13 - AT FLOOR LEVELS USE SOLID SLOCKNG AT PERPENDICULAR SHEARWALLS AND DOUBLE FLOOR JOISTS AT EACH END OF THE SHEARWALL.
14- ALL. BEAMS SUPPORTING SHEARWALLS MUST BE STRAPPEDTO THE WALLS BELOW.
15: ALL HOLDOWNS ON UPPER LEVEL MUST BE CONNECTED TO A POST BELOW PER HOLDOWN SCHEDULE TO THE LOWER LEVEL OR TO THE FOUNDATION.
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SIMP IST 62
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FIM A VV V MW
MMMING PLAN 1/4 1
in
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224 (a TOP PLATE
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 SHRINKAGE 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 STRIENGHT 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".
S.- CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF 5 DAYS
AFTER PLACEMENT. ALTERNATIVE METODS WILL BE APPROVED IF SATISFACTORY
PERFORMANCE CAN BE ASSURED.
7.- ALL REINFORCING STEEL ANCHOR BOLTS, DOWELLS AND OTHER INSERTS SHALL BE
SECURELY FASTENED IN THE FORMS BEFORE CONCRETE IS POURED, ADEQUATE
CLEANOUTS SHALL BE PROVIDED IN BOTTOM OF CONCRETE FORMS FOR PROPER
CLEANOUT AND INSPEC'nON,
S.- 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
1: PLYWOOD SHEETS SHALL BE CDX 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 SO. 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 DOLL 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.
6.- 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, DETAILS
AND/OR SHIEDULES.
7.- ALL FOOTINGS AND PIERS SHALL BE CENTERED UNDER THE BUILDING COLUMNS
(U.N.O.)
S.- 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 AT THE FOUNDATION POUR.
10.- FOUNDATION MAY BE SUBJECT TO TRUCTURAL REVISION IN THE FIELD DUE THE
POSSIBLE VARYING SUBSURFACE CONDITIONS,
LUMBER
I.- 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
3,_ GRADE
JOIST, PURUNS 2"TO4"WIDE, 6 &DEEPER No. 1
BEAMS, PURLINS OVER 4"WIDE No. I
SUSPURLINS 2" TO 4" ODE, 6 & DEEPER No, I
LEDGERS No. 2
STUDS 2"x4"OR3'x4" STUDS
STUDS 2"x 6" No. I
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, I NLESS OTHERWISE NOTED.
5: STUD WALLS ABUTING A CONCRETE OR MASONRY WALL, SHALL BE BOLTED TO THE
WALL WITH SO' ANCHOR BOLTS AT 24" 01C.
6: ALL NON BEARING STUD WALLS, SHALL BE 2"x STUDS AT 16" = WITH 5M'GYP. BOARD
EACH SIDE, UNLESS OTHERWISE NOTED.
7.- ALL STUD WALLS SHALL HAVE FULL HEIGHT I" x 6" DIAGONAL LEFT -IN BRACES AT
ENDS AT INTERVALS NOT EXCEEDING 25 FEET O/C UNLESS OTHERWISE NOTED ON
PLANS, BRACES SHALL COVER A MINIMUM OF SIX STUD SPACES.
0.- COMMON NAILS SHALL BE USED.
gw FIRE BLOCKING 2"x I %" 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' Q 16" O/C UP TO 14'-0"
2" x 6" Q 16" O/C LIP TO 20'-V'
2" x 8"@ 16" 01C UP TO 26'-0"
12 - PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS.
13- BOLTS HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 1132"AND A MAXIMUM 1116"
LARGER THAN THE BOLT DIAMETER.
REINFORCING STEEL
11: REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED SEARS AS
FOLLOWS:
FOOTING, SLAB ON GRADE, MASONRY AND SENT 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 REBARFOR:
(EXCEPT AS NOTED OTHERWISE)
NOT EXPOSED TO WEATHER OR EARTH
V,
EXPOSED TO WEATHER
1 Vt I
EXPOSED TO EARTH
2"
PILASTER, BEAM & COLUMN TIES
I
FORMED FOOTING AND WALL EXPOSED TO EARTH
z'
UNIFORMED FOOTING AND WALL EXPOSED TO EARTH
3�'
SLAB ON GRADE
2"
4-'SPLICE IN CONCRETE:
MINIMUM OF 36 BAR DIAMETER OR ITWICHEVER 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.
$.- ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-616
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.
11 : REINFORCEMENT THAT IS PARTIALLY EMSEDEO 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 ANDIOR 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 WCRSI.
14.- CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN I" NOR
I BAR DIA NOR 1x MAX AGRAGATE SIZE.
BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN DISTANCE
BETWEEN LAYERS 1".
no=
1
Joist to sill or girder, toe nail 3-8d
2
Bridging to joist, toe nail each end 2-8d
3
1 "x 6" (25 mm x 152 mm) subfloor or less to each joist, face nail 2-8d
4
Wider than 1"' x 6" (25 mm x 152 mm subfloor to each joist, face nail 3-8d
5.
2" (51 mm subfloor to joist or girder, blind and face nail 2-16d
6
Sole plate to joist or blocking, typical face nail 16d 0 16" o/c
Sole plate to joist or blocking, at braced wall panels 3-16d per 16"
Top plate to stud, end nail 2-16d
8
Stud to sole plate 4-8d, TOE NAIL, or 2-16d, END NAIL
9
Double studs, face nail 16d 0 24" o/c
io
Doubled top plates, typical face nail 11 6d @ 16" o/c
Doubled to plates, lap splice 8-16d
11
BlQcking between joists or rafters to to plate, toenail 3-8d
12
Rim joist to to plate, toenail 8d @ 6" o/c
13
Top plates, laps and intersections, face nail 2-16d
14
Continuous header; tywo pieces 16d @ 16" o/c along each edge
15
Ceiling joists to plate, t6e-nail 3-8d
16
Continuous header to stud, toenail 4-8d
17
Ce ili ng joists, laps over partitions, face nail 3-16d
18
Ceiling joists to parallel rafters, face nail 3-16d
19
Rafters to plate, toenail 3-8d
20
1" (25 mm brace to each stud and plate, face nail
12-8d
21
1" x 8" (25 mm x 203 mm) sheating or less to each bearing, face nail 2-8d
22
Wider than 1"" x 6" (25 mm x 152 mm) sheating to each bearing, face n; 3-8d
23
Built-up corner studs 16d 0 24" o/c
24
Built-up girder and beams
20d @ 32" o/c top and bottom and
staggered 2-20d @ ends and @ each splice
25,2"
Planks 2-16d 9, EACH BEARING
ROOF SHEATING
%- COX, 2410 INDEX PLYWOOD W/ Od COMMON NAILS @ 6-
EN/BN. Od @ 10- o/c FIELD. PROVIDE ROOF RADIANT
BARRIER PER T-24 AT PLYWOOD UNDERSIDE
ROOFING MATERIAL
ASPHALTH SHINGLE CLASS'B' OR BETTER TO MATCH
(E) S.F.R. W1 # 15 FELT UNDERLAYMENT
ROOF VALLEY FLASHING HAS TO BE
GALAVNIZED SHEET METAL (28 GAUGE min)
ROOF DIAPHRAGM NAILING TO BE INSPECTED
BEFORE COVERING. FACE GRAIN OF PLYWOOD
SHALL BE PERPENDICULAR TO SUPPORTS.
FLOOR SHEATING
;Y4 " T&G PLYWOOD W/ 10d @ 6"o/c EN/BN & 10d @ 10" o1c FIELD (P.I.=32116)
Marco A. Ahumada
11111 Barclay Dr.
Apt. I
Phone
714 / 470-9162
Garden Grove, Ca
92841
Owner:
Mr. Jose Luis Ponce
265 - 2046
Description off Job:
855 Sq. Fts
A
Room Addition
Extend ( E)
Bdrms # 1 & 21
New Bath # 3,
Extend
New Lau Rm
Extend E) Liv Rm
&
Extend (E)
Dine Rm
&
Relocated
102 Sq. Ft. Patio
lim2mansom Nationalist
SIMPSON "U" HANGER W/ 4 x POST PER PLAN wl X35 EACH SEE SCHEDULE SCREW HARDY PANEL TO HDR. w/ NOTE: E.N. TO BLOCKING --7-7-� 4 x BLOCKING
FULL LENGHT NAILS BLOCKING
/ @ B0170M i Y4" DIAM. x 4YFHFS; or SDS SCREWS PLYWOOD SHALL BE (E.S. OF STRAP) 2" x 4" STUDS @ 16"ole
1,
E.N SEE SHEDULE FOR No. REQ`D ALL AROUND OPENING CS 16 STRAP EXTERIOR FINISH
2L--o ---------- --WIR-13 INSUL (EXTERIOR)
(E) 2 x F.J. AS OCCURS
PLYWOOD SHEATING E. 2 x SILL PL Si(SEE (ABOVE & BELOW) SHEARWALL PER PLAN SECTION 4'x 4" Post w/ E.P.C. Y4" T & G PLYWOOD OR BLOCKED
rNOTE)
4- 16d SIMP. E.P.C. 77� 2" x 4" SOLE PLATE 2" x 6" F.J. @ 16" o/c w/ R-19 INSUL
WEEP SCREED
2 x F.J. PER PLAN AS -4xBLOCKING P.B. 44
OCCURS 1-� SIMP ST 6224 wl 10410 x %" SCREWS 2"x BLOCKING
> 14-16d TO HEADER (TYP) 6- A-35 @ 16- O(C
TO FRAME (OR WELDED BY M.F.R) &
III
2 x BOLTS w PLAN I.C.B.O. # 4945 w
____----WHERE OCCURSA# 4 -Y,- DIAM x I Y47 HFS Fri T-TT 7 EM777 I I
FOR MODEL No. or SDS SCREWS (TYP) 'G o 2" x 4" P.T1. MUDSILL w/ DIAM.
SPECIAL INSPECTION, EMBED 5" min. 'HARDY FRAME" SEE PLAN
LEDGER W/ 2 ROWS 16d (E) 2 x P.T.D.F. SILL PIL NEW Vs" EPDXY SCREW HARDY PANEL TO KING STUD
@ 8" o/c STAGGERED SPACING PER HEADER
12" min. SEE PLANS
01C SILL PL. @ Z-6" min. CC NT TO END OF 4 BLK`G 0 3"min 6. nun. 7- x 10"L. A.B. & MUDSCREED
LTP4 @ 24 (E) FOOTING Wits OR CONT. SHEARWALI —
L
DOW OPOW W NDOW \ wl 2- x 2- x %,' WASHERS
I 1 18" min.
0 N'GS 18"Sq� @ 48- o/c
ft -t7—
L PL PROVID NEW
2xFIL RPL 2 - # 4 Reber Dowell ea way
12" min
0D, I �1$f
19 32" Sq. x 18" Dp. Conc. Pad 12- One Story
3" min'l 15" Two S 6
tory
25 4 X POST PER PLAN 13 7
SEE PLAN SIMP. CS16 w/ 8d @ 4" o/c (TYP T & B ATWINDOWS TOP ONLY AT DOORS) 12" One S # 4 REBAR TOP & BOTT
ory
(E) 2-2 x TOP PL 4 x BEAM PER PLAN 4 x POST PER PLAN wl SIMP BCO
B.N. 4 x SOLID BLK`G wl SIMP A,35 2" x 6" FLOOR JOIST*@ 16"o(c w/ R-19 INSUL
BEAM PER PLAN BOTH SID @ EACH END %"T & G. PLYWOOD
+ 72E (E) 2 x SILL PL
2 x R.R. wl 16d @ 8" o/c --- -----
-
STAGGERED
SIMPSON TS 22 N. (E) FLOOR SHTGP.B. 44-----� 4"x8"GIRDER
18" min. -+— 4" x 4" POST (AS REQUIRED)
4 x POST w/ SIMPSON P.C. OR (E) BLKG + + 6"x6"x2"P.T. BLOCK
E.P.C. �— 2 x BLK`G @ 48"o(c 4x or6x POST w/ SIMP PC& PBS18" min. 12"
TOP VIEW \--�—ADD SIMPSON 7 (E) 2 x F.J. PER PLAN
A-35 @ 48- o/c 12" SO. min. PEDESTAL 6'min.
(E) 2 -2 x TOP PL E.N. --I I
-'Fl It-,, Fl FI-1 =`T 1-1 E'�4 IF IEEI I IEEI I IE I FEI I IEl I 1H I I IEE 4 x POST w/ SIMP CAP PER PLAN �11 111=111 I If1=111- 11
12-
# 4 BAR SEE PLAN 12" min
2 x 7--"DWALL wl SHTG PER PLAN CONIC PIER
U & S.W. SCHEDULE 3" min 18- Sq.
4 x BEAM PER PLAN
(CONT SHTG TO ROOF) 4 11
26 2 0 2 x C.J. wl A,35 @ 24"o/c 18 i SEE PLAN 2
SIMPSON TS 22
BEAM WHERE OCCURS 12
Plywood sheeting per plan 2 x Rafter "California" Framed 3 Roofing material o/ 15# Felt& Y2"
4 C. D.X,, 24/,, Plywood Post per plan Stud Filter r tax mini
2 x BLK`G w/1 6d @ 8" O/C TO 2" x Roof Rafters per plan Fasteners per manuf.
LEDGER TYP — — — — — — — — Simp Holdown
SIMP, TS9 @ 48- o/c E.N.
2 x LEDGER w/ 3-16d @ EA STUD + 2" x Ceiling Joists per plan wl per plan (PHD
V- B.N. �-- `1 sown)
E,N. R -30 Insul.
A - 35 @ 16- o/c (Alt) 2" x Blocking w/ 3-16d per block &
ROOF SHTG 5-16d @ Rafter Tie
E.N. PER PLAN 2�i 2-2<
WALL FINISH PER PLAN 2 x Cont. "Shaped" w/ 16d @ 6" o/c Y2" Drywall Int. wall & Ceiling 2- 2" x4" Double Top Plate Fin EnI L® �.slmpson or x per plan
X- SSTI3
. C, - —1 3" cIr min. Per Schedule
SCHEDULE
TYPE
SSTB#
I CAPACITYwl
PHD2-
SDS3
—SSTB#
1-POUR
16
2-POUS
20
4 x 4 min.
3,610
HD2A
16
20
2t7�
HTT16
16
20
3,480
HD5A
16
20
4,010
PHD5A,
SDS3
20
24
4,600
HTT22
24
-
5,176
PHD6-
SD83
28
34
51860
HD6A
28
34
6,106
HD8A
28
34
7,460
HD10A
28
34
9,640
HDQ8-
SDS3
28
1 34
8,326
-t
4 x Blocking 4 X 11,110S @IV I-N- 10
6d @ 8" O/C Insul (Exterior) Note: Concret Stem Walls shall be:
2 x STUDS @ 16"otic 2 x R.R. PER PLAN xisting Rafters I -Off 6" min widht for %" diam Anchors Note: For Raised Foundation use SSTI3 for two pour system
Exterior Finish 8" min widht for Y8" diam Anchors and extend bolt beyond sill plate above floor sheeting or use
Simp. CNW Coupler for Bolt Extension.
21 CONT. SHEARPANEL 15 NOTE: In Lieu of 2 x Blocking nail 2 x Shaped w/ 2-16d ea Rafter 9 3 8" min for cow block
wl BLICG AND E.N. @ PLWD
SHEARWALL ONLY -T
2 x LEDGER w/ 2-16d rty) EA STUD
WALL FINISH PER PLAN & S.W. SCHEDULE _____(E) 2" x Studs Plywood Sheating PHD or HD PER PLAN &
PER PLAN HOUR FIRE RESISTANT
2 TO LEDGER (TYP) FLOOR SHTG GYP BOARD TYPE "X 4 x 4 POST MIN
x BLKG w/16d @ 8- ROOF SHTG . 1 1" x 6" Starter Board (Shiplap) SIMPSON CATALOG
E.N. 6"x 6" GIRDER FLOOR TO ROOF SHTG 2- 16d ea 2" x 4" DRILL HOLES Yjr," LARGER — EXIST OR
SIMP. TS9 48- o/c ............... 2" x 4" Flat lookout @ 32" o1c Notch lntD THAN BOLT DIAM. — NEW SILL
(E) 2- x P.T.D.F. SILL PL. ADD %" EPDXY First Rafter —
PLATE
/BOLTS TO COMPLY w/ SILL BOLTING
2"x 6" F.J. 0) 16" o/c PER S.W. SCHEDULE I.C.B.O. # 4945 w/
-
2xBLKG . o1c SPECIAL INSPECTION, EMBED 5"min. -D"
E.N. 2 x R.R. PER P 2 x BLK`G @ 48- 1(E) Concret Slab E.N.2- 2" x 4" Dbi Top Plate
2 X BLK`G @ 48- o1c 2 x LEDGER wl (2) %" diam x 4" L. G 2 x BIWg @ 48" o/c First Bay Only
BOLTS @ EACH STUD CENTER C�
CONT. SHEARPANEL 2 x STUDS @ 16- o(c
EFI—r=—LI! E',�M= TII a
wl BLK`G & PLWD �WALL FINISH PER PLAN 2" x 4" Cont. Blocking w/ 16d EXISTING FOOTING
SHEARWALL ONLY @ 8" or A-35 @ 32" o/c 2" x 4" Studs @ 16" Ole w/ R - 13 Insul
4" x BLK'G TO GET HEIGHT OF GIRDER THREADED ROD wl EPDXY I.C.B.O.
# 5279 CITY OF L.A, R.R. # 25279 wl
(E) GARAGE FOUNDATION SPECIAL INSPECTION
Not
SCHEDULE
TYPE
"D"
THRD ROD
(diam)
Allow Tensile
Load
(See Note 1)
SDS3
12"
V
3,610
+1132A
12"
8
21775
RTTT9-
--17-
3,480
HDSA
12"
T,'—"
4,010
PHD5A-
SDS3
12"
4,685
HTT22
12"
%
5,250
SDS3
16,
5,860
HD6A
15"
5,105
HDaA
16,
HD10A
15"
9,540
16,
8,325
IU I.- Concrete= fc=2,000 P.S.I. min.
2.-For Raised Floor, use Longer Bolts to extend
above Floor sheafing
4 -X" DIAM x 1%" HFS OR SDS BEAM AS OCCUR 2 X RIDGE BOARD
2 x END STUD WHERE 18" /SCREWS 2 - 2x TOP PLATE ST 2115 @ 48'o(c 6" 18" min.
OCCURS IN LIEU OF 2" X 4- TIES B.N. I / -
) PLYWID ROOF SHTG PER PLAN Existing Slab New Slab
"HARDY PANEL" SEE SIMPSON si-6236 2"x 4" TIES @ 48" o/c * No special inspection is
I ,,�KING STUD WHERE OCCURS I required for epoxy in this
PLAN FOR MODEL No. (AS CLOSE AS POSIBLE TO
CRUSHING PL-_'-y diam x 4Y2" HFS OR SDS SCREWS PER CEILING JOIST) R,R, PER PLAN aplication
SHED
7/8' DIAM or IYa" DIAM
SCREW HARDY PANEL TO 3 -16d (TYP)
@I
KING STUD WHERE OCCURS Dowels 9 01C
HOEDOWN ANCHORS SIMPSON EPC # 4 Reber
PER SCHED w/ 4 -,V4" DIAM x 3" HFS Drill 94" mi i diam hole fil wl epoxy
2'x SILL PL or SDS SCREWS (TYP) grout & insert dowel) alternate; use Reber Dow ells same size
PLYWOOD FLOOR SHTG redheads & thridd rod & spacing, as footings
SIMP A-35 F @ 16" ole Drill Slant holes Y16" over dia of bar, ExIst7g New Raised Floor
FLOOR JOIST epoxy grout
7
TOP OF CONC 2 x P.T.D.F. COLUMN PER PLAN
STEM WALL SILLPL ......
20 17
,--)SILL PL A.B.
4 x BLK!G U E R
PANEL OR 4 x RIM
N C.J./ TIE PER
INSUL I.C.B.O. # 5279, I.C.C. REPORT 5279
CALIFORNIA FRAMING BM w/ P.C. OR I d @ 4" o/c NAIL TO BLIICG�:�)
PLYWOOD SHEATING PER PLAN�
---2" x 4" FLAT CONT @ 32" o/c E.P.C.
I
R.R. or. R.J PER PLAN k 2" x 4" SOLE PLATE (E) OR NEW 2"x STUDS WHERE OCCURS
N-(E) PLYWD SHTG 2- 16d 2" x F.J. PER PLAN
E.N..N. 2 Z"E.N.
.1t;, r----
2 BLK`G @ 46 o1c NOTES: 2"x BLOCKING
SIMPSON "I "HANGER w/ (E) F.J. @ FIRST BAY ONLY LOADS MAY NOT (E) or NEW 2"x F.J. WHERE OCCURS
2"x BARGE POST wl A-35 MAINTAIN MIN 4-16d @ 48- o/c MAX BE INCREASED
, 9 FOR SHORT
FULL LENGHT NAILS BOTH SIDES @ (E) ROOF TERM LOADING
E.N. LET IN 2" x4" ER PLAN
G A MUDSILL ON TOP
2 X LEDGER w/ 2 ROWS 16�d 2" x BLOCKING @ 48' o/c 2-2-x4"DBLTOP L BM AT WALL W/ U-
@ 8- o1c STAGGERED (E) FrG FIRST BAY ONLY E.N OF GH IS REQUIRED
in.
SIMP A-35 or LTP4 @ I 0/c 2" x 4" STUDS @ 16" o/c (E) R.R. S.N. TO ACHIEVE THE
—7 T 2" x 4" BLOCKING w/ 16d @ 8" o/c wl R-13 INSUL. (TYP E. N. TABLE LOADS 2"x4"P. MUDSILLw/%"DIAM.
or A-35 0- 24" o/c B.N. --Ik- /BM. PER PLAN x 10" L. A.B. & MUDSCREED
I I — 'I I E
Hill r-7-1 I IEEI I I i JEJ I 1.=-1 I 1=1 1 1=1 I I Zil
Eli I 18" min. w/2"x2"x�j'8"WASHERS
El I SHEAR WALL @ CRIPPLE WALL (E) C.J. AS OCCURS @ 48" o/c
E�i I E 7 Q. GIRDER PER PLAN
WALL FINISH PER PLAN
GIRDER HOEDOWN PER PLAN
IE�l I
N.E.R. 443, L.A. R.R. 25149
2" x SHAPED wl 16d 16" Ole E) BLK`G ADD 2 x BLK`G wl M. BOLTS @ 16- o/c m siMp 6236 @ 32-, o/c I-L I I 1=1 I 1=1 I 1=1 I 1=1 I I=- 811
----I I IE�l III
I!-=- Fle
I it
12" One Storyl, I
24 '116 Two Story I %E) 2 x Pt DF S LL PL wl EP�� 8 (E) 2 x BLK`G E.W 12 SIMP. U OR U2 HANGERS w/ 16d NAILS (E) WALL TO BE REMOVED
6
BOLTS (SEE PLAN FOR SPACING) EMBED
7" I.C.B.O. # ER 5279 wl A- 35 @ 24" o1c FULL LENGHT 3 YZ INSTALL PRIOR TO 12 One Story[
SPECIAL INSPECTION LA R.R # 25279 BLK ADDITION --tif Two Story'
Alff
Sheet:
S D
xgwlqls���
rMC S ql6J
preje,cl Title 4$0 S l-Li LA0,2Sk 0 TA, AVM,
_A 1, Ck
PYoJfCt'AkdVA'kU A. N�Mpwr -114 14'u -51w-
Compliance Method r?aekapect CQmpuftl)
chme're Zone
ge 1 of 3) CF-IR
Mm Check
EX-18 Q:_A f, :irate
GENERAL INFOWNIATION
Tr4al Conditioned Average CeffingH6g ght
Conditioned Slab FloorArea
Building Type- Single Fanuly V/ -kJ --In
ddev-
fcLeck- coe w mme) Multi -Family
Frain 1011 SrmthEast ,'Wem,;," All Orientatiorn;
(jWnt imnt4wiev:dmin -amTme Nbrih wk,16Mk o�)
Fitt to Numbe-r of.Dyvelling Uu.-ts-
Consiruction T�jie. SIAV J".=Mls One cl- bo!h-"
RADUNT BARRIER one4 Re<pired foLdtis, sub= - ttal no
,edit -- - I
BUILDING ENVELOPE INSULATION
C,owponent
T!�w
Frame Type
-%Vd = Woo.4
a tl = Aec-I
cavir '
Insul'afic'm
R-VaWe
Sheath -mg,
In-sulatim,
R-Va;ue
Toua R-
Value
'ksSembl-V
U-7-acioli
Locatiow-'Commenm
i(afti'c, "g arag typic al, etc)
WaL,
"Nall
Roof
R D o' f
Floc�
?)((,P, 16
5U rw (-6
Floor
Slib Edge
' For JLLrewnmrve Total R- VzDe grA A!.nenV' -.- 4'.a=w are aw Mt�wml t-^T a w" wan no of glee -Is ga X-' "q
Inglia"Im "'N p3rement, :or the Fze-on-113tive N&AZL
FETNESTRA.TION
Sha&nq Dp2v.,ces
Fenestration
#fTypo-----"Pos.
orien-
tatiolf.
Area
lft)
Feae��%tatkm
U-Fular
Fene"tfadann
SHG-C
Exterior
Shadinq Am,
Fins
Left
V4 k4 1-
1
d 2
Left
Rear
'Real:
lx
LS
CGmpfiancfa: Fornis August 2.0,01 lik-2
CERTIFICATE OF COMPLIANCE: RESIDENTIAIL 3Pajze 2 of 3) CFAR
popw's -A0Dtrt41J 5/6 2L05
Prq:jert Title
HVAC SYSTUNIS
N,ote, laput hv&muc- of cor&mezi hvix-mo data mn&r V:awr lieating Systenas, extiep* De-,ig Hew Laid,
Heats Equipux-nl Nfiaiamra T, ype and Dud, or Heat. Ptimp
Type �fiumlzs' hem. Effi"-enc�"- Louxtion PP-g Tht-rmostat configulatim
c""oting 'E�ulpinewt Ifinimum Duct Heat Pamp
Ty'Pe lay maifiam-, Erhcienqf LccaaionDuct Them vMat C mifiguatic'n
SEALED DUCTS and 'EX -Ns (or Mteraflyk. Xlelsurg'--'J
Sealed D. o--ii-mate zme )
7 Rzge fant (Imege,Aif Flc"kiwtg wl. f A70HE-115 ,
te'.st6ke ,3W ciamifrr'im--iZ14 EMS R.Ael 'm &I'd '-saific"67-- legluilv-1)
OR
*mSeated Dwn, and TX-V% (see Pei ckage C of D Alternative Packape Fealfttre--, for Project Climate Zore,t
chm-me Zone V,indmvv SH&C" WiL-,dQw U-Factcm- ',MER Heating
..........
6 � ' o. 515 (3.
NIVATER HEATING SY'STENTS
Enft'�
E'velmal
Rated'
Tank
Fa to or
Tank
Water Heiter Di�',wibirion Nlln*lleft Input rklk
Capacity
Rf cvvefy
Standb-yl InnNation
... ...... ... S"'faign
1 2,
For m=2 " qaeuze wz-itez ;sates (nth 6apmn *-F74«s Thati'm aj'zo tic 775'Nt0'-Rm-'-12-1-" etes 'ai-�! mii hem p=ap w,-.itAK l-a-AR-,list Fuonv-
Flalmm Yn Imp
nn gA.!i water IRdem' li";t n'ted izpwi"n Id recvony
SPECIAL FEATURES (add extra fi1-een if Packagi? C and D: TXXV s, SeaWl Duct".. Radiant
Haar riers (we 11,15ml-lificin requirenlents farradiant bl-Irfies's In SelftiOn 9, 13 of the 2.001 ResidenfiMwilmr).
Package Cr thormal mass (tlaermii mass type, covefing, thiclimewand dewripton),
---- ------- -- — - — --
UY- t�� I MilJ C4X 61: C. 45 6 e L-Lr 5S
Compl-i-ance Forms August 2001 A-3
TWA-NDATORY MEASURE, S CHECKLIST-. PESIDE.NMAL MF-IR
ne
nnnimmm compenent for -11-- meame-s vIether they ar-,)Iwn ehv;fh--,e m fficrr
4�r = tk; rht-kl:��tvdh,
hism,r-tons: Chtckar itntial applicable boxes ienc-onapleed cir enter MA if not ippliCable-
DESCRIPTIO'Ni
DESIG
ENTORCEN
5 R-�Kktmg u m.
zr imtalh�, Ia'bzatc t5'w and fm=
pse'd to 1mat air leamp,
1,6e iR. 1i epmtfie,�& U,-Fa.-tM- c4irifmi Soh. yiaglt
=4 inmtn-hm
3, E--teti'x dwzs aw- aped aid
ani I
C. Fh* damper and cvmol
Space Candidatungg., Water Heating and Plumbing Sy-mHu, M-ieasure.5-.,
-, - 1 () g", vr far
----eTap an': m6fied br, tke Con 'aiou
1501a: Hewxg 4A.-"Onwoling i'va& cAa:.3.lat�.'l1 3n acm-&=e wn<u ASTMAE. SNIALRk M. kcCk
1506' seback benti3g MA."T coc
Fr yexud
I. Splm?ge gn,;imier rved,,tffi m, BL--rgy Favw lew lbaa 58 Mllabe -Extel-a'Alh? -,17raryLld, -06&
inn 1lic-A hw'�ilg an Of R-12 or peater,
2. Fina 5 &Eet eep.7"mn d-z'011 %, vk'war be-ger W, A-�� nctt-reedmnlabi�-- zyv--zMS' imwAted (,T,4 CT gsw'
&tck-up m1b -'O�n -yzt-m unEreAl �:,tnra� i=k� oz =E-ec- Iovkvain' txnlm have R- 12
npp i 4 G-
z: 5 im -amed
& pi p ml A e a b E-- W'--- i a -e z t ot wa t' n ml-
Caon-tpliancs Fornis Augusl 200 1 14-5
CERTIFIC"ATE OF COMPLIANCE. RES11DENT1--kL (Page 3 of 3) CF-111
---------- -
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Pfqe-ct Title Dm-e
COMPLIA-N-CE STATUNIENT
This, certificate of conThance lisrs the buileang� feantres and �teift�ini-iticespecifications needetro Comply with
Tifle 2Parts 1, and 6 of the 01A-bnoia Code of RegWations, and tht ad=nistrauve regtil.-tuons to mplel�
thern. Vus cert» fic:ve has been siV�--d t�y ffic indi-, with cryat desiagn respon4bifityv- Nilien their ceffificate,
of con-&-incey sty` nutted frz, asingle builduig
featwetar.
I is -varied I's irkbc�ved ni, theSpecig FeaturesiRenwks section. The imdevmgmd recognizt flax compLance lzsui�g
duct 5ealing inn TXVs requires installer Tekting and ceitification and field venficaucm, by an aplff oved HEF-15
miter,
Designer at 0-wnej- amii Pfafi,*mom Co.&)
Nall-e.: Ag wts e6pw
'Ltle Tim
ow 0�'
AMn,nn:
4�-5
fgyOLLYL�jL;
57
Mae;
Euffix-ceineut Atgencv
qame:
'h . Lie:
A gen -, y, .
Telephme:
� (Sig -'mrsI '
I Id-aells
Documentation Author
TilleNftnE 1) eh%14-
Aftess- Jilit bAauk-q Dr 4pri
(n A M4 o (i e4 u tJ-. CA 92 8
grit• hate:
Canipfiance Forms August 2001 A-4
NIA NDXTORY MEASURE, S CHECKLIST: RESIDES -XIF-IR
Nate.
WmI -, -&
e I me
ltin-n� nim-k ed u-Ji mn mten'd' f mury Ise hy, mare ;�ftingentuxntphan'-;e reipliremomn hsjtrd,� J<*-e r jf
Gamp-hamce' 111en thie "I ii MiMparated imo fae pe-'mait dom- s'. the fha'll be msideried by 0 p-.i�dts a�
U::Mwun' component peffornixace qwlfic for ffie mandatmy mea=evmhetaer they are -kvna eheallere in the d munenn
-or on this check liv miy.
DESCRIPTION
DESIGNT-R
ENFORCEMENT
'pact Conditioning,- Water Hta-ting and Plumbing S� (conffiwe4)
D=-zmd]Fan--�
603; 04, MA 6-1, &�qr im-a'Wedlu- a 7iMM33]of R-4 2or iu
'--'6Ewed -'Ram' C9W=!'-' , hzlb* -* "La Urn=
2. BuMing mihom, nWart phdm= fW plazmem- Aefineda cr L On-&reted with mk
"thpi tsesk'i -hFd mlea!l' &'v lxad et' f'exibk liv, =,--d 64Qr e=ve:�bq car,&tkd
aiL w6viermsi "U'Wolt
to znme maumam, m li--ezaysr'7�*'afiornl' nea of"le -&rct".
adlu-nive dw?.ttaw' _�e-z tape isix-edin ocn-i
6..lawlatm- Lm-lb�hoz rbm" ba pyotg'-�edtk'=
man"Ime, ewipmeat Ima Viadbut nest h'=�'--d to &e fia'Hola-mg to
wT--&ar shal-] i-"P- sukkk isx inlvi'30.- g e e.g, ymv-'&� ke alumimm, rxn*n%d c-ameal,
a5 217mm, orpaiWwl with a watiing T-In-ii
1114: Pool and Spa haatng syamn ZaBvirpwmlt.
1-Sinteaz is imtallea I'vak
a. At least M6, "?af pip, betwee a. WN-r ti w heates, far f utwe r;Wix heat,
fm QUtd<.'X pDO& Lzoatdms�
uioft ma �S� im-l'miw T'M.Pfime nrk&
k L-1 or ho rakld zoo kg have no ,.1 15� G-n &hd i10CI eAt - S-, --�Va laeatet��, - L -� I k I I
bWU.-J* qilm': light, (ExcepficuNon-eecncxl co&ii:q apAaaxsm ivWup 150 B-kli)
Is C
Lighthig Meawres,t
wkim Ix geae2al ls'ghfiag la buTswith, = efficny of
acre s.ble It t2i e tti tzMat-lat'ass e---tmns to d*
Rxxxtm, -�&,h a ilDwel IV U- dvlub nity'l Live eiihpx at, lemt one 11millake waffi huh with An
af43luale-w-watt xt ttr-- ennamem ffiezoom or'=e eth'i ti f1m
ieq: klnmw
Carnp-hance Forris: Augumi 2P-01 A-6
ovo s
19
Ya�
11111 Barclay Dr.
Apt. 1
Phone
714 / 470-9162
Garden Grove, Ca
92841
It.
Description of Jo
855 Sq. Ft.
Room Addition
Extend ( E)
Bdrrn # 1 & 2,
New Bath # 3,
Extend ( Q Kii
New Lau Rm,
Extend ( Q
Liv Rm
Extend ( E)
Dine Rm,
' C Relocated
X
102 Sq. Ft. PaS
Sheet:
T�24