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su.act #mac
GENERAL REQUIREMENTS
1. VERIFY ALL DIMENSIONS AND CONDITIONS ON JOB
SITE PRIOR TO START OF WORK OR PORTIONS OF THE
WORK.
2. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH
THE LOCAL BUILDING CODE AND ALL OTHER GOVERNING
CODES, ORDINANCES, REGULATIONS, AND LAWS.
3. BUILDING CODE: UNIFORM BUILDING CODE, 2001 CBC,
EDITION WHICH IS APPROVED BY CITY HEREINAFTER
REFERRED TO AS UBC.
4. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION
BRACING, SHORING, TEMPORARY SUPPORTS AND
SCAFFOLDING IS THE SOLE RESPONSIBILITY OF THE
CONTRACTOR.
5. OCCUPATIONAL SAFETY AND HEALTH: THESE
DOCUMENTS, AND THE JOINT AND SEVERAL PHASES OF
CONSTRUCTION HEREBY CONTEMPLATED ARE TO BE
GOVERNED, AT ALL TIMES, BY APPLICABLE
PROVISIONS OF THE CALIFORNIA OCCUPATIONAL
SAFETY AND HEALTH ACT OF 1973, CAL/OSHA.
6. WHERE ANY CONFLICT OCCURS BETWEEN THE
REQUIREMENTS OF FEDERAL, STATE AND LOCAL LAWS,
CODES, ORDINANCES, RULES AND REGULATIONS, THE
MOST STRINGENT SHALL GOVERN.
7. CONTRACTOR SHALL NOTIFY THE ENGINEER/ARCHITECT
IMMEDIATELY OF ANY DISCREPANCIES, ERRORS, OMISSIONS,
AMBIGUITIES, CONFLICTS, AND THE LIKE,
DISCOVERED IN THE DRAWINGS ( CONTRACT
DOCUMENTS).
8. GOVERNING BUILDING CODA AS 2001 CBC.
FOUNDATIONS
1. EXCAVATE TO REQUIRE DIMENSIONS AND DEPTHS
INDICATED, CUT SQUARE AND SMOOTH LEVEL, FIRM
BOTTOMS. EXCAVATIONS CARRIED THROUGH
CONTRACTOR'S ERROR TO GREATER DEPTH THAN
REQUIRED SHALL BE FILLED WITH CONCRETE AT
CONTRACTOR'S EXPENSE. REFER TO FOUNDATION PLAN
FOR SOIL BEARING VALUE AND SOIL REPORT
REFERENCE.
2. CARRY ALL FOUNDATIONS TO REQUIRED DEPTHS INTO
COMPACTED OR NATURAL SOIL. REFER TO FOUNDATION
3. ALL EXCAVATING AND BACKHOEING SHALL COMPLY WITH
UBC CHAPTERS 18 AND 33 AND AS RECOMMENDED BY
THE SOIL REPORT.
4. FOUNDATIONS SHALL NOT BE POURED UNTIL
EXCAVATIONS ARE INSPECTED AND APPROVED BY THE
LOCAL BUILDING OFFICIAL.
GRADING AND EARTHWORK
1. ALL GRADING AND EARTHWORK SHALL BE PERFORMED IN
COMPLIANCE WITH LOCAL GRADING CODES AND
ORDINANCES.
2. REFER TO SOIL REPORT AND GRADING PLAN OR
SPECIFIC GRADING AND EARTHWORK REQUIREMENTS.
3. REFER TO SEPARATE GRADING PLAN (BY OTHERS) FOR
SITE DRAINAGE AND ASPHALTIC CONCRETE PAVING.
REINFORCING STEEL
1. REINFORCING STEEL SHALL CONFORM TO ASTM A615,
GRADE 40 FOR SIZES #3 AND GRADE 60 FOR
SIZES #5 AND LARGER.
2. WELDED WIRE FABRIC CONFORMING TO ASTM A-185 AND
UBC STANDARD NO. 19-2. WIRES SIZES INDICATED
ARE IN ACCORDANCE WITH THE NEW METHOD OF
DESIGNATED WIRE SIZES AS PUBLISHED IN THE
"WELDED WIRE FABRIC MANUAL OF STANDARD PRACTICE
BY THE WIRE REINFORCEMENT INSTITUTE", MANUAL
NO. MP-100.
3. WELDING OF REINFORCING STEEL SHALL CONFORM TO
AWS D12-1 USING PROPER LOW HYDROGEN ELECTRODES.
ALL BARS TO BE WELDED SHALL CONFORM TO ASTM
A706.
4. ALL BARS IN MASONRY SHALL BE LAPPED A MINIMUM
OF 40 BAR DIAMETERS (2'- 0" MIN.) AT ALL SPLICES
UNLESS NOTED OTHERWISE.
5. ALL BARS IN CONCRETE SHALL BE LAPPED A MINIMUM
OF 30 BAR DIAMETERS (2' - 0" MIN.) AT ALL
SPLICES UNLESS NOTED OTHERWISE.
6. SPLICES OF HORIZONTAL REBAR IN WALLS AND
FOOTINGS SHALL BE STAGGERED 4'- 0" MINIMUM
7. DOWELS FOR WALLS AND COLUMNS SHALL BE THE SAME
SIZE AND SPACING AS THE WALL/COLUMN REINFORCING
UNLESS NOTED OTHERWISE.
8. ALL REINFORCING, ANCHOR BOLTS AND INSERTS SHALL
BE SECURED IN PLACE PRIOR TO PLACING CONCRETE
OR GROUTING MASONRY.
9. FABRICATION, ERECTION AND PLACEMENT SHALL
CONFORM TO CONCRETE REINFORCING STEEL INSTITUTE
MANUAL OF STANDARD PRACTICE.
10. FOR BENDING AND SPLICING OF REINFORCING STEEL,
REFER TO "REINFORCING BARS BENDS AND SPLICING"
DETAILS. REINFORCING BARS MARKED "CONY'" SHALL
BE SPLICED PER LAP SPLICE DETAIL.
NAILING SCHEDULE
0 JOIST TO SILL OR GIRDER, TOE NAIL EA. SIDE
2-10d
0 BRIDGING TO JOIST, TOE NAIL EA. SIDE
2-10d
0 1"X6" SUBFLOOR OR LESS TO EA. JOIST, FACE NAIL
2-8d
WIDER THAN 1"X6" SUBFLOOR TO EA. JOIST, FACE NAIL
3-8d
0 2" SUBFLOOR TO JOIST OR GIRDER, BLIND & FACE NAIL
2-16d
0 SOLE PL. TO JOIST OR BLOCKING, FACE NAIL
16d@16"
o TOP PL. TO STUD, END NAIL
2-20d
0 STUD TO SOLE PL., TOE NAIL
4-8d
0 DOUBLE STUDS, FACE NAIL
16d@12"
0 DOUBLE TOP PL., FACE NAIL
16d@16"
0 TOP PL. LAPS & INTERSECTIONS, FACE NAIL
3-16d
0 CONT. HDR., TWO PIECES
16d@12"
MORE THAN 10" DEEP 1/2"BOLT@24"
0 CEILING JOIST TO PL., TOE NAIL EA. SIDE
2-10d
0 CONTINUOUS HEADER TO STUD, TOE NAIL
4-8d
0 CEILING JOIST LAP OVER PARTITIONS, FACE NAIL
3-16d
0 CEILING JOIST PARALLEL TO RAFTERS, FACE NAIL
3-16d
0 RAFTER TO PL., TOE NAIL EA. SIDE
2-10d
0 1" BRACE TO EA. STUD & PL., FACE NAIL
2-8d
0 1"X6" SHEATHING OR LESS TO EA. BEARING, FACE NAIL
2-8d
WIDER THAN 1"X6" SHEATHING TO EA. BEARING, FACE NAIL
3-8d
0 BUILT-UP CORNER STUDS
16d@12"
GLUE -LAMINATED WOOD MEMBERS
1. PROVIDE SIZES, LENGTHS, AND TYPES INDICATED AND
REQUIRED. UNLESS INDICATED OTHERWISE, HEEL
TAPER CUTS SHALL BE UNIFORM THROUGHOUT.
VARYING HEEL HEIGHTS SHALL BE ADJUSTED TO
REQUIRED TOP OF BEAM (TB) HEIGHTS INDICATED BY
VARYING LENGTH OF RESPECTIVE POSTS, COLUMNS AND
PILASTERS.
2. SUBMIT SHOP DRAWINGS FOR GENERAL CONTRACTOR'S
REVIEW AND APPROVAL PRIOR TO FABRICATION. ONE
FILE COPY OF APPROVED SHOP DRAWINGS SHALL BE
FURNISHED TO THE ENGINEER/ARCHITECT.
3. EACH MEMBER SHALL BE STAMPED WITH AN
IDENTIFYING NUMBER ACCOMPANIED BY A CERTIFICATE
OF INSPECTION CONFORMING TO AITC INSPECTION
MANUAL.
4. LUMBER SHALL BE DOUGLAS FIR, WCLIB GRADING AND
DRESSING RULES, AND WCLA SPECIFICATIONS FOR
STRUCTURAL LAMINATED DOUGLAS FIR TIMBER,
fb-2400 PSI. STRUCTURAL GLU-LAMINATED TIMBER
SHALL CONFORM TO UBC STANDARD NO. 2303.1.
5. GLUE SHALL BE WATER RESISTANT PHENOPL-
REWSORCINAL TYPE ADHESIVE.
6. FABRICATION SHALL CONFORM TO AITC INSPECTION MANUAL
COMBINATION 24F. INDUSTRIAL APPEARANCE
GRADE. SCARF END JOINTS. CAMBER AS INDICATED.
7. SIMPLE SPAN BEAMS SHALL BE COMBINATION SYMBOL
24f-V4, CANTILEVER BEAMS 24F-V8, AND COLUMNS
COMBINATION SYMBOL 3.
8. FINISH WITH ONE COAT PENETRATING SEALER AT
CONTRACTOR'S OPTION.
CONCRETE
1. UNLESS NOTED OTHERWISE, ALL CONCRETE SHALL
ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2500
PSI AT 28 DAYS. 3000 PSI FOR GRADE BEAM.
& PIERS.
2. AGGREGATES SHALL BE NATURAL SAND AND ROCK
CONFORMING TO ASTM C33.
3. CEMENT SHALL BE PORTLAND CEMENT TYPE V CONFORMING
TO ASTM C-150-72, LOW ALKALI AND UBC
STD. NO. 19-1.
4. WATER SHALL BE POTABLE, CLEAN AND FREE FROM
INJURIOUS AMOUNTS OF OIL, ACIDS, ALKALIS,
SALTS, ORGANIC MATERIALS OR OTHER SUBSTANCES
THAT MAY BE DELETERIOUS TO CONCRETE OR
REINFORCEMENT.
5. ADMIXTURES TO BE USED IN CONCRETE SHALL BE
SUBJECT TO PRIOR APPROVAL BY THE ENGINEER.
6. MAXIMUM PERMISSIBLE WATER -CEMENT RATIOS FOR
CONCRETE WHEN STRENGTH DATA FROM TRIAL BATCHES ARE
NOT AVAILABLE SHALL CONFORM TO TABLE 4.5 OF ACI
STANDARD 318-77. MAXIMUM SLUMP SHALL BE 4 INCHES.
7. CONCRETE SHALL BE CURED WHILE IN A MOIST
CONDITION FOR AT LEAST THE FIRST 7 DAYS AFTER
PLACEMENT. METHODS FOR ACCELERATED CURING
SHALL HAVE PRIOR APPROVAL FROM ENGINEER.
8. THE FOLLOWING MINIMUM CLEAR DISTANCES BETWEEN
REINFORCING STEEL AND FACE OF CONCRETE SHALL BE
MAINTAINED UNLESS NOTED OTHERWISE:
SLABS ON GRADE .............. CENTER OF SLABry
CONCRETE BELOW GRADE, FORMED ............ G"
CONCRETE BELOW GRADE, UNFORMED (POURED
AGAINST EARTH) ......................... 3"
CONCRETE EXPOSED TO WEATHER.......... 1 1/2"
9. PIPES MAY PASS THROUGH STRUCTURAL CONCRETE IN
SLEEVES, BUT SHALL NOT BE EMBEDDED THEREIN.
PIPES OR DUCTS EXCEEDING ONE-THIRD THE SLAB OR
WALL THICKNESS SHALL NOT BE PLACED IN THE
STRUCTURAL CONCRETE UNLESS SPECIFICALLY
DETAILED.
10. PROVIDE 3/4" CHAMFERS AT ALL EXPOSED CORNERS.
11. REFER TO ARCHITECTURAL DRAWINGS FOR REVEALS,
AREAS OF TEXTURED CONCRETE OR SPECIAL FINISHES,
ITEMS REQUIRED TO BE CAST INTO THE CONCRETE,
CURBS AND SLAB DEPRESSIONS.
12. CONCRETE WORK SHALL COMPLY WITH UBC CHAPTER 19.
13. PROVIDE CYLINDER TESTS FOR STRUCTURAL CONCRETE
IN ACCORDANCE WITH ASTM C31, C39.
CONTRACTOR SHALL MAINTAIN COPIES OF TEST
REPORTS AT JOB SITE AND AVAILABLE FOR REVIEW
AND INSPECTION BY BUILDING OFFICIALS.
14. READY -MIXED CONCRETE SHALL CONFORM TO USC
STANDARD NO. 19-3.
WOOD FRAMING AND ROUGH HARDWARE
1. ALL STRUCTURAL LUMBER SHALL BE GRADED
IN ACCORDANCE WITH GRADING AND DRESSING RULES
NO. 16 OF THE WEST COAST LUMBER INSPECTION
BUREAU, LATEST REVISION, OR WESTERN WOOD
PRODUCTS ASSOCIATION. LUMBER SHALL BEAR GRADE
MARK OF AGENCY LISTED BY ICBO. LUMBER SHALL
CONFORM TO UBC STANDARD NO. 23-1.
2. PLYWOOD SHALL BE GRADED IN ACCORDANCE WITH
AMERICAN PLYWOOD ASSOCIATION GRADING RULES IN
CONFORMITY WITH UNITED STATES PRODUCT STANDARD
PSI-74. EACH SHEET SHALL BEAR STAMP OF DFPA.
PLYWOOD SHALL CONFORM TO UBC STANDARD NO. 23-2.
3. STRUCTURAL LUMBER AND PLYWOOD SHALL BE DOUGLAS
FIR LARCH OF THE GRADES AND SIZES INDICATED.
PLYWOOD THICKNESS SHALL BE AS INDICATED. PLYWOOD
THICKNESS SHALL BE AS INDICATED OR NEXT GREATER
1/8 INCH INCREMENT.
4. WOOD BEARING ON CONCRETE FLOOR SHALL BE
PRESSURE TREATED DOUGLAS FIR. PRESERVATIVE
TREATMENT SHALL CONFORM TO UBC STANDARD
NO. 23-5 AND 23-6.
5. ALL BOLTS THROUGH WOOD SHALL BE DRIVE FIT.
PROVIDE STANDARD WASHERS UNDER ALL NUTS. REFER
TO STRUCTURAL DETAILS.
6. NAILS FOR PLYWOOD SHALL BE STANDARD PLYWOOD
NAILS. NAILS OR METAL HANGERS, FRAMING
ANCHORS AND FASTENERS SHALL BE THOSE
MANUFACTURED SPECIFICALLY FOR THIS PURPOSE.
7. HANGERS, CONNECTORS, ANCHORS AND OTHER FRAMING
FASTENERS SHALL BE EQUIVALENT TO SIMPSON
COMPANY "STRONG -TIE" CONNECTORS AND OF THE
SIZES AND TYPES INDICATED.
8. ALL WOOD FRAMING, INCLUDING NAILING, SHALL
COMPLY WITH UBC CHAPTER 23, EXCEPT WHERE MORE
STRINGENT REQUIREMENTS ARE INDICATED. NAILING
SHALL CONFORM TO UBC CHAPTER 23, TABLE 23-I-Q..
9. MINIMUM GRADES OF LUMBER UNLESS NOTED OTHERWISE
PLANS.
BEAMS D.F. NO.1 (U.N.O.)
JOISTS & RAFTERS D.F. NO.1 (U.N.O.)
STUDS R.F. NO.1 & BETTER (U.N.O.)
POSTS D.F. NO.1 (U.N.O.)
10. ALL BOLT HOLES SHALL BE DRILLED 1/32 TO 1/16"
OVERSIZED'
TESTS AND INSPECTIONS
1. CONTINUOUS INSPECTION BY A REGISTERED DEPUTY
INSPECTOR IS REQUIRED FOR
CONCRETE WITH A STRENGTH GREATER THAN 2500 PSI,
WHERE NOTED ON THE PLANS
AND DETAILS. THE EXTENT OF SUCH INSPECTION
SHALL CONFORM TO SECTION 1701 OF THE UNIFORM
BUILDING CODE. AN AFFIDAVIT SHALL BE ISSUED TO
THE ARCHITECT/ENGINEER AND THE BUILDING
DEPARTMENT AT THE COMPLETION OF EACH TYPE OF
WORK STATING WHETHER THE WORK WAS IN
CONFORMANCE WITH THE APPROVED PLANS AND
SPECIFICATIONS.
LIVE LOAD AND GRAVITY LOADS
ROOF (ASPH. SHINGLES)
= 30 PSF
FLOOR
= 52 PSF
DECK (PRIVATE)
= 82 PSF
LATERAL LOADS
WIND EXPOSURE C, AND
70 MPH
BASIC WIND SPEED.
SEISMIC ZONE NO. 4.
MAX. ALLOWABLE SOIL BEARING IS 1000 PSF.
GENERAL. NaTES
1. SOLID BLOCKING SHALL BE PROVIDED AT ALL HORIZONTAL JOIST OCCURING IN BRACED
WALL PANELS.
2. ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL UTILIZE COMMON NAILS OR GALVANIZED BOX.
3. WHEN DESIGN INCLUDING REDUCED EDGE DISTANCE.DUPUTY INSPECTION IS REQUIRED
4. PLATE WASHERS ARE REQUIRED FOR ALL HOLD-DOWNS.
5. HOLD DOWN SHALL BE RE -TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING.
6. STUCCO\GYPSUM BOARD FASTENER SPACING APPLICETO ALL STUDS, BLOCKING, AND TOP
& BOTTOM PLATE.
7. DBL. JOIST ARE REQUIRED UNDER PARALLEL BEARING PARTITIONS.
8. FOR ALL COUNT.00TING ANCHOR BOLTS SHALL BE MIN.5/8" WITH EMBEDED 8" INTO FOOTING
AND SPACED 36" O.C.(U.O.N) WITH SQUARE WASHER AS NOTED BELOW. FOR SIZE AND SPACE
OF ANCHOR BOLTS SEE SHEAR WALL SCHEDULE.
9. THE SOIL BELOW AN INTERIOR CONCRETE SLAB SHALL BE SATURATED WITH MOISTURE TO
A DEPTH OF 18" PRIOR TO PLACING THE CONCRETE.
10. IF THE PROPOSE WORK INCLUDES EXCAVATION, NO TRENCHES OR EXCAVATIONS (T-O")
OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND.
11. THE FOLLOWING APPLIES TO ALL SHEAR WALLS WITH A SHEAR VALUE GRETER THEN 300 plf.
PROVIDE THE FOLLOWING"
A.) 3 X FOUNDATION SILL PLATE.
B.) 3 X STUDS AND BLOCKS BETWEEN ADJACENT PANELS.
C.) 1/2" EDGE DISTANCE FOR PLYWOOD BOUNDARY NAILING.
D.) STAGGER NAILS IF NAIL SPACING IS LESS THEN 2" O.C.
E.) SQUARE PLATE WASHERS SHALL BE USED WITH ALL ANCHOR BOLTS.
5/8" BOLT-2.5 X 2.5 X 1/4" 3/4" BOLT 2.75 X 2.75 X 5/16"
7/8" BOLT-3 X 3 X 5/16" 1" BOLT-3.5 X 3.5 X 3/8"
OMIT
11
STUDS - 1s" O.C.
2 X PLATE
2 X FILLER BLOCK
P.T. MUD -SILL-/
ANCHOR BOLT I OMIT
FRAMING ANCHOR TOP &
BOTTOM AT DOUBLE STUDS
FIRE BLK'G. AT
COUNG (8'-0" MAX.)
16d 0 12" O.C.
(1) STUD }0 INTERIOR--
WALEXT 1 R STUDS
31
B.N.
1Od NAILS 0 3" o/c
2x4 OUTRIGGERS W/
2-16d NAILS EA. END
�- 2x BLKG. 0 6'-0" W/
8d NAILS ® 3" O/C
A35 ANCH'S. & 16" o/c
AT SHEAR WALLS PER
SHEAR WALL SCHED.
SHEAR WALL
PER PLAN, WHERE
OCCURS
2x STUDS 0
16" o/C
TYPE "A"
C
2 - 2 X PLATES
SPLICE AS REQUIRED
2 X CRIPPLES 0 16"
- HEADER
SIMPSON 2X6 SNOB ADS
2 - 2 X JAMBS AT 6X8
4X1O & LARGER HEADERS
2x BLKG. 0 6'-0" W/
8d NAILS @ 3" o/c
A35 ANCH'S. & 16" o/c
AT SHEAR WALLS PER
SHEAR WALL SCHED.
SHEAR WALL
PER PLAN
TYPE s) B is
SEE SHEAR
WALL SCHED.
E.N. PER SHEAR
WALL SCHED.
POST WHERE -'
OCCURS
PLAN
AT SHEAR WALL
OMIT
2 X STUE
0 16" 0.
SHEATING
SEE PLAN
16d 0 11
STAGGERE
PC. 12" LC
TOP, BOTT.
PLAN
AT NON -SHEAR WALL
NOTE:
0 ALL BORED HOLES IN EXCESS OF 1 1/2" DIA. & MAX. 2" DIA. PROVIDE
SIMPSON SS2 STUD SHOE FOR SINGLE STUDS & SS3 FOR DOUBLE STUDS.
0 ALL BORED HOLES IN EXCESS OF 2" DIA. USE A SIMPSON HSS2 STUD
SHOEFOR SINGLE STUDS SIMPSON HSS3 STUD SHOES FOR DOUBLE STUDS.
TOP PLATE
M 2x4 SttN}S
B4iCN 7/8" MAX %4L BE 2 l
0 W Sites SttAtt. BE 2 ti8'
NOTCH t 3/r WX 0 Mk Ma
0 24 SM
BORER FNI.FS
2fMI S MIL BE 3 5/8
Ol, VAX
cnln BOTTOM PLATE
11
BORE. HOLES SHALL NOT
SAME SECTION OF CUT OR NOTCH
�- TOP PLATE
, 0111111 $14110:1 wow,
1 BOUNDRY NAILING (BN)
2 EDGE OF PLYWOOD, EDGE NAILING (EN)
3 CONTINUOUS EDGE
4 2X4 FLAT BLOCKING 0 PLYWOOD EDGE WHERE
BLOCKING IS CALLED FOR ON PLANS
5 STAGGER PLYWOOD JOINTS 4'-O"
6 12" MIN. BLOCKED, 24" MIN. UNBLOCKED
7 RUN FACE GRAIN OF PLYWOOD PERPENDICULAR
TO JOISTS - UNLESS NOTED OTHERWISE
PROVIDE A MINIMUM NAIL EDGE DISTANCE OF
3/8" 0 2X FRAMING AND 3/4" 0 3X FRAMING
BOUNDRY NAIL AT: BOUNDRY CHORDS, EDGE OF
OPENINGS, STRUTS, DRAG TIES, AND WHERE
CALLED OUT ON PLANS
1O SUPPORT ALL BLOCKINGS ® BOTH ENDS WITH
SIMPSON 7" CUPS
BOTTOM PLATE
..3I
• . • . « ►
OMIT
UMILL nULC.J 114
L OF PLATES
NOTE:
THIS DETAIL IS NOT TO BE USED
IN STRUCTURAL WALL WITHOUT
THE APPROVAL OF THE ENGINEER
6224 STRAP
PARLEE
ENGINEE"NG
STRUCTURAL CONSULTING& DESIGN
COMMERCIAL
NEWPORT
TELEPHONE:
•
i
Parlee
I
Engineering expressly
Op-
rightsreserves its common law
C yright and other property
plans.
ilans are not to be reproduced,
changed, or copied in any form
or • not
they to beassigned toa third
party,• obtaining the
I written permission and consent
iin the eventof i -r
use of - plans by • •.
the client agrees to hold
indemnify ! defend
from • from
unauthorized
i
• u •r
1
DRAWN • ■„
! DATE DESCRIPTION
NOT ! SCALE
SHEET NO.:
S1
5UNDATZON NQTES:
*12" WIDE X 12" DEEP FOOTING WI 2-#4 0 TOP
AND 2-#4 AT BOTTOM. (VAR).
* SOIL BEARING PRESSURE:1000 PSF.
* TYP. ANCHOR BOLTS: 5/8" bIAM. X 1W LONG A.B. W/
2" X 2" X 3/1W PLATE WASHER 04r O.C.
EMBED 7" INTO FIRST POUR, MIN.(2) A.B. PER PLEASE
-REFER TO FOUNDATION PLAN AND SHEAR WALL
SCHED. FOR SPACING AT SHEAR WALL.
* CONCRETE SHALL ATTAIN A DESIGN BEARING
CAPACITY OF 25W PSI AND FOR GRADE BM. OR
CONCRETE COL, SHALL BE 3000 PSI.
* TYPICAL SLAB: 4" THICK {NET) CONCRETE SLAB W/
#3 BARS, IS" O.C. EACH WAY AND PLACED AT CENTER
OF SLAB OVER 4" SAND BED. OVER 10 MIL. VISQVEEN
OMIT VISQUEEN AT GARAGE.
NOTE VISQUEEN SHOULD BE SANbWW*b BETWEEN
THE SAND LAYER AND NOT bSRECTLY BENEATH THE
CONCRETE DUE TO THE POSSISIL1W OF CURLING OF
THE SLAB. ALL CONCRETE SLAB AREAS TO RECEI:YE
FLOOR COVERINGS SHOULD BE MOISTURE TESTED
TO MEET ALL MANUFACTURER REQLMkEMENTS
PRIOR TO PLACEMENT.
* THE FLOOR SLAB AND FOUNDATION MAY BE POURED
HOMOGENEOUSLY AT THE SAME TIME OR iN TWO
POURS WITH A COLb JOINT BE'1 WEE DESIGN
IS BASED ON A HOMOGENEOUS POUR ALL ANCHOR
BOLTS SHALL BE LONGER ENOUGH TO A0 4JEW 7"
MIN EMBED. IN FIRST POUR
* BEFORE ANY CONCRETE IS PLACED EXCAVATIONS
FOR FOOTINGS SHALL BE INSPECTED AND
APPROVED BY BUILDING AND SAFETY.
* ALL SLAB SUBGRADE AREAS SHALL BE
PREMOISTENEb BEFORE PLACING MOISTURE
BARRIER.
* HOLDOWNS SHALL BE RETWHTENFbTVST PRIOR
TO COVERING THE WALL FRAMING.
* HOLDOWNS SHALL BE TIM IN PLACE PRIOR
TO CAUM46 FORUNbATION INSPECTION.
* VERIFY EXISTING FOOTING TO BE IN GOOb CONbraON.
PAO O! " !.
M►
R • BARS EA. WAY
A 88R ♦ i/ 1TIO N1S.
SHEAR WALL SCHEDULE 2001 C.B.C. W/ 26% REDUCED.
R.R. ROOF RAFTER
F.J. FLOOR JOIST.
WALL SHEAR WALL SHEATHING SILL CONNECTION TOP ANCHORAGE
D.J. BECK JOIST.
MARK CAPACITY (ANCHOR B. SPACING) (blocking to wall)
C.J. CEILING JOIST.
(0)
BM. BEAM,
K.P. KING POST.
8 90 718" STUCCO OVER PAPER BACKED SM" A.B. @ 72" o.c. SIMPSON A35 @ 16"
BFW BALLOON FRAMED WALL
LATH w/ 16gage staples @ 6" o.c. bap to cone. or masonry, o.c. Or 16d NAIL @
MDR HEADER.
& Bottom & E.N. & F.N. (per I.C.B.O, 16d SPN @ 12" o.c. to 8" o.c.
PC PIPE COLUMN.
Report 41823) wood wood
FL. FLUSH BEAM.
10 165 318" STR. It PLY. W/ 8d @ 6" o.c. 518" A.B. @ 32" o.c. SIMPSON A35 @ 24"
OP. DROPPED BEAM.
E.N. & 12" o.c. F.N. to cone. or masonry; o.c. or 16d NAIL @
DBL. DOUBLED.
16d SPN @ 6" o.c. to 6" o.k.
BLKiG. BLOCKING.
wood
F.H. FULL HEIGHT.
11 265 15132" C-D,C-C PLYWD BLKD w/ 8d 518" A.B. @ 32" o.c. SIMPSON A35 @ 16"
D.S. DRAG STRUT.
@4" O.C. E.N. & 12" o.c. F.N. to cone. or masonry, o.k. or 16d NAIL @
MSB. MULTI STUDS BEARING.
16d @ 3" o.c. to 4" o.c.
S.P.N. SILL PLATE NAILING.
b.T. DOUBLE 2 X TRIIV►MER
*wood
12 320 15132" STR I PLWD BLKD wl 10d 518" A.B. @ 24" o.c. SIMPSON A35 @ 12"
TAD. TOP AND BOTOM.
@ 4" O.C. E.N. & 12" o.c. F.N. to cone. or masonry o.c. or 16d NAIL @
5116" LAG@ 6" o.c. to 3" o.c.
E.S. EACH SIDE.
wood
U.O.N. UNLESS OTHERWISE NaM.
*13 380 15132" STR. I PLY. BLKD w/ 10d 518" A.B. @ 24" o<c. SIMPSON A35 @ 12"
P.A. POST ABOVE.
@4" O.C. E.N. & 12" o.c. F.N. to cone. or masonry; o.c. or 16d NAIL @
M.B. MACHINE BLOTS
5116" LAG @ 6" O.C. 2-112" o c.
wood
* 13 DBL 76o SAME NAILING @ 2 SIDES OF B.W. % " A.B. @ 16" O.C. SIMPSON A35 @ 8" O.C.
*14 S00 15132" STR. I PLY. BLKD wl 10d 314" A.B. @ 16" o.c. SIMPSON A35 @ S"
@3" O.C. E.N. & 12" o.c. F.N. to cone. or masonry, o.c. or 16d NAIL @
5116" LAG@ 5" o.c. 2-112" o.c.
* 14 DBL 1000 SAME NAILING @ 2 SIDES OF S.W. % a A:B. @ 8" O.C. SIMPSON A35 @ 6" O.C.
to cone. or masonry
5116" LAG@ 5" ox
*15 650 15132" STR. I PLY. BLKD wl 10d 3/4" A.B. @ 16" o.c. SIMPSON A35 @ 8"
@ 2" O.C. E.N. & 12" o.c. F.N. to cone. or masonry; o.c. or 16d NAIL @
5116" LB @ 5" o.c. to 2" o.c.
wood
* 15 DBL 1304 SAME NAILING @ 2 SIDES OF S.W. 3/4 « A.B. @ 8" O.C. SIMPSON A35 @ 8" O.C. EA. SIDE
a. All exterior wads to be secured with 518" diameter by 12" long anchor bolt at 48" o.c., with 7"
minimum embed. Into the footing, unless otherwise noted.
b. All nonbearing Interior walls to be secured with shotpins, ICBO ER-4546, LA RR 25469 Ramset
#3348 (or other listed marqued, Approved building official) @ 36" o.c. at bearing walls and 48" o.c.
at non -bearing walls,l" MIN EMBOMT unless otherwise noted.
c. Code minimum (2) anchor bolts per panel.
d. Code minimum 16d SPN @t 16" o.c. at connection to wood.
e. Where double 2x sill plates are used, provide progressive nailing,
f. All nails are common nails.
g. Use stud @ 16" o.k., maximum; Unless Otherwise Doted,
h. All lag bolts (LB) shall be 8" long and Installed with pilot hot and wrench
1. SIB diameter anchor bolt may be replaced by 518 diameter threaded rod, drill hole for rod, 4
minimum Into the•concrete, clean, then fill with epoxy; SIMPSON ET22 (or equiv.); ICSO REPORT
#4945; special Inspection required.
* J. Use 3x stud at panel joints, and 3x bottom plate with staggered nailing; use 14" long anchor
bolt where 3x mudsill plate Is used. @ Wall elements "12", "13", "14", & 9815".
k. Where shear wall element Installed on both sides, the spacing for the above top anchorage and
sill connection shall be half shown above; unless otherwise noted on plans®
L. Provide a minimum of 112" edge distance for nailing at the 3X boundary and panel edge
members of these walls.
m. All anchor bolts shall have 2-112" square X 114" thick metal plate washer,
4
i
t'3 1 i
11011
4; ,.
Aft) 0
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.
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rUuNbATION PLAN
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NewPOKr WACH cok am
11RA% et 9494664405 FWD 94 e+ 7
oast
MADwID RESIDENCE
f
10 S. SYCAMORE
♦ ♦ • ♦ t
ffarft avi
r+eveewes its common law
copyright and other pmpetty
rights in these plants. these
plans are not to be reproduced,
dmVed, or copled In any form
or manner whaftwer, not are
they to be asolgned to a third
party, wtdxmt first obta1mv t1w
written permission and corotarrt
of, In tti a event of unauttarized
use or if tk by third part,
the client agrees to hold harmless,
Indemnify and defend Parsee ENG.
*om any dalms ori*V *an such
unsuthotixed re -use.
PROJECT# I NSG5- n
PHASE:
PERMIT:
DRAWN BY:
NO. DATE DESCRIP71ON
05/1 IDESIGN DATE
{
SCALE: Ile - T
SHEET NO.
S2
FXE:
N E-S—
*ROOF DIAPHRAGM:
USE 1/2" COX PLYWOOD, PANEL INDEX (24/0) , WM
8d NAIL AT 4" Q.C. SUPPOTED EDGES, BOUNDARIES
dt@ 12" O.C. FIELD (UNBLOCKED bIAPH. U.O.N).
*FOR FLOOR DIAPHRAGM USE 3/4" STAM, C-b OR C-C
PLYWOOb,MIN. PANEL INDEX# (32/16) , T&& WITH
14d NAIL AT 3" O.C. SVPPOTED EDGES dt BOUNDARIES
010" O.C. IN THE FIELD (UNBLOCKED bIAPH. U.O.N,)
*REGISTERED INSPECTION IS REQUIRED FOR,
WELDING AND EPDXY APPLICATION.
*THE REINFORCING WIRE MESH, DEFORMED
REINFORCING STEEL BARS AND STRUCTURAL STEEL.
SHAPES DELIVERED TO THE JOBSI'TE FOR USE ON THE
CONSTRUCTION OF THE STRUCTURE MUST BE ACCOMPANIED
WITH MILL CERTIFICATES, PREPARED BY AN APPROVED
TESTING AGENCY, WHICH DOCUMENT THE MATERIAL
STRENGTHS AND CHEMICAL COMPOSITION SPECIFIED FOR
THE PROJECT
* DOUGLAS FIR LARCH: (PER 2001 C.B.C.)
NO.1 Fb =1000 PSI, Fv = 95 PSI.
N0.2 Fb » 875 PSI. Fv = 95 PSI.
MAX 19% MOISTVRF CONTENT
AT TIME OF INSALLATION.
*TYP. SHEAR PAW NAILING REFER TO DETAIL 11 / St
TYP. NOTCHING 'AMAIN& OF STUDS REFER TO DETAIL 4 /St
TYP. MULTI JOIST CONNECTION REFER TO DETAIL 3 /St
* FIELD WELD T=') BE DONE BY WELDERS MUST BE
CERTIFIED BY THE L.A. CITY BUILDING DEPARTMENT
FOR ( STRUCTURAt STEEL) (LIGHT GAGE STEELI
CONTINUOUS INSPECTION BY A DEPUTY INSPECTOR
IS REQUIRED.
FRAMING NOTES•
�iarwir��r�wsi'
(I)TOP PLATE SPLICE -LAP PLATE 48" MTN. WITH
(12)16d NAILS (U.O.N.).
ALL STRUCTURAL HARDWARE TO BE "SIMPSON
STRONG TIE" SILVER METAL W/ LATEST ACCEPTED
I.C.B.O, AND R.R. LA. APPROVALS (U.O.N).
PROVIDE STEEL PLATE TIES(16 GA. MIN,1-1/2" X 24)
OR SIMPSON ST22 ACROSS TOP dt/ OR BOTTOM
PLATE WHERE INTERRUPTED OR CUT BY FRAMING
MEMBER
TPROVIDE SAME SIZE POST UNDER ALL POSTS FROM
ABOVE (P.A.).
5 ALL NAILING SHALL BE PER 2001 C.B.C. SEE NAILING
SCHEDULE SHEET S1(GENERAL NOTESI
@ALL CONSTRUCTION SHALL. CONFORM! TO 2001 C.B.C.
REFER TO SHEAR WALL SCHEDULE FOR SILL PLATE
NAILING AT SHEAR PANELS
(B)NOTIFY ENGINEER OF RECOREb IF CERTAIN
CONDITIONS ARE NOT SHOWN OR DETAILED.
(29 4 X BEAMS BEARING ON TOP PLATE TO HAVE DOUBLE
STUDS OR POST UNDER TOP PLATE -PER PLAN,
CONNECT BEAM TO PLATE W/A35 EA. SIDE (U.O.N.).
14 ALL b9L. FLOOR JOISTS SHALL BE FACE
NAILED W/16d 012" O.C. STAGGERED 2" FROM
EACH EDGE (U.O.N.).
11 ALL HEADERS NOT ,SPECIFICALLY NOTED SHALL
BE 4 X MIN. WITH THE DEPTH IN INCHES EQUAL
TO THE SPAN IN FEE (4 X 4 MIND.
12 ALL FRAMING MEMBERS TO BE D.F. #2 (U.O.N
ALL POST. TO BE b.F. #1
13 PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL
PARTITIONS.
14 ALL 4 X 8 AND LARGER HEADERS SHALL HAVE
DOUBLE TRIMMERS EA. SIDE OF HEADER(U.O.N.j
@5 ALL DOUBLE / TRIPLE FLOOR JOISTS BEARING
ON TOP PLATE TO HAVE DOUBLE / TRIPLE STUDS
DIRECTLY UNDER.
1b WOOD BEAMS 4" $ WIDER SHALL BE D.F. #1
OR BETTER (U.O.N.).
BEAM BEARING ON POST TO HAVE "BC", "PC" , "CC
POST CONNECTORS BEAM TO POST (U.O.N.) OR
DETAILED OTHERWISE ON PLAN.
(@PROVIDE 1 X 6 TIE JUST ABOVE CEILING JOIST
WHERE CEILING JOIST ARE NOT PARALLEL LAP
WITH RAFTERS AND SPIKE WITH 3-16d.
(R ALL BEAMS SHOWN ON PLANS SHOWED BE
PLACED AT CENTER OF ALL POINT LOAD FROM
ABOVE OR BEARING WALL OR / SHEAR WALL
REFER TO ARCHITECTURAL PLANS FOR ANY
bl:AAMl..�ENNSrONS bONT SCALE STRUCTURAL PLANS
Gt GEE
V INDICATES SHEAR WALL. PANEL,.. TYPE
SEE SHEAR WALL SCHEDULE.
GINDICATES DETAIL. NO.
0 INDICATES BEAM NO.
0 INDICATES GRID LINE NO.
SMEAR WALL
Roofo-w FRAMING
1
ST tUC11.lmL coNSuLT"4m omGN
RESMOnM &MMiMERCOUL
3404 VIA tlKOtICr WIT *201
NEWPOKt MACH. CA 92M
'rr±lEM"DW: 9499564 M FAX- 949-SCb+6 W
w: PARLEEENGtNEEIttNiG.C4M
PaMee rmineedrig expressly
Its common law
wprvtrt and other Pit+
"gtft to "was plans. "was
plans are not to be reproduced,
changed, or copied M any form
or manner whatsover, not are
they to be assigned to a Wrd
party, wntwut first obtainirq the
written p4nrmtaslon and consent
of, In the event of unauthorized
use of Itwe plans by "Vrd pary,
the client agrees to WM harmless,
lnftmnityr and defend loodee IENG.
f m any dahas artstnd from such
unauthor and re -use.
r.1�r
1 SCALE. Ile = 11-V
SHEET NC}.
S3
F".E;
w l
m �
Mandatory -Measures Checklist: Residential (Page 2 of 2) MF-1R
NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an
asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into
the Permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures
whether they are shown elsewhere in the documents or on this checklist only.
DESCRIPTION instructions: Check or initial applicable boxes or enter NIA If not applicable. DESIGNER .ENFORCEMENT
Space Conditioning, Water Heating and Plumbing System Measures: (continued)
1 60(m): Ducts and Fans
1. Ail ducts and plenums installed, sealed and insulated to meet the requirements of the 1998 CMC Sections 601,
603, 604 and Standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in
conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system
that meets the applicable requirements of UL181, UL181A, or UL1818. if mastic or tape is used to seal openings i
greater than 1/4 inch, the combination of mastic and either mash Or tape shall be used. Building cavities shelf not
W used for conveying conditioned air. Joints and seams of duct systems and their components shell not be
seated with cloth back rubber adhesive duct lapas unless Such tape is used in combination with mastic and
drawbands.
2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other
than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building
cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be
Compressed to cause reductions in the crowsectional area of the ducts.
3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive
duct tapes unless such a tape is used in combination with mastic and drawbands.
4. Exhaust fen systems have back draft or automatic dampers.
5. Gravity ventilation systems serving conditioned space have eitherautomatic or readily accessible, manually
operated dampers,
6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture,
equipment maintenance, and wind but not limited to the following: Insulation exposed to weather shall be suitable
for outdoor service e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam
insulation shag be protected as above or painted with a coaling that is water retardant and provides shmiding
from solar radiation that can Cause degradation of the material.
114: Pool and Spa Heating Systems and Equipment
1. Certified with 78% thermal efficiency, on -off switch, weatherproof operating instructions, no electric resistance
heating, and no pilot.
2. System is installed with at least 36" of pipe between filter and heater for future solar, cover for outdoor pools Or
spas.
a. At least 36" of pipe between filter and heater for future solar heating.
b. Cover for outdoor pools or outdoor spas.
3. Pool system has directorial inlets and a circulation pump time switch.
5115: Gas fired central furnaces, pool heaters, "heaters or household cooking appliances have no
continuously burning pilot fight (Exception: Non -electrical Cooking appliances with pilot < 1 So stu/hr)
6118 (f): Cool Root material meet specified criteria
Lighting Measures
6160(k)1: Luminaires for general fighting in kitchens she# have lamps with an efficacy 40 lumensANattorgreater for
general fighting in kitchens. This general lighting shall be Controlled by a switch on a readily accessible lighting
control panel at an entrance to the kitchen.
of
3150(k)2 Roans with a shower or bathtub must have either at least one lummaire with lamps with an efficacy
40 lumens/watt or greater switched at the entrance to the room or one of the Alternative to this requirement
allowed in Section I 50(k)2.: and recessed ceiling fixtures are IC (insulation cover) approved.
3.1 r By EnergySoft User Number: 6215 Job Number. NSG5-072 Page:6 of I I - --------
Mandatary Measures Checklist: Residential (Page 1 of 2) MFAR
NOTE: Lownse residential buildings subject to the Standards must contain these measures regardless of the compliance approach used, items marked with an
asterisk (-) may be superseded by More stringent Compliance requirements listed on the Certificate Of Compliance, When this checklist is incorporated into
the permit documents, the features noted shall be Considered by all parties as minimum component Performance specifications for the mandatory measures
whether they are shown elsewhere in the documents or on thin njloP ii.i _h
DESCRIPTION Instructions: Ctwck or initial applicable boxes or enter WA if not applicable.
DESIGNER
ENFORCEMENT
Building Envelope Measures
Fy-1
IJ^_J
*§150(a): Minimum R-19 ceiling insulation
§150(b) Loose fill insulation manufacturers labeled R-Value.
W
*§ I 50(c) Minimum R- 13 if insula,bow"n" -i-a-m-ed -walls _oreq_uivejen_t_U-`vaIue in metal frame walls -(does-
not apply to exterior mass waits),
4150(d): Minimilm R-13 raised floor insulation in framed floors or equivalent,
§ 1 50(1)� Slab edge insulation -water a4fiorpt" rate no greater than 0,3%, water vapor transmission rate no
greater than 2.0 peirinvinich,
i
118: Insulation specified or installed mom insulation quality standards. Indicate type and form,
6116-11T Fenestration Products, EXWW OWS and Infiltration/Exhifiration Controls
"T
1. Doors and windows between Conditioned and unconditioned spaces designed to limit air leakage.
2. Fenestration products (except field fabricated) have label with Certified U-Factor, certified SOW Heat Gain
Coefficient (SHGC), and infiltration certification.
3. Exterior doors and windows weaviersuipped; all Orris and Penetrations caulked and sealed.
I 50(g): Vapor barriers mandatory in Climate Zones 14 and 16 only,
I 50(f): Special infiltration barrief 1113121100 to comply with Section 151 meets Commission quality standards,
150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs.
1. Masonry and factory -built &replaces have
a. Closeable metal or glass door
b. Outside air intake with damper " control
c Flue damper and control
2. No continuous burning gas pilots allowed,
Space Conditioning, Water Heating and Plumbing System Measures
E]
§110.13: HVAC equipment water heaters, showisibeads and faucets certified by the Commission.
§lWh):Heating and/or Cooling loaftcaic,"Wi.aorotdancewith ASHRAE,SMACNAorACCA,
LA J§
1500): Setback thermostat on all applicable heating and/or cooling systems,
I W): Pipe and Tank Insulation
1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with
insulation having an installed thermal resistance of R-12 or greater,
2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater)
3. Back-up tanks, for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external
insulation or R-16 combined internallexterrial insulation,
* All buned or exposed piping insulated in recirculating sections of hot water systems.
S. Cooling system piping below 55 degrees F. insulated.
& Piping insulating between heating source and indirect hot water tank,
"n By EnergyS*ft J
User Number: 6215 Ob Number: NSG"72
Pagw5cifll
Certificate of C fiance: Residential
- (Part 2 of 2) CFAR
MADRID RESIDENCE
Project Ti 5/18/2005
Date
HVAC SYSTEMS Now- input i4yd
t ronic or Combined Hydronic data under Water Heating Systems, except Design Heating Load,
Heatino Equi Distribution
Pment Minimum Type and
Type'(rumace, heat Efficiency Location Duct or
pump, etc.) Piping Thermostat Location
(AFUE/HS F) ucts, attic, etc.) R-Value Type Comments
P
Cahkal-Eumaw-_ 81% AFUE 4_L
Cooling Equipment 'Minimum Duct
Type (air conditioner, Efficiency Location Duct Thermostat
heat pump, evap. cooling) (SEER) (attic, etc.) R-Value Type Comments
Location
---4.2-
---------------
WATER HEATING SYSTEMS
Water Heater Water Rated Tank Energy FacO
'Heater Distribution # in Input External
,System Name Type' Type Ut Cap. or Recovery Standby Tankinsul.
SYst. Btu/hr - (gal) Efficiency Loss R-Value
1 For small gas storage (rated inputs of less than or equal to 75,00o Btu/hr), electric
For resistance an large gas storrape water heateh, ' d heat pump water heaters,
(rated input of greater than 75,000 stw/hr), list list energy factor.
For:
instantaneous gas water heaters, fistRated input and Recovery Effil, Rated Input, Recovery Efficiency and Standby Loss,
REMARKS
Jency,
This certificate Of compliance lists the building features and Performance specifications needed to Comply with Title �24, Parts I and 6 of the
California Code of Regulations, and the administrative regulations to implement them. This cendIca a
.overall disign responsibility:to has been site
bythe individual with
The undersigned recognize that compliance using duct sealing and TXV`s requires installer testing and certification
&W field verification, by an'� �g
I approved HERS rater.
O"Jigne'r Or Owner (Per Busines st & Professions Code) Documentation Author
Name:
Name:
TitleiFirrn: KHALIL M. SHAKHTOUR
GSARN
Address: Title/Firm: 49" Engineering
Address: 34
!04_Y4_0_P_q_r_toA1 02
Telephone: Newport Beach CA O,>Ar.-2
Telephone: (94g,
Lit. #:
(signature)
Enforcement A�ency (date) (4signa ur4e)&/-ate) -
Name:
TitWFirm:
Address:
(signature/stamp)
[E�ft�rgyP;03,1_ ByEnergySoft U Number: mn"Swims- 1" 9;04 --------- Run -Call w - - - -
Job Number: NSC-6_072
Certificate of Compliance: Residential 01 n
(Part 1 of 2) CF_,
MADRID RESIDENCE
118 12 0 0 5
3810. S.�YCAkMREWNTA ANA
Projoct Address --------
Parlee Engineering Building Permit #
tkicwncntation Author9 -6666
___Jq449) 566
TelephonePlan Check I Date
CQmp0e_rT_e_rf6rmance 8 Fiala-C-heck / Da-tiC
-Coine! or) I I
Climate Zone
GENERAL INFORMATION Enforcement !gency use 02�y
Total Conditioned Floor Area: ---2.346-f? Average Ceiling Height:. 8,0 ft
Total Conditioned Slab Area:
Building Type:
(check one or more)
ix] Single Family Detached ❑Addition
iV E
Single Family Attached ❑ Existing Building
Multi -Family f_V_1
1^i Existing Plus Addition
Front Orientation: Ail -FOUr_QrientatiQnS Floor Construction Type: Slab Floor
Number of Dwelling Units: -im
Number of Stories: 2 DRaised Floor
I DING SHELL "TN
Const,
Component Frame Assembly
lae pe Location/Comments
141ab On Grade y U-Value (attic, garage, typical, etc.)
_n/a --kL5§ Covered S w/R
14.13wall AN -A 4C 40 Perimeter Insulation
44M.
I
--.Wood
Q_0_M Exterior Wall
Solid Wood Door
__.�[one
R-30 Roof(R.30,2x12.16)
Wood ---0.035
Exterior Roof
FENESTRATION
Type Orientation
Area
Shading
Devices
(SF)
Fenestration
�ft e%
Exterior
Overhang Side Fins
i
lC
11
Shad
Yes / No Yes / N 0
5_00
Q.87
0-59
Bug �J�p
❑ R RX
4k--
58.0
-0.87
0.59
Bug Screen
F❑I Fzl n m�
l3wr .... 0&9 Bug a�jagln '❑
nX
Q
FX]
0.87 0.59 Byg ❑Scregn
R]
❑
El
n
1:1
El
11
El
1:1
n
EI
0
El
Q
El
I❑I
❑
n
El
n
❑
1-1
El
n
❑
1:1
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❑n
an
V
7.,
A
P,4"EE ENGINEERING
STRUCTURAL CONSULTING& DESIGN
RESIDENTIAL& COMMERCIAL
3404 VIA OPORTO SUITE *201
NEWPORT BEACH, CA 92663
TELEPHONE: 949-566-6666 FAX*- 949-566-6667
WEBSrM; PARLEEENGINEFRINr, rAAA
Parlee Engineering expressly
reserves its common law
copyright and other property
rights In these plans. these
plans are not to be reproduced,
changed, or copied in any form
or manner whatsover, not are
they to be assigned to a third
party, without first obtaining the
written Permission and consent
of, in the event of unauthorized
use of these plans by third pary,
the client agrees to hold harmiess,
indemnify and defend Pariee ENG.
from any claims arising from such
unauthorized re -use.
PROJECT# NSG5-072
PHASE:
PERM1717.
DRAWN BY.
NO. DATE DESCRIPTION
05/1W5 DESIGN DATE
[SCALE:
C SHEET jq "S
SHEET NO. E.S
FI FILE.
E.N. OF
POST PER PLAN
E.N. OF SHEAR WALL
SHEAR WALL PER PLAN
' SIMP.HD
SiMP.HD
f SEE PLAN
/SEE PLAN
/
4 X SLIM.
OR 2-2 X F.J. —2 X SILL PL
2 X SILL PL.
SOLE PL. NAILING PER
11111771177 EXISro
«��.
ER BM, PER
SHEAR WALL SCHEDULE
FLOOR
SIMP, ET 22 / 56
UrLe
PLAN PLAN
E.N.
BARS DOWELS
EPDXY SYSTEM To eavc, FoorG.
LARR * 25120 It-e. 16. O.C.
10
SIMP LTP4�
LARR * 25185 u
ICL3o # 494 s.
SIMP. � 22 56
YS"
4
@ 12" O/C
0
NEW PAD FOOTING
LARR * 25185
° °
SEE SHEAR
WHERE 0"URE
It2tiC} # 4945
HOI,D
DOWN
ROD SIZE
A 307
Le
HD2A
5/8
91/2"
KWA
5/8
12"
BD8A
7/8
15112"
E.sm. 13
mmm
I:t
P. WALL SCHEDr
SIMP. cc MST 721 4" E,N.------'.�-- 2 X BLK1G.@ 2 X F.J.
48" O.C.W/ E.N.
fill 3" 0 sTt.
__IuPIPE PST.
SHEAR WALL
(PER PLAN) [> � -rlIn WeL I
SPECIAL INSPECTION REQUMED SPECIAL INSPECTION REQUIRED
is 112 8 4____
SIMP MST48
8d@6"O/C
SIMP. ET,,5/8" O STUD W/ ROOF SFWATING
3/4" DRILL PIT, @ 16" O.C. 3-8d FINGER
2x4 SLAT FINGER @ 34" O/C
SEE SHEAR WALL SW. cc NOTCH INTO ROOF IST. W/
NEW 3 X BLK'G.
SCHEDUAL,5" MIN, EMBED PER. BM/ PST. B'N, NAIL W/ 2-16d
STt PIPE COL.
/E.N. INTO ROOF RAFTI! KS
(PER PLAN) i 4„
EXIST`G FOOT'G FOR MORE
4" SLAB ill" X 30" x 3/4"THK. INFOR.(ICBO*4945)
STL PLATE . (O.U.N) 2x ROOF JST W!
i" DRYPACK 16d @ 16" O/C TO
NO.4 BARS 0 10, O.C. O/C /
w/ EPDXY d PLATE SPLICE W/ E.N. Zx B ?2
SIMP ST12 STRAP 3-16d TO FINGER &
° SHEAR W 2-16d TOE NAILS TO
Na.4 BAR @ d. PER P PLATE
EA. 32" O.C.a d PM PST.
. PER PLAN 2x PLATER W/ 16d
We. HL 43 @ 16" O/C TO PLATE
@ EA, SIDE RIDGE BEAM ( PL.AM
4 - 5/8" REBAR (PER --- ism - -�
A.B. (PER PLAN)
PLAN) TO BE VERIFIED
SPECIAL INSPECTION REQUIREDD
BM, PERM AN
14 7
ROOF RAFfM ROOF
SHEATHING
SEE STPUC. STUD WALL WITH 5/8" 8d AT 6" O/C E.N,
FOR SHEAR A.B AT 3L5 EXISTG DBL.TOP PL. O/C (U,a.N) NEW DBL.TOP PL.
WALL
E.N. T. SILL N= Zf
SLAB PER PLAN + + + + +
f� + + + + + 2xBLOCKING
4d 4 ,
iG
4
�- �uv. / CONST. JSL}
SIMP P't1D T(OPTIONA
�r/�/� ,�/,�� �.� r.��, ��. TOP PLATES FASCIA
(PER PLAN) 12" � /j/fi//'` %` 4 A 4: PROVIDE ?"MIN EMBD ( SEE ARCM, FOR SM A35
MIN 4x4 POST 0 EA. END �\�\ , 4 ��. �,' OF A.B. INTO 1ST POUR E.N. O/C
OF SHEAR WALL (U.N.O.) - 3" / // // a / IMP SHAPE AND SIZE @ 1ti"
OF OVER HANG)
"\/' REBAR PER PLAN M7
2x OR 3x PRESSURE TREATED �%°� �./ �/ / 'fir SHEAR WALL
SILL PL.
E.N. SIMP SSTB \l //� /�' /'' /; PER PLAN TUD WALL
(PER HOLDDOWNS)//��
. . , . (SEE SCHED. BELOW) /,\ t�y'.,y //:� 2x STUD WALL
12"
CONCRETE FTG.
1"G.(CONTINOUS)Now
OR STEM WALL
e # PROVIDE ADD. DEPTH 10 6
r t{ FOR(SSTS24,SSTB281
SSTB34,SSTB36) Lid 0 6" O/c SIMCP H 2.5 0 32"
SIMP. ET.,5/8" O STUD W/
ON TABL E 3/4" DRILL PIT,
MODE.
NO.
STEM
WIDTH
IA
G.
MIN
EMS
S11316
G
5/8
7 1
SSTB20
5
5/8
1 1
5STS24
6
5/$
5 2
SSTB28
8
7/8
9 2
SSTB34
8
7/8
3420
SSTB36
8
7/8
6
CORM- BOCA, ICBO, ssca NER--393,
NER-469;CITY OF L.A. RR 2488, RR
25158 AND RR 25293
SELECTI 7" MIN. EMBED INT, 16d 0 4• J,/r
EXIST'G FOOT`G FOR MORE ojC / x BWG SM ST 22 @a 4' O/C
MODEL.
2x,3x, 2-2x SILL PL.
MONOPOUR
Two
PQMR
NO.
PHD2
HD2A.
L.TT20B
SSTS16
SSTS20
L.TTI31
HTT16
PHD5
HDSA
141120
SSTB20
SSTB24
HTT22
SSTB
PHD6
PHDB
HD6A
HDSA
SSTB28
SSTB34
HD10A
NEW 3 X
INFO R.(ICBO*4945)
(O.U.N)
2 x R.R.
WALL1/2
" PLYWOOD
BLK'G. FOR SHEAR WALL
T. SILL
(PER PLAN)
RIDGE BEAM
12 AND ABOVE
PER PLAN
LAB PER PLAN
SOLE PL NA11:G
PER SHEAR WALL
SIMP` LSSU28 HANGER,
SLOPED OR SBR A35
E.N.
erd
SCHED,
a) F.A. SIDE OF R.R.
4 . ",N,
MIN,
"
2X1UM.
Q
Parlee Engineering expressly
reserves its common law
copyright and other property
rights in these plans, these
plans are not to be reproduced,
changed, or copied in any form
or manner whatsover, not are
they to be assigned to a third
party, without first obtaining the
written permission and consent
of, in the event of unauthorized
use of these plans by third pary,
the client agrees to hold harmiess
Indemnify and defend Pariee ENG.
from any claims arising from such
unauthorized re -use.
PHASE:
124tur �11
11 -
r
! DATE t L!
1i i #*�I
1"�
SCALE: NOT TO SCALE
SHEET NO.:
FILE: