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ALL NEW CONSTRUCTION (SHADED) SHALL
BE DONE IN ACCORDANCE WITH THE 2001
CALIFORNIA BUILDING, PLUMBING,
MECHANICAL AND ELECTRICAL CODES, AND
ALL LOCAL CODES AND ORDENANCES.
ALL WORK SHALL COMPLY WITH THE
CALIFORNIA BUILDING STANDARDS CODES
FOUND IN THE STATE OF CALIFORNIA
TITLE 24.
LOT SIZE
EXISTING SQ.
PROPOSED
ADDITION
CONSTRUCTION
TYPE
ZONING
awou!1m,
A.- ALL WINDOWS ARE NOTED BY WINDOW SCHEDULE
IN PLAN AND ELEVATION, WITH SPECIFIC
MANUFACTURER SELECTION BY OWNER AND/OR
CONTRACTOR. CONTRACTOR MUST VERIFY ALL
REQUIRED ROUGH FRAMING OPENINGS.
B.- BEDROOMS AND SLEEPING AREAS MUST HAVE AT
LEAST ONE WINDOW WITH A SILL HEIGHT OF NO MORE
THAN 44 INCHES ABOVE THE FLOOR WICH WILL MEET
LOCAL CODE EGRESS REQUIREMENTS.
NOTES:,
A.- ALL WOOD CONSTRUCTION SHALL COMPLY
WITH CODE SEC. 2320 AND MINIMUM NAILING
WITH CODE TABLE 23-11 -B- 1.
B.- WALLS WITH PLUMBING WILL BE 2X6 STUDS.
C.- WALLS AROUND TUB SHOWERS TO BE
FINISHED WITH HARD NON -ABSORBENT
MATERIAL.
D.- A MINIMUM WIDTH OF 30 AND 24 SPACE IN
FRONT IS REQUIRED IN ALL TOILETS.
LEGEND:
EXISTING 2X4 WALL
PROPOSED NEW 2X4 WALL
WALL TO BE REMOVED
i"CoNA't IN 5
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1ITLE SHEET
I SITE PLAN
I FLOORPLAN
2 ELEVATIONS
3 FOUNDATION PLA�
3 ROOFPLAN
3 FRAMING PLAN
3 CROSS SECTION
4 ELECTRJCALAND'
4 UTILITYPLAN
5 GENERAL NOTES
6 DETAILS
7 TITLE 24
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APR 05 20
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DATE 3 -7-05
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DRAWN BY
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GENERAL_NOTES
I. EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE NOTED OR SHOWN ON THE
PLANS. WORKMANSHIP & MATERIALS SHALL CONFORM TO THE LATEST EDMON OF
THE C.B.C., U.B.C. OR LOCAL CODE
2. THE PLANS SHALL BE REVIEWED FOR DIMENSIONAL & EXISTING SITE
CONFORMANCE WITH THE PLANS BY THE CONTRACTOR 'PRIOR TO THE START OF
CONSTRUCTION. THE ARCHITECT 4% ENGINEER SHALL BE NOTIFIED OF ANY
DISCREPANCIES.
3. WORKING DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS.
4> ITEMS IDENTIFIED By TRADE NAMES MAY BE SUBSTITUTED BY APPROVED EQUALS.
5. NOTES & DETAILS ON DRAWINGS SHALL PRECEDE THESE GENERAL NOTES
REMODELING NOTE
1. PROVIDE ANY SHORING & OR BRACING PRIOR TO REMOVING EXISTING WALLS,
BEAMS, OR SUPPORTS FOR CONSTRUCTION. REMOVE SHORING ONLY WHEN NEW
SUPPORTS ARE IN PLACE AND SECURED,
2. PROVIDE RED HEADS INTO EXISTING CONCRETE AT ALL SHEAR WALLS PER MFG.
SPECIFICATIONS. SEE SHEAR WALL SCHEDULE FOR SIZE AND SPACING.
3. PROVIDE SIMPSON ST-6224 BETWEEN NEW WALLS AMC? EXISTING WALLS AT THE
DOUBLE TOP PLATE,
4. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES WHETHER OR NOT SHOWN
ON DRAWINGS AND PROTECT THEM FROM DAMAGE.
5. 00 NOT CUT POST TENSION SLABS. CONTRACTOR TO DETERMINE EXISTING
CONDITIONS PRIOR TO START OF CONSTRUCTION.
6. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS FOR FOOTINGS, BEAMS
AND JOISTS, SIZES LOCATIONS ETC. AND SHALL NOTIFY THE ARCHITECT & ENGINEER
OF ANY DISCREPANCIES,
7, DOWEL NEW INTO EXISTING SLABS W/#4 REaAR 0 2e O-C, AND FOOTINGS
W/DOWELS TO MATCH NEW REINF. SIZE/LOCATION.
ENGINEERING NOTES
I. CONCRETE SLABS ON GRADE HAVE NOT BEEN DES11ONED BY THE STRUCTURAL
ENGINEER.
2. THE VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN
CONSIDERED BY THE STRUCTURAL ENGINEER.
3. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION, BRACING SHORING, TEMPORARY
SUPPORTS ETC., IS THE SOLE RESPONSIBLITY OF THE CONTRACTOR, AND HAS NOT
BEEN CONSIDERED BY THE STRUCTURAL ENGINEEIR. THE CONTRACTOR IS RESPONSIBLE
FOR THE SFASILITY OF THE STRUCTURE DURING THE ENTIRE COURSE OF
CONSTRUCTION. THE ENGINEER SHALL NOT BE HMO RESPONSIBLE FOR FIELD
INSPECTION/OBSERVATION OF THE ABOVE ITEMS,
4. ALLOWABLE SOILS-, PRESSURE TO BE A MINIMUM OF 1000 PSF UNLESS A SOILS
REPORT IS PROVIDED." -SOILS IN THE BUILDING AREA & 5 FEET BEYOND SHALL BE
COMPACTED TO A MINIMUW OF 90% RELATIVE COMPACTION PER U.B.C.
SOILS RE -PORT BY:
408 NO,
STRUCTURAL SYMBOLS
INDICATES SHEAR WALL TYPE & LENGTH. SEE FOUNDATION & OR FRAMING PLAN AND
SHEAR WALL SCHEDULE FOR TYPE, SILL BOLTING. SHTG., ETC. NOTE: FOR SILL
BOLTING AT EXISTING FOOTINGS USE "RED HEAD WEDGE ANCHORS" ICSO#1372 THE
SAME SIZE & SPACING AS SILL BOLTING (MIN 7 1/2' EMBED).
INDICATES POST
MIW POST SIZE/TYPE AS FOLLOWS U.N.O.'
SEW SIZE POST SIZE
4 X 14 & SMALLER 2-2X4 W/1 6d NAILS 0 12- O.C.
6 X 12 & SMALLER 3-20 W/1 6d NAILS 0 12' O.C.
4 X 16 & LARGER 4X4
.6 X 14 & LARGER -06
SEE HOLDOWN DETAILS AND TYPICAL WALL FRAMING FOR FURTHER POST SIZE
REQUIREMENTS.
POSTS ARE TO CONTINUE DOWN TO FOUNDATION.
1. SOIL BENEATH FOOTINGS AND SLABS SHALL BE COMPACTED PER U.S.C- (9070
RELATIVECOMPACTION MINIMUM.
2. THE SOILS ENGINEER SHALL INSPECT THE FOUNDATION PRIOR TO POURING OF
CONCRETE AND SHALL VERIFY THE SOIL BEARING PRESSURE TO BE 1000 PSF MIN
OR PER THE SOILS REPORT,
3. SLAB. ON GRADE: 4 INCH. CONCRETE SLAB WITH #3 0 24"O/C E.W. 0 CENTER
OF SLAB OVER 2 INCH. OF SAND ,OVER 6 MIL. VISWEEN OVER COMPACTED SOILS
UiN.O.
4. NO TRENCHES OR EXCAVATIONS FIVE FEET IN DEPTH OR GREATER INTO WHICH A
PERSON SHALL BE REQUIRED TO DESCEND SHALL BE MADE WITHOUT PROPER
PERMIT.
5. THE MINIMUM BOLTING FOR SILL PLATES TO FOUNDATION SHALL BE AS FOLLOWS:
5/8`-DIAMETER ANCHOR BOLTS WITH 7- MIN EMBEDMENT IN CONCRETE WITH
SPACING NO GREATER THAN 4 FEET O.C. NOR FURTHER THAN 12" FROM CORNERS
.(MIN 2 BOLTS PER PIECE). SEE THE FOUNDATION PLAN & SHEAR WALL SCHEDULE
FOR FURTHER BOLTING REQUIREMENTS
6. PIPES OR DUCTS THAT EXCEED ONE THIRD THE SLAB OR CONC. WALL THICKNESS
SHALL NOT BE PLACED IN STRUCTURAL CONC< UNLESS SPECIFICALLY DETAILED- SEE
MECHANICAL AND/OR ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES,
ACCESSORIES. ETC.
7< PIPES MAY PASS THRU STRUCTURAL CONC. IN SLEEVES, BUT SHALL NOT BE
EMBEDDED. THEREIN.
8. PROVIDE 3/4" CAMBERS AT ALL EXPOSED CORNERS
S. SEE ARCHITECTURAL PLANS FOR -MOLDS, GROOVES, ORNAMENTS CUPS OR
GROUNDS REQUIRED TO BE CAST IN CONCRETE, AND FOR LOCATIONS OF FLOOR
FINISHES AND SLAB DEPRESSIONS.
10. LOCATION- OF POUR JOINTS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER.
CONCRETE
1. UNLESS, OTHERWISE
E NOTED ON PLANS ONCR E SHALL BE TYPE I WITH A
MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS. CEMENT SHALL
CONFORM TO A.S. T,.M-. CX-150. FINE & COURSE AGGREGATE SHALL CONFORM TO
AS.T.M. C33.
T., REINFORCING STEEL, #3 AND #4 GRADE 40, #5 AND LARGER GRADE 60 PER
A;S.T.M. A615.
2. LOW HYDROGEN WELDING RODS SHALL BE USED FOR ALL WELDING OF
REINFORCING OARS.
3. *BARS NOTED AS '*CONT `TYPICAL WALL REINFORCING AND VERTICAL COLUMN
REINFORCING SHALL HAVE A -MINIMUM SPLICE OF 50 BAR DIAMETERS LAP IN
MASONRY OR 40 BAR DIAMETERS MINIMUM IN CONCRETE..
4. REINFORCING SHALL BE SPLICED ONLY AS SHOWN OR NOTED, OTHER SPLICES
SHALL BE APPROVED BY THE STRUCURAL ENGINEER.
5. SPLICES IN ADJACENT HORIZONTAL WALL REINFORCING BARS SHALL BE STAGGERED
4 FEEEI UNLESS OTHER WISE NOTED.
6. PROVIDE DOWELS IN FOOTINGS AND/`OR GRADE BEAMS THE SAME SIZE AND
NUMBER AS VERTICAL WALL OR COLUMN -REINFORCING. DOWELS SHALL HAVE A
MINIMUM PROJECTION EQUAL To STANDARD LAP SPLICE UNLESS OTHERWISE NOTED.
7. ALL REINFORCING, ANCHOR BOLTS, AND OTHER INSERTS SHALL BE SECURED IN
PLACE PRIOR TO PLACMENT OF CONCRETE OR GROUTING OF MASONRY.
S. PROVIDE THE FOLLOWING MINIMUM PROTECTIVE COVERING OF CONCRETE:
BELOW GRADE (UNFORMED) ------------------------ 3" CLEAR
BELOW GRADE (FORMED) -------------------------- 2" CLEAR
WALLS------ ---------- --_--_-___..---..•_- I" CLEAR
COLUMNS---------------..._----...__-- --------- 1.5"CLEAR
BEAMS AND GIRDERS----.,.-----..--__-_-_...--.-------1.5-CLEAR
STRUCTURAL SLAB (ABOVE GRADE)-------- --- ---------3/4"CLEAR
S. NUMBER ,S OR LARGER REINFORCING BARS SHALL NOT BE RE -BENT WITHOUT
APPROVAL OF THE STRUCTURAL ENGINEER,
E6�C6E BLOCK M&aQN_RY
.......
N&LIN& SCHEDULE (PER TABLE 23-11-8-1)
I.' CONCRETE BLOCK SHALL CONFORM TO A.S.T.M. C90, GRADE N UNITS, SEE
THIS NAILING 15 TYPICAL UNLESS OTHERWISE NOTED NAILS SHALL BE BOX OR
ARCHITECTURAL PLANS FOR TYPE, PATTERN AND JOINT DETAILS,
COMMON WIRE SPECIFICLY DETAILED CONNECTIONS SHALL BE NAILED WITH COMMON
WIRE NAILS, DIAPHRAGM SHEATHING NAILS OR OTHER APPROVED SHEATHING .
2. MORTAR SHALL BE AS FOLLOWS' f*m = 1500 PSI MIN.
CONNECTIONS SHALL BE DRIVEN $0 THAT THEIR HEAD OR CROWN IS FLUSH. WITH,
I PART PORTLAND CEMENT 4 PARTS SAND 1/4 MIN. TO 1/2 MAX. PART HYDRATED
THE SURFACE OF THE SHEATHING.
LIME
JOISTS OR RAFTERS TO SIDES OR STUDS
3. GROUT SHALL BE AS FOLLOWS., fo = 2500 PSI
8 INCHES IN DEPTH OR LESS----------------------~-- ----°---ry- -3-lad
I PART PORTLAND CEMENT 3 PARTS SAND 2 PARTS PEA GRAVEL WATER SUFFICIENT
FOR EACH ADDITIONAL 4"OEPTH ADD-------------°----------""4 ---11-10d
TO ALLOW GROUT TO FLOW INTO ALL JOINTS.
JOISTS. OR RAFTERS AT ALL BEARING
TOE NNL EACH SIDE ---------------------------------- 3-8d
4. CELLS SHALL BE IN VERTICAL ALIGNMENT TO PROVIDE A MIN. UNOBSTRUCTED
STUDS TO BEARING -TOE NAILS EA. SIDE-----------------------2-8d
CORE OF 3"X .3". DOWELS FROM FOOTINGS SHALL BE SET TO ALIGN WITH CORE
BLOCKING BETWEEN JOISTS/RAFTERS
REINFORCING.
TO THE JOISTS/RAFTERS TOE NAILS EA SIDE ------------------- 2-1 Od
FROM BLOCKING TO BEARINO TOE NAILS EA SIDE ---------------- 2-10d
5. ALL CELLS BELOW FINISHED GRADE AND ALL CELLS WITH REINFORCING,
ANCHORS OR INSERTS SHALL BE FILLED SOLID WITH GROUT.
BLOCKING BETWEEN STUDS
AT EACH END -TOE NAILS---4------------------------------------ 2-10d
END NAILS ----------------------------------------- 2-1 6d
6. CONCRETE SURFACES SHALL BE CLEANED OF ALL LAATANCE PRIOR TO SETTING OF
BLOCKS,
PROORESSIVE EILOOKING
RAFTER TO BLOCK & BLOCK To CONT. NAILER ----------------- 2-16d
MULTIPLE STUDS
(STAGGERRIBBONTO NAILS ON STUDS WIDER THAN 4-) ----------------- Sd*24"OC
FRAMs NgT
NG E
STUDS
IX RIBBON----..------.p.--------------- ---------_.---2-8d
FRAMING SHALL COMPLY WITH SECTION 2320 OF THE U.B.C. LATEST EDITION,
2X RIBBON---------------------_------------_--------•------e°--2-1ed
DOUBLE TOP PLATES
Ewil
LOWER PLATE TO STUD --------------------- ---------- 2-15d
UPPER TO LOWER PLATE ----------------------------- 16d0l 6"OC
1. USE SIMPSON U-HANGERS ON ALL JOIST/BEAM/SEAM CONNECTIONS UNLESS
Ni- SPLICES �48"14114) ON EACH SIDE
NOTED ON PLANS,
OF BUTT IN Top PLATE---.---.---..----..-..,.....__...._-....__.....-------_8-16d
UPPER TO LOWER PLATE
2, ALL POSTS SHALL HAVE SIMPSON "PC" CONNECTORS AT TOP AND SIMPSON 08C"
AT INTERSECTIONS ----------------------------------- 13-16d
OR "BCO" CONNECTORS AT BASES UNLESS OTHERWISE NOTED ON PLANS.
CEILING* STRIPS
IX4 PER BEARiNG(STRONGHOLD TYPE)-------------- ----~-----`-- -'--'3-8d
I ALL CONNECTING HARDWARE, JOIST HANGERS, TIE STRAPS ETC, SHALL BE
2X3 PER W.ARING(STRONGHoLD TYPE) ----------------------- 1-16d
SIMPSON "STONO-TIEO UNLESS OTHERWISE NOTED OR SHOWN ON PLANS.
PLYWOOD MUNG(SEE DETAILS &/OR SCHEDULES
BUILT UP BEAMS 20d*32"OC AT TOP AND BOTTOM
FRAMW-
STAOGERED .,.------_......__._....._-----...._.v--..--_......._____-2-20d 0 END
1. SIZE, SPACING & HEIGHT LIMITS FOR WOOD STUDS ARE AS FOLLOWS (UNLESS
IX6 LET -IN BRACES, EACH BEARING -------------------------- 2-ad
OTHERWISE NOTED ON PLANS):
(PRE -DRILL HOLES FOR NAILS)
2X4 0 16-OC (BEARING WALL) SUPPORTING A MAXIMUM OF ONE
FLOOR AND ONE ROOF SHALL HAVE A MAXIMUM HEIGHT OF 10 FEET
CT
2X4 0 1600C (NON -BEARING WALL) SHALL HAVE A MAXIMUM HEIGHT OF 14 FEET
2X6 2X6 0 16"OC (BEARING WALL) SUPPORTING A MAXIMUM OF TWO FLOORS AND A
1. STRUCTURAL STEEL SHALL CONFORM TO STANDARD SPECIFICATION FOR
ROOF SHALL HAVE A MAXIMUM HEIGHT OF 10 FEET.
2X6 0 16-OC (NON -BEARING WALL) MAXIMUM HEIGHT IS 20 FEET
STRUCTURAL STEEL FOR BRIDGES OR BUILDINGS A.S.TM. A572 GRADE 50 OR DUAL
GRADE STEEL
2. RAKE WALLS AJDACENT TO SLOPED CEILINGS SHALL BE BALLOON FRAMED. DOUBLE
TOP PLATES SHALL ALWAYS BE SUPPPORTE0 BY A ROOF OR CEILING DIAPHRAM.
2. FABRICATION SHALL COMPLY WITH THE LATEST A.I.SC, SPECS.
3. SHEAR WALL PANELS MUST BE CONTINUOUS TO THE TOP PLATE AT ROOF
3. ALL BOLTS FOR STEEL MEMBERS SHALL CONFORM TO A.S.T.M, A-307 UNLESS
FRAMING, SHEATHING SHALL HAVE ALL EDGES BLOCKED & THE APPROPRIATE SHEAR
OTHERWISE NOTED.
TRANSFER THRU CEILING OR SOFFIT FRAMING,
4. HIGH TENSILE BOLTS WHERE INDICATED ON THE PLANS OR DETAILS SHALL BE THI
4. BORING AND NOTCHING OF WALL STUDS SHALL BE PER UBC (2320.I1 9 & .10)
FRICTION TYPE AND "tHERE SHALL BE NO PAINT, OIL, LAQUER OR QALVANIZING
BETWEEN THE CONTACT SURFACES. HIGH TENSILE BOLTS SHALL CONFORM TO
NOTCHING MAXIMIUM: 25OF WIDTH ON BNG WALLS
7o EARI
.-
AS.T.W A-325 OR A490,
40% OF WIDTH ON NON-13EARING WALLS
BORING MAXIMUM: 4OX OF WIW. ON WRING WALLS
S. PIPE COLUMNS SHALL CONFORM TO A.S.T,M. A-53 GRADE 8
607o OF WIDTH ON NON -BEARING WALLS.
NOTE. A MIN 5/8"CLEARANCE FROM EDGE OF STUD TO HOLE SHALL BE PROVIDED.
6, STEEL TUBE SHAPED MEMBERS SHALL CONFORM TO &S.T.M. A-501 OR A-500
GRADE B.
5, DOUBLE 2X TOP PLATE SHALL BE LAPPED 48" AT ALL SPLICES AND SHALL
OVERLAP AT CORNERS.
7. WHERE FINISH 1S ATTACHED TO STRUCTURAL STEEL, PROVIDE HOLES FOR 1/2"0
AT 4 ET O.C. THE ATTACHMENT OF HAILERS. SEE
WELDED STUDS FEFOR
6. WALL BRACING SHALL, BE PROVIDED PER UBC (2320.5-1) PROVIDE IX6 LET -IN
ARHITECTURAL DRAWINGS FOR FINISHES.
BRACING (0 APPROX, 45 DEGREES) EVERY 25- IN ALL STUD WALL NOT
SHEATHED.EIRACES TO RUN CONTINUOUS FROM TOP PLATE TO SILL PLATE.
a. BEAM CONNECTIONS SHALL COMPLY WITH "FRAMED BEAM CONNECTIONS` A.I.S.C.
PART 4, TABLE 1, USING 3/4�' DIA. A307 BOLTS (M.S.).
S. OPEN JOISTS SHALL COMPLY WITH THE STANDARDS OF "THE STEEL JOIST
1, FLOOR SHEATHING (MIN) 5/8-STRUCTURAL I T & G PLYWOOD PANEL INDEX NO.
INSTITUTE"WEB
.
32/16 WITH EXTERIOR GLUE. USE 10d NAILS AT 6.00 AT ALL EDGES, BOUNDARIES.
SHEARWALLS & 1000C FIELD. NO BLOCKING IS REQUIRED UNLESS NOTED ON PLAW
STRUCT.- 5;MLA`LDING
ALL EDGES BLOCKED AT DECKS.
2, PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL NON -BEARING PARTITIONS.
1. WELDING SHALL BE DONE BY THE ELECTRIC SHIELDED ARC PROCESS AND SHALL
COMPLY WITH A.W.S. SPECIFICATIONS FOR WELDING AND FABRICATION.
3. PROVIDE CONTINUOUS BLOCKING BETWEEN FLOOR JOISTS UNDER BEARING WALLS
2> WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS WHO ARE APPROVED BYWHICH
ARE PERPENDICULAR TO JOISTS.
THE LOCAL AUTHORITY,
4. FRAMING AROUND OPENINGS, TRIMMER AND HEADER JOISTS SHALL BE DOUBLED
AND SUPPORTED BY HANGERS PER CODE (UBC 2320.8.4),
3, ALL FIELD WELDS SHALL HAVE CONTINUOUS INSPECTION PER UBC
UNLESS OTHERWISE NOTED.
E8&MWfi-_RWE
4, ALL BUTT WELDS SHALL BE FULL PENETRATION U.N.O.
1. ROOF SHEATHING (MIN) 1/2" STANDARD PLYWOOD PANEL INDEX NO.24/0 WITH
5. A CERTIFICATE OF FABRICATION FROM THE SHOP PERFORMING WELDING OR A
EXTERIOR GLUE. USE Bid NAILS AT 6"OC AT ALL EDGES, BOUNDARIES AND SHEAR
REPORT FROM THE SPECIAL INSPECTOR MUST BE FURNISHED- TO THE JOB INSPECTOR
WALLS & 12" OC FIELD. NO BLOCKING IS REQUIRED UNLESS NOTED ON PLAN.
PRIOR TO FRAMING APPROVAL,
2. FRAMING AROUND OPENINGS; TRIMMER AND HEADER JOISTS SHALL BE DOUBLED -
S. USE E7018 ELECTRODE W/201-# TOUGHNESS FACTOR.
AND SUPPORTED BY HANGERS PER CODE.
GRADING NOTES
FRAMING -CEILING (PER TABLE 23-IV-J-3)
1. CEILING JOISTS SHALL BE 2X6 016"O.C. (MAX SPAN=15'-9.)
1. A GRADING PERMIT SHALL BE OBTAINED PRIOR TO ANY GRADING,
2. ALL FILL ONE FOOT & GREATER SHALL BE CERTIFIED AND TESTED AS TO RELATIVE
2. CEILING JOISTS SHALL BE 2X8 016"O.C. (MAX SPAN=20'-9")
COMPACTION PER U.S.C,
E8AWNG=J=nlRAFTERS
3. ALL FILL SHALL SE COMPACTED IN ACCORDANCE: WITH CHAPTER 70 -
LATEST ADOPTED EDITION OF THE U.8,C. 4. ALL UTILITY TRENCH BACKFILLS SHALL BE
1. BORING AND NOTCHING OF JOISTS SHALL BE AS FOLLOWS:
IN ACCORDANCE WITH THE SOILS ENGINEERS RECOMMENDATIONS.
(UBC 2320.12.4)
BORING -MAX. DIA. OF HOLE SHALL OF TWO
EXCEED -1/3 Or 13=54ry urrin vr JUMI
WITH A MINIMUM EDGE CLEARANCE OFTWO INCHES. MOTCHING-MAX. DEPTH AT ENDS INS PLATE SPLICE
SHALL NOT EXCEED 1/4 OF DRESSED DEPTH. NO NOTCHING IS ALLOWED IN THE 1. MINIMUM GRADIENTS ARE AS FOLLOWS- EARTH= 1% PAVING=.=
CENTER THIRD OF THE JOIST SPAN. NOTCHING IN OTHER LOCATIONS SHALL BE ON
THE COMPRESSIVE SIDE WITH A MAX DEPTH OF 1/6 OF THE JOIST DEPTH. 2. POSITIVE DRAINAGE AWAY FROM STRUCTURES SHALL BE AS FOLLOWS- 27. MIN TO
21% MAX SWALE$ TO BE 3 FEET MIN AWAY FROM STRUCTURES.
1 WHERE THREE OR MORE (MULTI JOISTS) ARE USED THE JOISTS SHALL BE BOLTED
TOGETHER WITH 1/2"DIA MACHINE BOLTS W/ WASHERS AT 24"OC STAGGERED- BOLTS FRAMING ANCHOR TOP AND
SHALL BE RETIGHTENED PRIOR TO APPLYING FINISH MATERIALS. EIMOM OF DOUISLKE STUD
3. JOISTS/RAFTERS SHALL LAP AT SPLICES A MIN. OF 4 INCHES WITH 3-16d NAILS OR POST
OR USE SIMPSON ST 2115 0 48 INCHES O.C.
4. CROSS BRIDGING OR 2X BLKG.SHALL BE PROVIDED 0 8'-0' O/C, MAX. FOR ALL
JOISTS AND RAFTERS MORE THAN 8" IN DEPTH
5. 2X SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL 2X STUDS 0
SUPPORTS.
16, O.C.
FRAMING-SOLTI I Gd 0 12' O.C..
STRAP PER PLAN W/
FULL LENGTH NAILS
4'-0" MIN. LAP
r-DOUBLE TOP PLATES
At _0 phw I Aft
SPLICE U.N.0f �45P� PLATE C
ON FRAMING PLAN
2-2): PLATES, SEE PLANS FOR
SIZE AND REFERENCE TO SPLICES
FOR HEADER SIZE, SEE PLAN
2x CRIPPLES AT 160 O.C. 7:r,7
1. ALL BOLTS BEARING ON WOOD SHALL HAVE WASHERS UNDER HEAD OR NUT. SEE:
WFINvur-MV
PLYWOOD
WHERE
FIRE BLOCKING AT CEILING
LINE AND NOT TO =EEO
"\-PRWDE SIMPSON A34 FOR 2X4
STUDS AND A35 FOR 2X6 STUDS,
SCHEDULE
16d 0 12" O.C,
STAGGERED
OCCURS
"d PER
_"'d PER EX
AT SHEAR WALLS
AT $I'
a,-o" Q.C.
EACH SIDE
2. ALL BOLTS SHALL BE RET(GHTENED, PRIOR TO APPLICATION OF PLYWOOD, PLASTER
FNSKAILING SEE tFNERAL
2-2x JAMBS FOR 4x1O AND
6x8 AND LARGER HEADERS
ETC,
3. HOLES FOR BOLTS SHALL BE BORED 113TO 1/16" LARGER THAN NOMINAL
e
E>9a.
I STUD FOR INTERAOR WALLS
2 STUDS FOR EXrEMOR WALLS
UNLESS NOTED 019-MRWISE
END POST AT PLYWOOD SHEAR
PANEL WHERE OCCURS W/ E.N.
�:5z
BOLT DIAMETER.
NOTE
LUMB
12' LG> BLOCKING 0 TOP,
POST WHERE
STUDS SHOWN ARE FOR INDICATION ONLY. ACTUAL LOCATION TO SUIT
BOTTOM, & MID -HEIGHT
OCCURS
CONSTRUCTION REGUIREVENTS. MAX. SPACING AT 16" O.C,
1. ALL LUMBER SHALL BE DOUGLAs FIR OF THE FOLLOWING GRADES UNLESS
OTHERWISE NOTED (MAX MOISTURE CONTENT SHALL NOT EXCEED 199 & GRADED IN
ACCORDANCE WITH THE WEST COAST LUMBERMAN$ ASSOCIATION-)
TYP. STUD WALL INTERSECTIONS
TYP, WALL FRAMING
STUDS & PLATES--,.,_--__-___..._-a.._-----_-_--_------NO.2
JOISTS & RAFTERS
2X4 TO 4X4 INCLUSIVE------------------ ----Q---------NO.2
2X6 TO 3xI6 INCLUSIVE-......._--------------------- - ---~------NO.2 FOR I SIZE AND SPACING OF
SINGLE USE, MEMBM JOIST OR RAFTEk SEE PLAN STAGGER PLYWOOD JOINTS
-3/8
4X---- ; -- -------------------------------------- NO,2 FOR NAIL$
6X OR LARGER ------------------------------------ NO-1 BOUNDARY NNUNG (BX) _\ v
BEAMS MIN. EDGE DISTANCE
POSTS & MULLIONS ALONG CONTINUOUS
4X4 SMALLER ----------------------------------- N4.2 PANEL EDGES
4X6 & LARGER ------------------------------------ ft2
6X6 & LARGER ------------------------------------- NO.l
II L
MISCELLANEOUS LUMBER
PARALLEL
BLOCKING.FURRING, ETC ------------------------------- NO-3
TYPICAL INTERMEDIATE
DECKING & SHEATHING
2X,3X,4X ----------------------------------- COWL DEX.
NAILING (IX)
FLOORS-10d 0 IW O.C.
ROOFS- 10d 0 12" O. •
2, ALL WOOD BEARING ON CONCRETE OR MASONRY IF LESS THAN 4 FEET FROM
GRADE SHALL BE PRESSURE TREATED DOUG FIR.
3. GWED'LAMINATED WOOD BEAMS SHALL BE DOUGLAS FIR COMB. 24F -V8(*) OF/DF
N'; N
EDGE NAILING (EW)-
(Fb=2400PSI. Fv=165 PSI, E-1,80,000 PSI) INDUSTRIAL APPEARANCE WITH EXTERIOR
A -
GLUE UNLESS OTHERWISE NOTED ON PLANS. A CERTIFICATE OF INSPECTION FOR
9LON
IT AN
EACH GLU-LAM BEAM FROM AN APPROVED TESTING AGENCY TO BE SUBMITTED 0
2 X 3 Ft SLKG. AT
DIMENSION OF PLYWOOD
APPROVED BY THE BUILDING DEPT. PRIOR TO ERECTION.USE V8 FOR CANT.
'0 EDGES.
UNSUPPORTED EDGES. (REQvlah
S�j To
RUN PERPINDICULAR TO
BEAMS AND V4 FOR SIMPLE 'SPANS BEAMS)
ONLY WHEN CALLED FOR )N
PLANS) JOISTS
2- 16d
16d 0 12', STAGGERED
<_401ST OR RAFTER
.,UPPER PLATE V' WIDER THAN
LOWER PLATE
2x STUDS 0 16, O.C.
P 12", STAGGERED
OR RAPIER
R PLATE e' WIDER THAN
R PLATE
TUGS 0 16* O.C<
MIN, SHEATHING SIZE TO BE PERPINDICULAR
4. ALL STRUCTURAL PLYWOOD SHALL BE IN ACCORDANCE WITH P.S. 1-74 NOTE: PLYWOOD TO BE 2'-0` X V-O'
INSPECTED PRIOR TO COVERING
/\ JOIST TO NON - BEARING WALL
PLYWOOD LAYOUT I 0�. I
SHEAR. PANEL LENGTH
2X4 STUDS 0 DOUBLE 70P PLATE
16" O.C. U N<o-
HEADER `
2X BLKG�--
2X TRIMMER-
U.N.O
4X END POST-
& HOLDOWNS
U.N.O. W/ E.N.
HOLDOWN PER
PLAN__j
e-
MW
st =l oll 111101 M., Im
-SILL PLATE BOLTING (OR
SOLE PLATE NAILING AT
UPPER FLOORS),
X
Z
2
NOTE�z. 4/6d MAX.
S -
1. BORED HOLE & NOTCH SHALL NOT OCCUR IN SAME SECTION.
2. NOTCHES SHALL NOT OCCUR IN MIDDLE 1/3 OF SPAN.
t lall"rell
d
WIDTH
_
NOTCH IN STUD /2
m t
BORED HOLE-----\
NOTE: BORED HOLE
& NOTCH SHALL NOT
OCCUR IN SAME
SECTION
NON -BEARING
PARTITION
TYP. STUD NOTCHING
16d AT 12" EA.
SIDE/ EA. CRIPF
Ulm
llswlill.Z111' "Allfrolm
To OF STUDS FULL
emWALL
(4) 16d EA, SIDE
2x STUDS is" O.C.
7
(2) 2X CRIPPLES TYP. 0
SEM OVER 0" DEPTH,
USE AX POST U.N.O. ON
PLANS (CRIPPLE OR POST
TO Be FULL VADT14 ON SM.)
NOTES:
I. WHERE BEAM INTERCEPTS TOP PLATE
SPLICE USE STS236
2, BIMS). CAN SIT ON TOP PLATE ABOVE
P 7 W/ E>P.0 OR P.C.
TYP . BEAM TO WALL
SHEAR WALL SCHEDULE 1997 U.B.0
SILL BOLTING
MARK
WALL TYPE
SHEAR 0
SHEAR 0
ALLO WA13LE
ONE SIDE
BOTH SIDES
I
SILL NAILING
SHEAR
OF WALL
OF WALL
'D UPPER STORIES
7/8"STUCCO OVER PAPER BACKED LATH W/1 6 CA STAPLES AT 6"O.C. AT TOP & BOTTOM
A
EDGE OF SHEAR WALL AND ON FIELD {ICAO REPORT No.1318, AUG. 2002) OR
180 PLF
5/svw`o.c.
5/5**27 1/20b;c,
16d 0 8"O.C.
AtPLATES,
(ICB0 REPORT No.1254, MAR 1990) NOTE 4 AND '9 BELOW
A
STRUCT It OR STD S14TG WITH ad 'NAILS 0 6"O.C. AT EDGES & 12" O.C. FIELD
260 PLF
5/8'103wo.c.
16d 0 6'Vc.
,9\3/8'PLYWO
.(TABLE 2.3-11-1-1 UBC) NOTE 1, 9D 10&.11 BELOW
3/8"PLYWD STRUCT 11 OR STD SHTG WITH 6d NAILS 0 4"O.c. AT EDGES & 12" O.C.. FIELD
350 PLF
s/rowo.c.
5/6P@I,3o.c•
16d @ 4"O.C.
(TABLE 23-11-1-1 UBC) NOTE 1, 6, 9. 10 & I I BELOW
3/8-PLYWO STRUCT 11 OR STO SHTG WITH 8d NAILS 0 4"9.0. AT EDGES & 12" O.C. FIELD
380 PLF
5/6'w11.0c.
s/woiro.c.
I 6d 0 4"O.C.
11
(TABLE 23-11-1-1 UBC) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW
A
3/8" PLYWO STRUCT 11 OR STD SHTG WITH 8d NAILS 0 3" O.C. AT EDGES & 120 O.C. FIELD
490 PLF,
5/6llo2wo.c.
s/sooiol"ox•
16d 0 3 1/2"O.C.
2
(TABLE 23 -11-1-1 UBC) NOTE 1, 3, 5, 6, 9, 10& 11 BELOW.
3/8 PLYWO STRUCT It OR STD SHTG WITH 8d NAILS 0 2" O.C. AT EDGES & 12" O.C. FIELD
610 PLF
5/snweo.o.
16d 0 2 1/2*0.C.
TABLE 23-11-1-1 UBC)_ NOTE 1, 39 5, 6, 99 10 & I I BELOW
1/2' STRUCT I PLYWD WITH 10d NAILS 0 2" OC. AT EDGES & 12" O.C. FIELD
3/4"C5"Oc.
N/A
2114-
LIDS (TABLE 23-11-1-1 UBC) NOTE 1, 3, 5, 6 9, 10 & 11 BELOW
OVER 3X ST $
1 1 1
Holm
1. ALL EDGES OF PLYWOOD SHEARWALLS MUST BE S. FRAMING AT ADJOINING PANEL EDGES SHALL BE
BLOCKED WITH 2X SOLID BLOCKING FOR WALL. TYPES 3-INCH NOMINAL OR WIDER & NAILS SHALL BE
9 & 10, AND 3Xqq SOLID BLOCKING FOR WALL TYPES STAGGERED.
2, 4.
6. WI;IERE PLYWOOD IS APPLIED ON BOTH FACES OF A
2. WHERE SHEAR WALL SHEATHING IS TO BE APPLIED WALL AND NAIL SPACING IS LESS THAN 6 "O.0 ON
TO BOTH SIDES IF WALL, DOUBLE THE NUMBER OF EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL
BOLTS. (I.E. HALF THE O/C SPACING) ON DIFFERENT. FRAMING MEMBERS OR FRAMING SHALL
BE 3- INCHES NOMINAL OR THICKER & NAILS ON
3, USE 3X PRESSURE TREATED DOUGLAS FIR EACH SIDE SHALL BE STAGGERED,
SILL PLATES AT FOUNDATION/FIRST FLOOR ONLY. 7. ALL CONTINUOUS EXTERIOR FOOTING TO HAVE
5/S„ X 10-,A.B.'S 0 480O.C, UNLESS OTHERWISE
4. PAPER BACKED SELF FURRING EXPANDED METAL NOTED ON PLANS,
LATH WITH ICSO APPROVAL
a. ALL INTERIOR BEARING AND NON BEARING
FOOTINGS TO HAVE 7/32" SHOT PINS AT 32- O.C.
& 48"O.Ce RESPECTIVELY: I.E. HILTI IC80 REPORT
No-2388, -NOV 1995 OR RAMSE-j/REDHEAu- lCB0
REPORT No.1639, DEC 1995
9. USE 2 1/2" x 2 1/2" x 3/16" PLATE
WASHERS.
10. USE COX. CC OR STD SHTG IN LIEU OF
STRUCT 11 PLYWOOD. ALL PLYWOOD SHALL BE
DOUGLAS FIR. OTHER SPECIES MAY REQUIRE
CHANGES,
11, AT EXISTING FOOTINGS USE REDHEAD WEDGE
ANCHORS TO COMPLY WITH SILL BOLTING. IC8.
#1372- MIN. EMBED 7 1/2".
R's
•
•
ct
ILA
iY
DATE
3-7--0,-5
SCALE
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DRAWN BY J,
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SHEET
5
OF SHEETS
41VER'SIDE SCUE'k,INT, RIVERSIDE, CALIF.
.... ......
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PER PLAN (U.N.
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FRAMING MEMi3ER
. .. ....... ........ . ...
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ANCHOR BOLT PER
CHART BELOW - SEE
PLAN FOR SPECIFIED
='C 44 SIMPSON m re_AfrTP_ JSL.K<4 (2
HOLDOWN. EPC 44 SIMPSON FTe Ix
2x RAFTEP's
SEE PLAN FOR MONO- POST CAP POST, CAP -2 8) 4"
LITHIC OR Two -POUR T
SPECIFICATION — 2x MUDSILL
NOLDOWN ACHOR BOLT To ;rAe�QA se
LL= BE TIED IN PLACE PRIOR. U.t4.0, Tb ST
TO POUR"
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TABLE
06L Top
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I tit
DATES- 7- S
ATE3-7-OS
DRAWN BY
a JOB NO. 0501
SHEET
6
OF SHEETS
ll 95UMISTIM
MANDATORY MEASURES CHECKLIST. RESIDENTIAL MF-1 R
Note: Lowrise residential buildin Is subject to the Standards must contain these measures regardless of the compliance approach used.
items Marked with on 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 ail parties
as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents
or on this checklist only.
Instructions: Check or initial applicable boxes when completed or enter N/A if not Applicable.
DESCRIPTION
DESIGNER
ENFORCEMENT
Building Envelope Measures:
150(a): Minimum R-19 Ceiling insulation.
X
150(b): Loose fill insulation manufacturer's labeled R-Volue.
X
150(c): Minimum R-13 Wall insulation in wood framed walls or equivalent U-foctor ,in metal frame walls
(does not apply to exterior mass wails).
X
150(d): Minimum R-13 raised floor insulation in framed floors.
X
150(l) : Slab edge insulation - water absorption rate no greater than 0.3 %, water vapor transmission rote
no greater than 2.0 perm/inch.
N/A
118: Insulation specified or installed meets insulation quality standards. Indicate type and form.
X
116-17: Fenestration Products, Exterior Doors and infiltration/Exfiitrotion Controls.
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, cerffied Solar Heat
Gain Coefficient (SHGC), and infiltration certification.
3. Exterior doors and windows weotherstripped; oil joints and penetrations caulked and sealed.
X
1.50(g): Vapor barriers mandatory in Climate Zone 14 and 16 only.
N A
150(€): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards.
N/A
150(e): Installation of Fireplace, Decorative Gas Appliances and Gas Logs.
1. Masonry and factory -built fireplace have:
a. Closeable metal or glass door
b. Outside air intake with damper and control
c. Flue damper and control
2. No continuous burning gas pilot lights allowed.
X
Space Conditioning, Water Heating and Plumbing System Measures:
100-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission.
X
150(h): Heating and/or cooling foods calculated in accordance with ASHRAE, SMACNA or ACCA.
X
150(1): Setback thermostat on all applicable heating and/or cooling systems.
X
1500): 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 on installed thermal resistance of R-12 or greater.
2. First 5 feet of pipes closest to water heater tank, non-recirculoting systems, insulated (R-4 or greater) .
3. Back-up tanks for solar system, unfired storage tonks, or other indirect hot water tanks hove R-12
external insulation or R-16 combined intemoi/external insulation.
4. All buried or exposed piping insulated in recirculating sections of hot water system.
5. Cooling system piping below 55 degrees insulated.
6. Piping insulated between heating source and indirect hot water tank.
X
�c 150(m): Ducts and fans
1. All ducts and plenums installed, sealed and insulated, to meet the requirements of the 1998 CMC section
601, 603, and 604 and standards 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 req irements of UL181, UL181A, or U1181B .
If mastic or to is used to seal openings greater than 1/4 inch, the combination of mastic and either
mesh or toes all be used. Building cavities shall not be used for conveying conditioned air. Joints and
duct systems and their components not be sealed with cloth back rubber addhesive duct
seams of shall
tapes unless such tape is used in combination with mastic and drawbands.
2. Exhaust fan systems have backdraft or automatic dampers.
3. Gravity, ventilating systems serving conditioned space have either automatic or readily accessible,
X
manually operated dampers.
114: Pool and Spa Heating Systems and Equipment.
1. System is certified with 78 % thermal efficiency, on -off switch, weatherproof operating
instructions, no electric resistance heating and no pilot light.
2. System is installed with:
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 directional inlets and a circulation pump time switch.
N/A
115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no
continuously burning pilot light. (Exception: Nan -electrical cooking appliances with pilot <150 Btu/hr)
X
Lighting Measures:
150(k)1.. Lumin ries for general lighting in kitchens sh ll have lamps with an efficacy of 40
lumens/watt or greater for general lighting in kitchens. This general lighting shall be
controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen.
X
150(k)2.: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an
efficacy of 40 lumens/wait or greater switched at the entrance to the room or one of the alternatives to
this requirement allowed in Sec 150(k)2; and recessed ceiling fixtures are IC (insulation cover) approved.
} X
c14.8 General Requirements
05.8.1 Notes to be placed on the plans:
06.8.1.1 Maintenance Information. The builder shall provide to the building owner at occupancy maintenance information for all features, materials, components, and manufactured
devices that require routine maintenance for efficient operation. Required routine maintenance actions shall be clearly stated and incorporated on a readily accessible label.
The label may be limited to identifying, by title and/or publication number, the operation and maintenance manual for that particular model and type of feature, material,
component, or manufactured device.
07.8.1.2 After installing wall, ceiling, or floor insulation, the installer shall make available to the enforcement agency or post in a conspicuous location in the building a certificate
signed by the installer stating that the installation is consistent with the plans and specifications described in Section 10-103(o)2.A and for which the building permit was
issued and conforms with the requirements of Part 6. The certificate sholi also state the manufacturer's name and material identification.
CERTIFICATE OF COMPLIANCE, RESIDENTIAL
Page 1
CF-IR
Project Title...,......
PROPOSED TRUJILLO RES
Date..04/15/05
1@ 51 50
Project Address........
3118 ARTESIA STREET
wwwww_____________________
SANTA ANA
_ __ I
-
Xv6,01* I9(an;
Documentation Author,.,
Christopher S. Leighton
irEl�www I! e-mlt
I
Terry Engineering
I__1�13691
Red Hitl Ave.
ICheckr
Date f
Tustin, CA 92780
1
1
(714) 838-1124
1 Fleld-Check/
Date I
Climate Zone...........
08
_____________________
Compliance Method......
MICROPAS6 v6,01 for 2001
Standards by Enercomp,
Inc.
I MICROPAS6 v6.01
--------------------
File-SO502710 Wth-CTZ08S92 Program -FORM CF-1R
I
IUser#- -MP0206 User -Terry Engineering Run PROPOSED TRUJILLO RES
___;__
_______I
GENERAL INFORMATION
Conditioned Floor Area.....
2220
sf
Bultding Type ..............
Singte
Famity Detached
Construction Type ,,,.,,.,,
Existing
Plus Addition
Building Front Orientation,
Front
Facing 90 deg (E)
Number of Dwetting Units..,
1
Number of Stories.......,..
1
Floor Construction Type.,..
Stab
On Grade
Glazing Percentage.........
11.2
% of ftoor area
Average G taz i ng U-factor...
0. 86
Btu/hr-sf-F
Average Glazing SHGC.......
0.7
Average Ceiling Height.....
8 ft
BUILDING SHELL INSULATION
Component
-------------------------
Frame Cavity Sheathing
Totat
Assembly
__Type______
_-- Type R-value R- _ value
R-value U__ factorLocation/Comments-factor
---
Roof
n/a R-19 R-n/a
R-19
0.051 Existing Attic
New Attic Cell
Watt
n/a R-0 R-n/a
R-0
0,386 Existing Ext W
Wall
n/a R-13 R-n/a
R-13
0,088 New Ext Watt
Walt
n/a R-0 R-n/a
R-0
0.213 Fireptace Mass
watt
n/a R-0 R-n/a
R-0
0.322 Existing Gypbo
Door
n/a R-0 R-n/a
R-0
0.330 Exterior Door
StabEdge
n/a R-0 R-n/a
F2=0.720 Covered
StabEdge
n/a R-0 R-n/a
F2=0.550 At Garage
FENESTRATION
Over -
Area
U-
Interior
Exterior
hang/
Orientation
(sf)
Factor
SHGC
Shading
Shading
Fins
____________________
Window
Front
(E)
_____
21.0
______ ______
0,870
0.700
_______________
Standard
______________
Standard
-----
None
Window
Right
(N)
18.0
0.870
0.700
Standard
Standard
None
Window
Right
(N)
18.0
0,870
0,700
Standard
Standard
None
Window
Back
(W)
18.0
0,870
0,700
Standard
Standard
None
Door
Back
(W)
33.3
0,850
0,700
Standard
Standard
None
CERTIFICATE OF COMPLIANCEi RESIDENTIAL Page 2 CF-1R
Project Title.......... PROPOSED TRUJILLO RES Date..04/15/05 12153i50
I MICROPAS6 v6,01 File-SO502710 Wth-CTZ08S92 Program -FORM CF-1R l
I User#-MP0206 User -Terry Engineering Run -PROPOSED TRUJILLO RES I
______________________________________________________________________________�
FENESTRATION
------------
Over-
Area
U-
Interior
Exterior
hang/
Orientation______
(sf)
Factor-SHGC-
Shading
Shading
Fins
r
Window
Left
e_
(S)
_
33. 0
0,870
0,700
!-!___^�
Standard
______
Standard
None
Door
Right
(N)
33,3
0,850
0.700
Standard
Standard
None
Window
Back
(W)
12.0
0,870
0,700
Standard
Standard
None
Window
Back
(W)
12.0
0.870
0.700
Standard
Standard
None
Door
Left
(S)
26.7
0, .850
0.700
Standard
Standard
None
Window
Left
(S)
16.0
0, .87'0
0,700
Standard
Standard
None
Sky tight
Horz
8.0
0. 940
0. 590
None
None
None
SLAB SURFACES
_
Area
Stab Type (sf)
Standard Stab 2220
THERMAL MASS
------------
Area Thickness
Type Exposed (sf) tin) Location/Comments
ExterlorVert No 56 8.0 Fireplace Mass
HVAC SYSTEMS
Refrigerant
Tested
ACCA
Equipment
Minimum
Charge and Duct
Duct
Duct
Manual
Thermostat
Type
____________
Efficiency
____________
Airflow Location
_______ ___________
R-value
_______
Leakage
_______
D
______
Type
_________e
Furnace
0.780 AFUE
n/a Attic
R-4.2
No
No
SetBack
ACSp1it
10,00 SEER
No Attic
R-4,2
No
No
SetBack
WATER HEATING SYSTEMS
Number Tank External
In Energy Size Insutation
Tank Type Heater Type Distribution Type System Factor (gat). R-value
Water Heater to meet minimum CEC Standards
CERTIFICATE OF COMPLIANCE, RESIDENTIAL Page 3 CF-1R
----------------------------
------------------
Project Titte.......... PROPOSED TRUJILLO RES Date..04/15/05 12,53150
I MICROPAS6 v6.01 Fite-SO502710 Wth-CTZ08S92 Program -FORM CF-1R I
I User#-MP0206 User -Terry Engineering Run -PROPOSED TRUJILLO RES I
REMARKS
COMPLIANCESTATEMENT
_
This certificate of compliance lists the building features and performance
specifications needed to comply with Titte-24, Parts 1 and 6 of the
California Code of Regulations, and the administrative regulations to
Implement them, This certificate has been signed by the individual with
overall, design responsibility, When this certificate of compliance is
submitted for a single building plan to be built in multipte orientations,
any shading feature that is varied is indicated in the Special Features
Modeting Assumptions section.
DESIGNER or OWNER DOCUMENTATION AUTHQR
Name,,.,
_________________________
Name,,..
Christopher S. teighton
Company,
TRUJILLO FAMILY
Company,
Terry Engineering
Address,
3118 ARTESIA STREET
Address.
13691 Red Hitt Ave.
SANTA ANA CA 92704
Tustin, CAS 92780
Phone. , .
(714) 543-2565
Phone-, ,
(714) 839-1.1.24
License,
-------------------------
Signed -,
__ ,. ___________-- __ __
Signed..
< date)
< date
ENFORCEMENT AGENCY
Nacre, , , . ___
Tel ia�gi�er1_----
Title. , . ____13691
Red Hill Avenue
Agency.,
Tustin_ CA $2780_____
7_14-838-1124
_----
Phone...
Signed.,
UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL
OBTAIN CF-6R FORMS FROM THE CALIFORNIA ENERGY
COMMISSION AT, www,energy.coL.gov/titte24
(CLICK TO FIND RESIDENTIAL COMPLIANCE FORMS)
THESE FORMS SHALL BE COMPLETED, SIGNED AND POSTED
ON THE JOB SITE FOR THE PERUSAL OF THE INSPECTOR
PRIOR TO FINAL INSPECTION.
.. r F. Q.,. _IN" IS
1 ,:4
W
LLj
1 r _
Li Z
I
F. CP
r.
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5=_JZU4
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No. 17014
* Exp. 3-3i -M 6
0 CAr.
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ry <
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ry
Z)
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ry
Li! ry
00
L`` Q
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4J N Q
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Date.
04-19-2005
Scale:
AS NOTED
Drawn:
CL
Checked:
JT
Plot. Date:
04-19-2005
Jab No:
050271
Sheet:
T 24