HomeMy WebLinkAbout10149252.pdf39'_O"
REVISION$ 15Y
1
EX, DETACHED
GARAGE /
.t
ITION
12'O" /
EXISTING
HOUSE
50' F'L SITE PLAN 1/6"=1'
2225 S. CYFRE56
25'0"
4,0"
111`6" PL
ALL NEW CONSTRUCTION (SHADED) SHALL
5E DONE IN ACCORDANCE WITH THE 2001
CALIFORNIA IBUILDING, PLUM15ING,
MECHANICAL AND ELECTRICAL CODES, AND
ALL LOCAL CODES AND ORDENANCES,
ALL WORK SHALL COMPLY WITH THE
CALIFORNIA 5UILDING STANDARDS CODES
FOUND IN THE STATE OF CALIFORNIA
TITLE 24.
LEGEND
EXISTING 2X4 WALL
PROPOSED NEW 2X4 WALL
WALL TO eE REMOVED
PROPOSED NEW 2Xro WALL _ 2Xro W _
EX. OPENING TO 5E SEALED
WINDOW AND DOOR REQUIREMENTS
A. ALL WINDOW ARE NOTED BY WINDOW SCHEDULE
IN PLAN AND ELEVATIONS, 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.
C.- ALL WINDOW, PATIO DOOR$ AND DOORS WITH
GLASS SHALL BE DOUBLE GLAZED, INSULATED UNITS
WITH WOOD OR ALUMINUM FRAME CORE INSULATED
STEEL., DOORS UNLESS OTHERWISE NOTED.
E.- ALL WINDOWS BETWEEN GARAGE AND LIVING AREAS
SHALL BE ONE HOUR FIRE RATED
ASSEMBLIES WITH 1 3/4 SOLID WOOD CORE (OR CODE
APPROVED EQUIVALENTS) WITH $ELF CLOSING MECHANISM.
Nam.
A; ALL WOOD CONSTRUCTION SHALL COMPLY
WITH CODE SEC, 2320 AND MINIMUM NAILING
WITH CODE TABLE 23-11-B-1.
B: WALLS WITH PLUMBING WILL BE 2X6 STUDS,
C: WALLS AROUND TUB AND SHOWERS TO BE
FINISHED WITH HARD NON -ABSORBENT MATERIAL.
0.- A MINIMUM WIDTH OF 3O AND 24 SPACE IN
FRONT 15 REQUIRED IN ALL TOILETS,
PROJECT DATA
LOT SIZE
8580
EXIST. HOUSE
1012
EXIST, GARAGE
360
PROP, ADDITION
660
TOTAL LOT
COVERAGE
2052
24%
CONSTRUCTION
TYPE
VN
ZONING
R1
222�541
-
IT 15 THE RESPONSABILITY OF THE CONTRACTOR
TO VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS
ON SITE. ANY DIFERENCES BETWEEN ACTUAL AND
THOSE ON THIS PLANS MUST BE REPORTED TO DREAM
HOUSE DRAFTING AND DESIGN,
DREAM HOUSE IS ONLY RESPON$ABLE FOR DRAWING
AND NOT FOR THE ACCURACY OF PROPERTY LINES
LOCATIONS OR HOW THE CONTRACTOR INTERPRETES
THIS PLANS AND PERFORMS HIS WORK,
LIGHT ANO VENTILATION PER C13C SECTION 1202.
MINIMUM OF 15 CFM OF OUTSIDE AIR PER
OCCUPANT IS REQUIRED FOR VENTILATION.
EXISTING
LAUNDRYROOM
EXISTING
KITCHEN
61-011 x 4'-01'
NM LOCATION
FLOOR PLAN 1/ 4 "=1 °
gn
31_g«
4'-Oil x 44-0;, 4'-0" x 4'-0"
Sudject To The Following_ u
Planning
m
;IFire Department
Police Department
Public Works Agency
El Grading rr
PROP. BEDROOM
El
lh n�� Department
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lU} CA
MECH GRADING
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CONSTR.IU
TYPE___.d_/��-
CODE r
ITT C 5—''
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' FLOOD ZONF_..���'
m FLOOD ZONE CERTIF. REO'DYES() ; D
e10ROFILM E Nott
PROP. BEDROOM MAY Q 4 2005
RADIANIT BARRIER @ ROOF 'E' NO
! � z t City Of Santa Ana
x
'A CEPTED FOR CONSTRUCT
mARCHITECTURAL STRUCTURAL
SEPARATEACCEPTED FOR CONSTRUCTION ON
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f and specifications .Host be kept on the job � � of � t
Hr'A'zi' ti ROP_ ti it unlawful t 1 e c + r l�.
I`fXy
i-tALLWAY /riff BATH ZOOM (3 alts ty gg Santa
S same
it U writtenpermission from the
F3,MTRIC M6TB7 �YC �i�v 1, fi t(lj� x L6B &�f aNB SA Ana.
TO er Ra.,OCATE '.../ •^
The acceptance of this plan and specifications SISAL NOT � =h U_
-oil x 4'-0" �� - � be held to permit nor be a approval of the violation of any
- - - - - - - `;� provlslcns ,. Inance or State. Law. ,.
��i��t�tt � � � VVVII
` ( WINDOW To BE ;� oc to -Y �
REMOVED
EXISTING EXISTING a� .,��{���� "T"• y
BEDROOM BEDROOM _
s d
N lV
4-
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EXISTING itt '
EXISTING BATHROOM: V!
DININGROOM
U_
Ffl
/F
CLOSET � L�
DRAWN
.4 T I T L E SHEET
x
CHECKED
I SITE FLAN
6`-O» x 41"0"
1 FLOOR PLAN
EXISTING � ELEVATION 04-14-05
DATE
L1 V 1NGROOM
ROOF FLAN
3 FOUNDATION AS
3 FRAMING PLAN
i� AS NOTED
4 ELECTRIC FLAN JOB NC?.
JOB DESCRIPTION. -
ADD TWO DEDROOMS, ONE BATW ROOM
AND EXTENSION TO EXISTWG HALLWAY,
GENERAL. NOTES 0504
Co DETAILS SHEET NO.
9 m G MEMR 1 TITLE 24
6'-01$ x 41-011
REVISIONS1 15y
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L.g,l Ott
4 Lat Otl
L-4'0" S
ROOF 6HEATING
112"r-0-r-C PLYWOOD,
NAILED W/ 10ci AT
10" IN THE FIELD AND
6" IN i5ouNoARms
AND EDGE$ (TYfz',)
4
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9, 1 50 SQ'F"r
r0ry
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cl'
Vi_ b.
18" SQ,X12"DE
CONC. PAD AT
4X6 GIRDER
60 APART
$HEAR WALL SEE PAGE 05 FOR SCHEDULE
W1 STEPS 4" 5LW,
LW
THRESHOLD MAX.
T6236 AT TOP
FRAMING NOTES
THE FOLLOWING IS A LIST OF PROCEDURES TO ACCOMPANY STANDARD BUILDING PRACTICES AND SHOULD BE
FOLLOWED DURING THE FRAMING OF THE STRUCTURE;
A, ALL FRAME WALLS SHALL HAVE STUD FRAMING PLACED AT 16"01C, EXCEPT WERE NOTED OTHERWISE,
15,-TOP PLATES SHALL BE DOUBLED ON ALL WALLS EXCEPT WERE NOTED OTHERWISE.
c,jAci< sTuos UNDER ALL HEAoms SHALL BE coNTiNuos To THE SOLE PLATE,
r.>,-l:)OU5LE JOISTS UNDRE ALL WALLS PARALLELL TO JOIST$ EXCEPT WERE NOTED OTHERWISE. ALSO UNDER
KITCHEN CABINET$ AND BATHTUBS PARALLEL WITH JOISTS, BLOCK ALL STUD WALLS AS REQUIERED FOR
SWEATING, PROVIDE SOLID BLOCKING BETWEEN AL JOISTS AND RAFTERS AT SUPPORTING WALL$ AND
BEAMS EXCEPT AT RIM JOIST,
E,-DOUBLE RIM JOIST AT ALL WALLS PARALLEL TO JOISTS,
12,15E4MSGIRPERS, AND JOIST$ SUPPORTING BEARING WALLS OR CONCENTRATED LOADS SHALL NOT BE
NOTCHED OR DRILLED WITH HOLES LARGER THAN 1" IN DIAMETER,
GALL RAFTERS SHALL BE NOTCHED TO PROVIDE FULL BEARING AT SUPPORTS.
H,-THIR ENDS OF ALL JOIST$ SHALL BEAR ON NOT LESS THAN 1 1/2" ON WOOD OR METAL AND NOT LESS
THAN 3" ON mAsoNRY.THrz ENos OF ALL BEAMS OR GIRDERS $HALL BEAR NOT LESS THAN 3",
I. -LAP ALL JOISTS 3" MINIMUM (24" MAXIMUM) AT ALL INTERIOR BEARING SUPPORTS,
C s - T
J.-MUD SILLS AND LEDGER BOARDS AT CONCRETE WALL$ SHALL AVE ANCHOR BOLT or THE SIZE AND
SPACING SHOWN ON THE DRAWINGS.EACH BOARD 64ALL BE SECURED WITH AT LEAST 2 BOLTS AND
EACH BOARD SHALL HAVE A BOLT WITHIN 12" OF EACH END,
K,-PROVIDE DOUBLE FRAMING AT ALL ROOF AND FLOOR DIAPHRAGM PENETRATIONS, UNLESS NOTED
OTHERWISE ON PLANS,
L,-CONTRACTOR SHALL PROVIDE ADEQUATE BRACING OR OTHERWISE SUPPORT ALL PORTIONS OF THE
STRUCTURE UNTIL ALL MEMBERS HAVE BEEN PERMANENTLY JOINED TOGETHER,
MALL ROOF TRUSSES SHALL BE DESIGNED BY A REGISTERED ENGINEER FOR THE TRUSS MANUFACTURER.
SUBMIT SEALED TRUSS ENGINEERING DRAWINGS To THE LOCAL BUILDING DEPARTMENT INDICATING BRACING
ETC., THAT MAY BE REQUIRED,
N,ALL WOOD IN PERMANENT CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WITH A WATER
-
BORNE PRESERVATIVE.
O.-ALL MECHANICAL HOLES THROUGH ANY STRUCTURAL MEMBER SHALL BE AT THE CENTER LINE OF THE
MEMBER IN COMPLIANCE WITH THE LATEST EDITION OF THE WOOD STRUCTURAL DESIGN DATA SPECIFICATIONS.
P,-ALL SLABS AND GRADE $HALL BE REINFORCED WITH 6X6 10/10 WELDED WIRE MESH,
NEW FOOTING
EXISTING FOOTING
NEW 18"X24" VI
ACCESS (TYP)
L- - - - - -
NN 4,
�-011-x 4 0
EX, BEDROOM #2
3�
l
L
2X(v F, J, soft—
2X6 F, J,
NEW la"X24"
AT 16" O1r_
AT -1 _& 0 '1r,
ACCESS (TYP)
P. BEDROOM
%
14
1
16" SQ,X12"DEEP
t
4x6 i>
CONC, PAD AT-
Il
6" APART
r7
V>
C>
k/
3/4"C-D OR C-r- PI-YWOOD
TONGUE ANT? GROOVE NAILED
w/iod AT ic"oic iNrwE mei.D
AND 6" O/C IN EDGES AND
15OUNDARIM fTYP)
FOUNDATION FLAN
FOUNDATON PLATES/SILLS
FOUNDATION PLATE6 OR $ILL$ SHALL BE BOLTED TO THE
CONCRETE WITH 516" DIA, STEEL. 5oLTs smaEDEo AT LEAST
`1" INTO THE CONCRETE AND SPACED NOT MORE THAN ro'-O"
APART.THERE SHALL BE A MINIMUM OF 2 BOLTS PER PIECE
WITH ONE BOLT LOCATED A MAXIMUMOF 12" FROM EACH
END OF EACH PIECEA PROPERLY SIZED NUTS AND WASHERS
SHALL BE TIGHTENED (PRIOR TO APPLYING WALL COVERING)
ON EACH BOLT TO THE PLATIF.FOUNDATION PLATE$ AND
SILLS SHALL BE THE KIND OF WOOD SPECIFIED IN SECTION
2311.4 OF THE 2001 C.B.G.
r ,dy-pizaaag
I. -ALL CONCRETE FOR WALLSFOOTINGS AND SLABS SHALL
DEVELOP AND MAINTAIN A MINIMUM COMPRESSIVE STRENGHT OF
2500 PSI AT 28 DAY 6TRENGHT,
2.-ALL CONCRETE FOR GARAGE SLABS AND PORCHES $14ALL
DEVELOP AND MAINTAIN A MINIMUM COMPRESSIVE STRENGHT OF
3000 PSI AT 25 DAY STRENGHT.
3.-CONCRETE FORMS, SHORING AND POURING METHODS $HALL
CONFORM TO ALL CURRENT PRACTICES ENDORSED BY THE
AMERICAN CONCRETE INSTITUTION.
ALL SLAB$ ON GRADE SHALL BE REINFORCED WITH 6X6 10/10
WELDED WIRE MESH,
I-><, BEDROOM *I
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DRAWN
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CHECKED
I J013 NO,
0504
SWEET NO,
01
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GENERAL NOTES
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NAIL_NSC-HEQU (PER TABLE 23-11-B-1
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1. EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE NOTED OR SHOWN ON THE
1. CONCRETE BLOCK SHALL CONFORM TO A,S.T.M. C90, GRADE N UNITS. SEE
ARCHITECTURAL PLANS FOR TYPE, PATTERN AND JOINT DETAILS.
THIS NAILING IS TYPICAL UNLESS OTHERWISE NOTED NAILS SHALL BE BOX OR � .
COMMON WIRE SPECIFICLY DETAILED CONNECTIONS SHALL SE NAILED - WITH COMMON
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PLANS, WORKMANSHIP * MATERIALS SHALL CONFORM TO THE LATEST EDITION OF
THE. C.B.C., U.ILC.'QR LOCAL CODE
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WIRE NAILS. DIAPHRAGM SHEATHING NAILS OR OTHER APPROVED SHEATHING
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2. MORTAR SHALL BE AS FOLLOWS, Vm = 1 500 PSI MIN.
CONNECTIONS SHALL BE DRIVEN SO THAT THEIR HEAD OR CROWN IS FLUSH WITH I
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2. THE PLANS SHALL BE REVIEWED FOR DIMENSIONAL & EXISTING SITE
1 PART PORTLAND CEMENT 4 PARTS SAND 1/4 MIN. TO 1/2 MAX. PART HYDRATED
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THE SURFACE OF THE SHEATHING.
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CONFORMANCE WITH THE PLANS BY THE CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION, THE ARCHITECT & ENGINEER SHALL BE NOTIFIED OF ANY
LIME
.
JOISTS OR RAFTERS TO SIDES OR STUDS I
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3. GROUT SHALL BE AS FOLLOWS' f*,c = 2500 PSI
8 INCHES IN DEPTH OR LESS ------------ ------ 3-Irod
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\_ 2- #5 moc
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1 PART PORTLAND CEMENT 3 PARTS SAND 2 PARTS PEA GRAVEL WATER SUFFICIENT
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FOR EACH ADDITIONAL 4"DEPTH ADD- -- -- - - -------------- 1-16d
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3. WORKING DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS.
TO ALLOW GROUT TO FLOW INTO ALL JOINTS, I
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JOISTS. OR RAFTERS AlALL BEARING
TOE NAIL EACH SIDE__..,_...,,.,.-_ --------- 3-8d
1- #5 MIN.
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4. ITEMS IDENTIFIED BY TRADE NAMES MAY BE SUBSTITUTED BY APPROVED EQUALS.
4. CELLS SHALL BE IN VERTICAL ALIGNMENT TO PROVIDE A MIN. UNOBSTRUCTED
STUDS To BEARING -TOE NAILS EA. SIDE ---------------------- 2-8d
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CORE OF 3N r. DOWELS FROM FOOTINGS SHALL BESET To ALIGN WITH CORE �
BLOCKING BETWEEN JOISTS/RAFTERS .
TO THE JOISTS/RAFTERS NAILS m ------- 2-10d
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5. NOTES & DETAILS ON DRAWINGS SHALL PRECEDE THESE GENERAL NOTES
REINFORCING,
.TOE EA SIDE -------------
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FROM BLOCKING TO BEARING TOE NAILS EA SIDE ---------------- 2-10d ;
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5. ALL CELLS BELOW FINISHED GRADE AND ALL CELLS WITH REINFORCING,
ANCHORS OR INSERTS SHALL BE FILLED SOLID WITH GROUT.
BLOCKING BETWEEN STUDS
EACH;j
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REMODUM NOTES.
END NAILS- ----------------- 2-1 6d
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1. PROVIDE ANY SHORING & OR BRACING PRIOR To REMOVING EXISTING WALLS
6. CONCRETE SURFACES SHALL BE CLEANED, OF ALL LAITANCE PRIOR TO SETTING OF
BLOCKS. -
PROGRESSIVE BLOCKING � .
RAFTER TO BLOCK & BLOCK TO CONT. NAILER ---------------- -2-16d
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SEWS, OR SUPPORTS FOR CONSTRUCTION. REMOVE SHORING ONLY WHEN Wid
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MULTIPLE STUDS
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2- #5 Ml�
,MIN.
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. SUPPORTS ARE IN PLACE AND SECURED.
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FRA-MIN!G AQ-TES
ON STUDS WIDER THAN 4") ----------------- 6d*2eOC
Rao
TO STUDS
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2. PWVIDE RED HEADS INTO EXISTING CONCRETE AT ALL SHEAR WALLS PER MFG.
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RIBBON .
IX RIBBON ----------------------------------------- 2-8d
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SPECIFICATIONS. SEE SHEAR WALL SCHEDULE FOR SIZE AND SPACING.
. .
I FRAMING SHALL COMPLY WITH SECTION 2320 OF THE U.S.C. LATEST EDITION.
2X RIBBON ---------------------------- � ----------- 2-16d
DOUBLE TOP PLATES I
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SINGLE LAYER I DOUBLE LAYER
....
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3. PROVIDE SIMPSON ST-6224 BETWEEN NEW WALLS AND EXISTING WALLS AT THE
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DOUBLE TOP PLATE,
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UPPER TO LOWER PILATE ----------------------------- 16016"OC
NOTE: T' - 40 X BAR DIAMETER IN CONCRETE, U.N.O.
......
1. USE SIMPSON U-HANGERS ON ALL JOIST/BEAM/BEAM CONNECTIONS UNLESS
AT SPLICES (48"MIN) ON EACH SIDE
"12' - 50 X BAR DIAMETER IN MASONW. U.N.O.
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4. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES WHETHER OR NOT SHOWN
.
NOTED ON PLANS.
OF BUTT IN TOP PLATE -------------------------------- 8-16d
.
ON DRAWINGS AND PROTECT THEM FROM DAMAGE.
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UPPER TO LOWER PLATE
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5. 00 NOT CUT POST TENSION SLABS. CONTRACTOR TO DETERMINE EXISTING
2. ALL POSTS SHALL HAVE SIMPSON "PC" CONNECTORS AT TOP AND SIMPSON "SC"
"SCO" UNLESS OTHERWISE NOTED ON PLANS. .
IXIUNG STRIPS
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REINFORCING
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CONDITIONS PRIOR TO START OF CONSTRUCTION.
,bR CONNECTORS AT BASES
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IX4 PER BEARiNG(STRONGHOLD TYPE)----- 3-8d
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6, THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS FOR FOOTINGS. BEAMS
3. ALL CONNECTING HARDWARE, JOIST HANGERS, TIE STRAPS ETC. SHALL BE
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"STONG-TIE"
2X3 PER SEARING(STRONGHOLD TYPE) ----------------------- 1-16d
PLYWOOD NAIUNG(SEE DETAILS */OR SCHEDULES
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JOISTS. SIZES LOCATIONS ETC, AND SHALL NOTIFY THE ARCHITECT & ENGINEER'
AND .
SIMPSON UNLESS OTHERWISE NOTED OR SHOWN ON PLANS.
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BUILT UP "S 20d*32"OC AT TOP AND BOTTOM
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STAGGEREO------------
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O.C.ND FOOTINGS
7. DOWEL NEW INTO EXISTING SLABS W/#4 REBAR 0 Ze O."
(UNLESS
1. SIZE, SPACING & HEIGHT LIMITS FOR WOOD STUDS ARE AS FOLLOWS I
IX6 LVIN BRACES, EACH BEARING ------------------------~-~2 -84
(PRE -DRILL HOLES FOR NAILS)
40 OtA.
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W/DOWELS TO MATCH NEW REINF. SIZE/LOCATION.
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OTHERWISE - ERWISE NOTED ON PLANS). I
2X4 0 1 8"OC (SEARING WALL) SUPPORTING A MAXIMUM OF ONE
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FLOOR AND ONE ROOF SHALL HAVE A MAXIMUM HEIGHT OF TO FEET
STRUCTURAL LL
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20 0 16-OC (NON -SEARING WALL) SHALL HAVE A MAXIMUM HEIGHT OF 14 FEET
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11. CONCRETE SLABS ON GRADE HAME NOT BEEN DESIGNED BY THE STRUCTURAL
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2X6 0 16"OC (SEARING WALL) SUPPORTING A MAXIMUM OF TWO FLOORS AND A
ROOF SHALL HAVE A MAXIMUM HEIGHT OF 10 FEET.
1. STRUCTURAL STML, SHALL CONFORM TO STANDARD SPECIFICATION FOR
STRUCTURAL STEEL FOR BRIDGES OR BUILDINGS A,S.T.W A572 GRADE 50 OR DUAL
REINFORCING SAME
SIZE AS FOOTING
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ENGINEER. .
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2X6 0 16"OC (NON -SEARING WALL) MAXIMUM HEIGHT IS 20 FEET
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GRADE STEEL.
REINFORCING . I• I . 1
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1 2. THE VIBRAVONAL EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN
.
2,. RAKE WALLS AJDACENT TO SLOPED CEILINGS SHALL BE BALLOON FRAMED. DOUBLE
. 2. FABRICATION SHALL COMPLY WITH THE LATEST A.I.S.C. SPECS.
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CONSIDERED BY THE STRUCURAL ENGINEER.
Top PLATES SHALL ALWAYS BE SUPPPORTED BY A ROOF OR CEILING OIAPHRAM.
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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
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OTHERWISE NOTED. .
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SUPPORT'S ETC., IS THE SOLE. RESPONSIBLITY OF THE CONTRACTOR. AND HAS NOT
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FRAMING. SHEATHING SHALL HAVE ALL EDGES BLOCKED & THE APPROPRIATE SHEAR
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SEEN CONSIDERED BY THE STRUCTURAL ENGINEER. THE CONTRACTOR IS RESPONSIBLE
.TRANSFER THRU CEILING OR SOFFIT FRAMING,
4. 1410H TENSILE BOLTS WHERE INDICATED ON THE PLANS OR DETAILS SHALL BE THE
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FOR THE OF THE STRUCTURE DURING THE ENTIRE COURSE OF
E FOR FIELD
CONSTRUCTK)N. THE ENGINEER SHALL NOT BE HELD RESPONSIOL EL
BORING AND NOTCHING OF WALL STUDS SHALL BE PER USC (2320.1 1 .9 & - 10)
FRICTION TYKE AND 11HERE SHALL BE NO PAINT, OIL, LAQUER OR GALVANIZING-
BETWEEN THE CONTACT SURFACES. HIGH TENSILE BOLTS SHALL CONFORM TO
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INSPECTION/08SERVATION OF THE ABOVE ITEMS. .
,4.
NOTCHING MAXIMIUM: 25% OF WIDTH ON BEARING WALLS
A.S.T.M. A-325 OR A-490,
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40% OF WIDT14 ON NON -SEARING WALLS
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4. ALLOWABLE SOILS PRESSURE TO BE A MINIMUM OF 1000 PSF UNLESS A SOILS
BORING MAXIMUM: 40% OF WIDTH ON SEARING WALLS
5 PIPE COLUMNS SHALL CONFORM TO A.S.T.M. 'A-53 GRADE 8
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REPORT IS PROVIDED. SMS IN THE 13UILOINC AREA & 5 FEET BEYOND SHALL BE
. 607o OF WIDTH ON NON -SEARING WALLS.
.
3V_011 CONC.
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COMPACTO) TO A MINIMUM OF 907o RELATIVE COMPACTION PER U,9-C-
NOTE: A MIN 5/WCLEARANCE FROM EDGE OF STUD TO HOLE SHALL BE PROVIDED.
6. MEL TUBE SHAPED MEMBERS SHALL CONFORM TO A�&T,M. A-501 OR A-600
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,
'. I
.
GRACE S.
40 Dl;d�
2'-S' MAS.
/--3'
CLR.
I'. I.. ..
.
SOILS'REPORT BY:
5. DOUBLE 2X TOP PLANE SHALL BE LAPPED 48" AT ALL SPLICES AND SHALL
-0----------.11--
-,
f---. �,
-
I I
, I
.
OVERLAP AT CORNERS,
7. WHERE FINISH IS ATTACHED TO STRUCTURAL STEEL, PROVIDE HOLES FOR 1/2"O
I
1 ..'.1
I
I
I , . JOB NO.
1
WELDED STUDS AT 4 FEET O.C. FOR THE ATTACHMENT OF NAILERS. SEC
-
6. WALL BRACING SHALL BE PROVIDED PER UBC (2320.5-1) PROVIDE IX6 LET -IN
� WHITECTURAL DRAWINGS FOR FINISHES,
_l*_l
I . -
. I ,
Ivis �
M-W
BRACING (O APPROX. 45 DEGREES) EVERY 25' IN ALL STUD WALL NOT
.
/0
STEPPED FOOTING f N
SHEATHED.61;KCIES TO RUN CONTINUOUS FROM TOP PLATE TO SILL PLATE-
S. BEAM CONNECTIONS SHALL COMPLY WITH "FRAMED BEAM CONNECTION'S" A.t.S,C.
--( 4 )
I
INDICATE SHEAR WALL TYPE & MGT". SEE FOUNDATION & OR FRAMING PLAN AND
I
.
PART 4, TABLE 1, USING 3/4' DIA. A307 BOLTS (M.S.).
- 1I
_..
SHE I FOR SILL
EAR WALL SCHEDULE FOR TYPE, SILL BOLTING, SHTG.. ETC. NOTE.
'
-
BOLTING AT EXISTING FOOTINGS USE "RED HEAD WEDGE ANCHORS" ICSO#1372 THE
I I �
. ,
�., "STRUCTURAL
9. OPEN WEB JOISTS SHALL COMPLY WITH THE STANDARDS OF "THE STEEL JOIST
�
SAME SIZE & SPACIM AS SILL (MIN 7 1/2* EMBED).
- ,.I. FLOOR SHEATHING (MIN) 5/8 I T &.0 PLYWOOD PANEL INDEX NO.
INSTITUTE".
I I
I
I
32/16 WITH EXTERIOR GLUE USE 10d NAILS AT 6"OC AT ALL EDGES, BOUNDARIES*
,,�-'
I ,_
.
I
INDICATES POST
. .
SHEARWALLS & 10"OC FIELD. NO BLOCKING IS REQUIRED UNLESS NOTED ON PLAN.
.
STRUCT.-3M WELDING
- STRAP PER PLAN W/
FULL LENGTH NAILS
15`il
".
X MIN. POST SIZE,AYPE AS FOLLOWS U.N.O.:
ALL EDGES BLOCKED AT DECKS.
I
--- - .
.
I
� MAU SIZE POST SIZE
2. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL NON --BEARING PARTITIONS.
1. WELDING SHALL BE DONE BY THE ELECTRIC SHIELDED ARC. PROCESS AND SHALL
/
I - 4°-O" MIN. LAP
d-
.
I
..
: 1 4, X 14 & $MAUER 2-2X4 W11 6d NAILS 0 12- O-C-
"
COMPLY VAT14 A.W.S. SPECIFICATIONS FOR WELDING AND FABRICATION.
I
_
I
;;
" .
. .
1
LLR 3-2X4 W/lrod NAILS 0 12- O.C.
4 X 16 & LARGER 4X4
3. PROVIDE CONTINUOUS BLOCKING BETWEEN FLOOR JOISTS UNDER SEARING WALLS
.
I I I
2. WELDING SHALL K PERFORMED BY CERTIFIED WELDERS WHO ARE APPROVED By
I
- DOUSLE TOP PLATES
,�,
.11
.."
I
1 .
'6 X 14 4; LARGER AX6
. I
.
WHICH ARE PERPENDICULAR TO JOISTS. �
�, .
THE LOCAL AUTHORITY, -
..
. ,
, , ,
.
SEE HOLDOWN DETAILS AND TYPICAL WALL FRAMING FOR FURTHER POST SIZE
I i �
IS. TRIMMER AND HEADER JOISTS SHALL BE DOUBLED
4. FRAMING AROUND OPENING
AND SUPPORTED BY HANGERS PER CODE (UBC 2320.8.4).
3. ALL FIELD WELDS SHALL HAVE CONTINUOUS INSPECTION PER UBC (1701.5.5)
.
--- 1-
I 11 I
"I ...
RequamfiUm .
.
UNLESS OTHERWISE NOTED.
I
,
I I I I �
.
11
"I
I
I
POSTS ARE TO CONTINUE DOWN TO FOUNDATION.
FRAMING -ROOF
'
4. ALL BUTT WELDS SHALL BE FULL, PENETRATION U.N.O.
I
I
. . LL .... 1. �
��
I �
� � .
. .
1. ROOF SHEATHING (MIN) 1/2 ANCARD PLYWOOD PANE: INDEX NO- 24/0 WITH
- STANDARD L x H
5. A CERTIFICATE OF FABRICATION FROM THE SHOP PERFORMING WELDING OR A
EXTERIOR GLUE. USE Sd NAILS AT 6-0C AT ALL EDGES, BOUNDARIES AND SHEAR
REPORT FROM THE SPECIAL INSPECTOR MUST BE FURNISHED TO THE JOB INSPECTOR . I
- 11
I
:
F000ATE 91-ND-TY.5 .
WALLS & 12" OC FIELD. NO BLOCKING IS REQUIRED UNLESS NOTED ON PLAN.
PRIOR TO FRAMING APPROVAL.
I
4'-O" MIN, LAP
mwa&
2. FRAMING AROUND OPENINGS* TRIMMER AND HEWER JOISTS SHALL BE DOUBLED ,
a. USE E7018 ELECTRODE W/201-# TOUGHNESS FACTOR.
� ,
ol ____ _.
f-.
. . . . .
. .
.:
,
AND SUPPORTED BY HANGERS PER CODE. I
DOUBLE TOP
P _ATES
-7
, .
.
�
.. p
1. SOIL BENEATH FOOTINGS AND SLABS SHALL BE COMPACTED PER U-S-C- (90X)
.
MWING-=l (PER TABLE 23-IV-J-3)
GRADING NOTES
.
.
. RELATIVE' COMPACTION MINIMUM.
I
.
. � "I -
A TO POURING OF
2. THE SOILS ENGINEER, SHALL INSPECT THE FOUNDATION PRIOR
PAN
i. CEILING JOISTS SHALL B =15,-sl
1. A GRADING PERMIT SHALL BE OBTAINED PRIOR TO MY GRADING.
T
T T
T
T
1
T
I
11.
'
.1 '
CONCRETE AND SHALL VERIFY THE SOIL BEARING PRESSURE TO BE 1 000 PSF MIN
2. ALL FILL ONE FOOT & GREATER SHALL BE CERTIFIED AND TESTED AS TO, RELATIVE
.
.
I . . .,
I
. REPORT,
I OR PER THE SOILS
2. CEILING JOISTS SHALL BE 2X$ 016"O.C. (MAX SPAN=20'-9")
COMPACTION PER U.S.C. I
.
I
.
.1 , �
I CONCRETE SLAB WITH #3 0 24-0/C F-W. 0 CENTER
3. SLAa ON -GRADE. 4 INCH. I
Em . I
- ---
I
3. ALL FILL SHALL SE COMPACTED IN ACCORDANCE WITH CHAPTER 70 OF THE
.
TYPe 8 - 16d E.A. SIDE OF
TOP PLATE SPLICE U.N.O.
I
�
.
OF SLAB OVER 2 INCH� OF SAND.OVER 6 MIL. VISQUEEN OVER COMPACTED SOILS
LATEST ADOPTED EDITION OF THE U.S.C. 4. ALL UTILITY TRENCH SACKFILLS SHALL BE
ON FRAMING PLAN
I I
.
I U4N.0- ,
1. BORING AND NOTCHING OF JOISTS SHALL BE AS FOLLOWS:
IN ACCORDANCE WITH THE SOILS ENGINEERS RECOMMENDATIONS. .
11
( UBC 2320-12.4)
.
I r I
11
1
4. NO TRENCHES OR EXCAVATIONS FIVE FEET IN DEPTH OR GREATER INTO WHICH A
BORING -MAX. DIA. OF HOLE SHALL NOT EXCEED 1/3 OF DRESSED DEPTH OF JOIST
n
I ,
- I
.'%.'��
PERSON SHALL BE REQUIRED TO DESCEND SHALL BE MADE WITHOUT PROPER
WITH A MINIMUM EDGE CLEARANCE OF TWO INCHES. NOTCHING -MAX- DEPTH AT ENDS
I "I IPL�TE
II�E
5
1 . 11
.11 �l
� I,,
PERMIT. I I-
SHALL NOT EXCEED 1/4 OF DRESSED DEPTH. NO'NOTCHING IS ALLOWED IN THE
1. MINIMUM GRADIENT$ ARE AS 'FOLLOW EARTH= 1% PAVING=-SX I
.
I
I
)".
CENTER THIRD OF THE JOIST SPAN. NOTCHING IN OTHER LOCATIONS SHALL BE ON
,�
-
I
I'll
o
.
. 5. THE - MINIMUM BOLTING FOR SILL PLATES TO FOUNDATION SHALL BE AS FOLLOWS.,
THE COMPRESSIVE SIDE WITH A MAX DEPTH OF 1/6 OF THE --JOIST OEM-
'2. POSITIVE DRAINAGE AWAY FROM STRUCTURES SHALL 13E AS FOLLOWS, 2x MIN TO
. .
- ,
5/8"DIAMEMR ANCHOR BOLTS WITH 7' MIN EMBEDMENT IN CONCRETE WITH -
I
I w 1
L.
217. MAX $WALES TO BE 3 FEET MIN AWAY FROM STRUCTURES,
i
I .
,
SPACING NO GREATER THAN 4 FEET O.C.NOR FURTHER THAN IV* FROM CORNERS
2. WHERE THREE OR MORE (MULTI JOISTS) ARE USED THE JOISTS SHALL BE BOLTED2-2x
.
PLATES, SEE PLANS FOR
I .
,
SCHEDULE
.(MIN 2 BOLTS PER PIECE). SEE THE FOUNDATION PLAN & SmtAR WALL S ME
TOGETHER WITH 1/2"DIA MACHINE BOLTS W/ WASHERS AT 24"00 STAGGERED. BOLTS
. . I I
FRAMING ANCHOR TOP AND
8170, AND REFERENCE TO SPLICES
I
l'-,
% �":
.
, I-
FOR FURTHER BOLTING REQUIREMENTS
SHALL BE RETIGHTENED PRIOR TO APPLYING FINISH MATERIALS-
. .
I .
L' I
BOTTOM OF DOUBLE STUD
I
FOR HEADER SIZE, SEE PLAN
I I I
I
, .
I
I
.
OR POST
I
�
6. PM OR DUCTS 114AT EXCEED ONE THIRD THE SLAB OR ODNC, WALL THICKNESS
! SHALL NOT BE PLACED IN STRUCTURAL CONC. UNLESS SPECIFICALLY DETAILED- SEE
3. JOISTS/RAFTERS SHALL LAP AT SPLICES A MIN.; OF 4 INCHES WITH 3-1 6d NAILS
OR USE SIMPSON ST 2115 0 48 INCHES O.C.
I
.1
�. - .--.Ib- - I I
.1
- ---I%- -
,
;,
-
-
\ I
x
I
2x CRIPPLES AT 16* O.C.�1.
��
If
I I
� MECHANICAL AND/OR ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES,
I
I
' ;
ACCESSORIES, M.
4 . CROSS ABRIDGING OR 2X SLKG.SHALL 13E PROVIDED 0 8'-O� O/C. MAX- FOR ALL
..
"
1
71
.
, !
l
11
.
JOISTS AND RAFTERS MORE THAN 8' IN DEM'H .
I .
I
..
7. PIPES MAY PASS THRU STRUCTURAL CONC. IN SLEEVES, BUT SHALL NOT BE
.1
.
.
._
,
1;1
adBEDDED,THEREIN.
'
BE PLACED BETWEEN JOISTS OR RAFTERS
5. 2X SOLID BLOCKING SHALL AT ALL
L_
...
. . . .
.
,.,
I
& PROVIDE 3/4" CAMBERS AT ALL EXPOSED CORNERS
SUPPORTS. �
.
I
-
2X STUDS 0
160 6�10� _�
I
I
.'
L .
ERAmi Ng-w-al
-166 40 1 r O.C.,
I i
. I l .
9..SEE ARCHITECTURAL PLANS FOR MOLDS, GROOVES, ORNAMENTS CLIPS OR
GROUNDS REQUIRED TO BE CAST IN CONCRETE, AND FOR LOCATIONS OF FLOOR
1. ALL BOLTS BEARING ON WOOD SHALL HAVE WASHERS UNDER HEAD OR NUT. SEE
STAGGERED
�
.
PLYWOOD
WHERE
FIRE SLOCkING AT CEILING
LINE AND NOT TO EXCEED
-
SIMPSON A-34 FOR 2X4�
STUDS AND A35 FOR 2x$ STUDS,
: .
11 �
FwLswEs AND SLAB DEPREssioNs.
.
SCHEDULE
I
16d 0 `12" O.C.----N
STAGGERED
OCCURS 0
�
l6d PER E.N.
AT SHEAR WAU.S W-o* o.c.
J
_.
ETCH SIDE
1I
l
11 I
I ,
I
-
10. LOCATION- OF POUR JOINTS -SHALL BE APPROVED BY THE STRUCTURAL ENGINEER.
W TE
2. ALL BOLTS SHALL BE RET(GHTENED, PRIOR TO APPLICATION OF PLY 000, PLAS R
I
�-
NOTES SEE GENERAL
--*--USE
2-2x JAWS FOR,4xlO AND
6XS AND LARGER HEADERS
.
.
; .
... I .
o.: .
,
, .
I
I
ETC. �
- BORED 1/32" To 1/16" LARGER THAN NOMINAL
3. HOLES FOR BOLTS SHALL SE
.
- .. l
�
m
.
--- _____l
I STUD FOR INTERIOR WALLS ___-�
2 STUDS FOR "MRtOR WALLS
UNLESS NOTED OTHERMSE
- END POST AT PLYWOOD SHEAR
PANEL WHERE OCCURS W/ E.N.
.
, . i'
.1. UNLESS. MtRWISE NOTED ON PLANS CONCRETE SHALL BE TYPE I WITH A
BOLT DIAMETER.
NOTE
I
. I
..,
MINIMUM dO.MPRPSIVE $I , F 2500 PSI IN 28 DAYS. CEMENT SHALL
STRENGTH 0
. CONFOW TO A.S.T.M. OX-1,50. FINE & COURSE AGGREGATE SHALL CONFORM TO
.
Lvmw
� 12" LG. BLOCKING 0 TOP,
,
POST WHERE STUDS S14OWN ARE FOR INDICATION ONLY. ACTUAL LOCATION TO SUIT
16
11. ,
..
.1
A.S'.T.W C&I.
. I
BOTTOM, & MID -HEIGHT
OCCURS CONSTRUCTION REQUIREMENTS, MAX. SPACING AT O.C. .
I
I ,
1. ALL LUMBER SHALL BE DOUGLAS FIR OF THE FOLLOWING GRADES UNLESS
. 1.
,
SHALL AD
OTHERWISE NOTED (MAX MOISTURE CONTENT NOT EXCEED 19% & GRADED IN
I
l
60 PER
ACCORDANCE WITH THE WEST COAST LUMBERMANS ASSOCIATION.)
TYP. STU D WALL INTERSECTIONS Typ . WALL FRAMING
". I
T. AXWFORCING STEEL, #3 AND #4 GRADE 40, #.5 AND LARGER GRADE I
. I
1 6
"
. A6S.T.M. A615.
. ... .
. .
.
I ..
I 11
-
_& PLATES- . --- NO.2
STUDS ----
,
.1
2. LOW HYDROGEN � WELDING RODS SHALL BE USED FOR ALL WELDING OF �
JOISTS & RAFTERS
I
REINFORCING BARS.
R
20 TO 4X4 INCLUSIVE ------------------ w ------------ NO�2
i,
I
r" ----- 2- ISd
I
'-,� *�
.
�
3. BARS NOTED AS "CONT ,,TYPICAL WALL REINFORCING AND VERTICAL COLUMN
2X6 TO 3X,16 INCLUSIVE ------
I
SIN VILIMEmam
FOR SIZE AND SPACING OF
STAGGER PLYWOOD JOINTS
- _jN
1,
-11 _16d 0 12* STAGGERED
I
.1
.
.
�4
I
REINFORCING SHALL- HAVE A, MINIMUM SPLICE OF So BAR DIAMETERS LAP IN
SEAMS .
JOIST OR RAFTER, SEE PLAN
I
.
3/8 MIN. EDGE DISTANCE
-
� "Ti
<.-401ST OR RAFTER
I
�l . I
MASONRY OR 40 BAR DIAMETERS MINIMUM IN CONCRETE.- -
BOUNDARY NAILING (B.N.)
FOR
NAILS
UPPER PLATE ,V' WIDER THAN
el"
I... i
4, REINFORCING SHALL BE SPLICED ONLY AS SHOWN OR NOTED. OTHER SPLICES
POSTS & MULLIONS .
. ALONG CONTINUOUS
PANEL EOGES----qzZ�
,
-
LOWER PLATE
.., .
SHALL BE APPROVED By THE STRUCURAL ENGINEER.
4X4 & SMALLER ----------------------------------- NO.2
114
11
I 11
�
--- - 2X STUDS 0 16" O.C.
1,
I
4X6 & LARGER ------------------------------------ NO.2
( - - .
5. SPLICES IN ADJACENT HORIZONTAL WALL REINFORCING BARS SHALL 199 STAGGERED
6X6 & LARGER- � ---------- NO -I
le
-
i
�
4 FEET UNLESS OTHER WISE NOTED.
MISCELLANEOUS LUMBER
.
I
I
PARALLEL
t . I
:. . .
BLOCKING.FURRING, ETC ------------------------------- No"3
TYPICAL INTERMEDIATE
I I
.
6. PROVIDE DOWELS IN FOOTINGS AND/OR GRADE SEAMS THE SAME SIZE AND
DECKING & SHEATHING
I NAILING (I.N.)
.
I
:,. .
NUMBER AS VERTICAL WALL OR COLUMN -REINFORCING. DOWELS SHALL HAVE A
---------- COMM-L DEX.
� FLOORS-10d 0 10" D.C.
1.6d 0 12", STAGGERED
MINIMUM PROJECTION EQUAL TO STANDARD LAP SPLICE UNLESS OTHERWISE NOTED.
ROOFS- 10d 0 12" O.G.-
_�
/--
'w
I .,
r.,
.
2. ALL WOOD BEARING ON CONCRETE OR MASONRY IF LESS THAN 4 FEET FROM
11
I 11
1)
(--
--JOIST OR RAFTER
. I
7. ALL REINFORCING, ANCHOR BOLTS, AND OTHER INSERTS SHALL BE SECURED IN
GRADE SHALL BE PRESSURE TREATED DOUG FIR.
.
�
I
. r-=T-7T_7,.
.
'. 1'
�
: �
11
PLACE PRIOR TO PLACMENT OF CONCRETE OR GROUTING OF MASONRY. .
.
I
EDGE NAIUNG (E.N.)-
-',
- i
I
P
I
UPPER PLATE e WIDER THAN
.
"
i�' ,
�
3. GLUED I LAMINATED WOOD BEAMS SHALL BE DOUGLAS FIR COMB. 24F-VS(*) OF/DF
L_
LOWER PLATE
, q
09,
S. PROVIDE THE FOLLOWING MINIMUM PROTECTIVE COVERING OF CONCOLT .
(Fb.240opsi, Fv-165 PSI. E-1,80,000 PSI) INDUSTRIAL APPEARANCE WITH EXTERIOR
I
11
I
------
BELOW GRADE (UNFORMED)-- -3" CLEAR
GLUE UNLESS OTHERWISE NOTED ON PLANS. A CERTIFICATE OF INSPECTION FOR
�
I
.
(------ 2X STUDS 0 16' O.C.
1
I �
BELOW GRADE (FORMED) ---------- 2" CLEAR
EACH GLu_LAM BEAM FROM AN APPROVED TESTING AGENCY TO BE SUBMITTED AND
2 X 3 FLAT BLKG- AT
L-LON
DIMENSION OF PLYWOOD
.
I
_
1.
--- I 0 CLEAR
APPROVED BY THE BUILDING DEPT. PRIOR TO ERECTION. ((*) USE V8 FOR CANT.
UNSUPPORTED EDGES.,(REV0.
ONLY) CALLED- FOR ON
TO RUN PERPINDICULAR TO -
---,I,-
-
,
"
COLUMNS ----- - ----------------------------- I .w'CLEAR
I
BEAMS AND V4 FOR SIMPLE'SPANS BEAMS)
PLANS)
JOISTS
I
, ,
BEAMS AND GMER$ -------------- 1.5"CLEAR
MIN. SHEATHING SIZE TO BE PERPINDICULAR
.
STRUCTURAL SLAB (ABOVE GRADE) -----------
4. ALL STRUCTURAL PLYWOOD SHALL BE IN ACCORDANCE WITH P.S. 1-74
I
NOTE. PLYWOOD TO BE
INSPECTED PRIOR TO COVERING
2'-O" X ,V-O" I
� � .
2i
I-S
2
11 - 1*1
A
.1*1
-2 i r-
---
I "R �$ - - I
BAR SIZES
3 1/2 V
#3. #4, #5
5 pot
#6. V. #8
7 00'
#9, #10, #11
- .
.. .- H I
� I I -I-. --
� v 4" 1 .
..
..
2
NOTCH IN STUD
MA . M
m *3*
R
,6074 BORED HOLE -407#W1
Mffi\
'R'��R'
.1orl
c, I `
0
,�
NOTE: BORED LE
& T14 SHAL4LO
NOT
5 , MIN. 5 1%M_IN_.
. 46 10, CONCRETE
OCCORCIN SAME
50 V MASONRY I
SECTIO4
I I
-
NON -BEARING BEARING
.
.
�
L ;
I
I
� PARTITION PARTITION
I
....
I I ,
, I
;
I
-
.
I
REINFORCING
..
�
TYP. STUD NOTCHING
...
,
.
.
, I
.
9
I
I
I
I
�
SHEAR. PANEL LENGTH I C.-
I I
I
2X4 STUDS 0 .
� I DOUBLE TOP PLATE
16" D.C. U.N.07-~ *-- .
11
BEAM EXTEND INTO
WALL FULL WIDT"
I
r,
�
OF STUDS U.N.O. �. I ..
� �� ,
1.
. , � .
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. Z....
� .
, 'd
..
-A
�-:.,.,,,,,,
.
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1. .
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. .
43-
-
.
'N.
�
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- .
(4) 16d EA� SIDE ."I'l.: : `,'; �, '. t
, .
I �
; . �
I
I vi
r�**
awow
V .
71 vi- �r - - I .
HEADER FI I
.
I �1%1 �
�--2)( STUDS 16" O.C. , 3 1 '..., .. �� .. 11
p � � ,;. .. .1
:
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lt(.
il
. :
_�
2X BLKG. : I
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. ;',,.'.,
,
L- t I , .
. I
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�
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i
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j
. 2X TRIMMER
x x
. - m OR PC �l � :_
.
•0.
Q
U.N.0, I .
- "
. j
,
. ,
16d AT 12* EA. I
SIDE/. EA. CRIPPLE __ ---(2) 2X CRIPPLES TYP. 0 .
. I .,,,
LL
>-
.
.
4X END POST .
�
& HOLDOWNS
� N, BEAM OVER So DEPTH. : 1� .
0 USE 4X POST U.N.O. ON
POST
:,
.1_
I. I I
0
< -
*2.
.
:11
U.N.O. W/ E.N. ' .
qvzxzm=*;Gwz�� 40 1
PLANS (CRIPPLE OR . . li.: ,�
I
, I :
1 TO BE FULL WIDT", ON BM,) , :` .1
..
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,
, L'o'
-
4
�-I
t
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. �
4
1)
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1� 111 . ...,
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� NOTES: � I xl I � . .1
, .
,�
I
. '
,� .
I � .
tp
I
<
14-
rl
-�
�
HOLDOWN PER SILL PLATE BOLTING (OR
11
,,,�,I- I .1
,
-rI 4-
�
..
PLAN 12" SOLE PLATE NAILING AT
I. WHERE BEAM INTERCEPTS TOP PLATE
�
C4
" 1UPPER FLOORS)
SPLICE USE M230
(4MAX.
*<z_
2. SM S. CAN SIT 04 TOP PLATE ABOVE
p.pW/ E.P.0 OR P.C.
.
0
'
SHEAR PANEL ELEVATION
TYR BEWT
I
.
�l
I
14
.l
I 1.
,
�
� ,
�
"
.
I I , 11
-
I
. 111.
`
.�,',
�`,?,
I !
I
I SHEAR WALL SCHEDULE 1997 U.B.0
SU BOLTING
MARK
1
. 1. 11
WALL TYPE � I
;
I
ALLOWABLE
S14EAR 0
ONE SIDE
SHEAR 0
BOTH SIDES
SILL NAIUNG
.
��
SHEAR
I I
OF WALL
OF WALL
0 UPPER STORIES
-_
'7/8"STUCCO OVER PAPER BACKED LATH W/I 6 CA STAPLES AT 6"O.C. AT TOP & BOTTOM
APLATES,
EDGE OF SHEAR WALL AND ON -FIELD (ICBO REPORT -No.1318, AUG. 2002) OR
180 PLF
slV"wVlo,c
s/s*0271/210-c
164 0 80 O.C.
54, MAR 1990),.NOTE 4 AND '9 BELOW'
3/8"PLYWD STRUCT It OR STD SHTG WITH 84 'NAILS 0 6*'O.C, AT EDGES & 12" O.C. FIELD
1 260 PLF
a/wo3s-o.c.
s/s-olq-ox.
16,d 0 6"'O.C.
i&
(TABLE 23-11-1-1 UBC) NOTE 1,9..JO& 11 BELOW .
i p
�
I
--- -
.3/8"PLYWD STRUCT It OR STD SHTG WITH 8d NAILS 0 4"04> AT EDGES & 12" O.C..FIELD
-_
350 PLF
s/s-o2o'O.C.
-5/6' 3-o.c.
164 0 4"O.C.
0
(TABLE 23-11-1-1 UBC) NOTE 1, 6, 9, I0 & II BELOW .-
I
-
_
A3/8-PLYWD
STRUCT It OR STD SHTG WITH 8d NAILS 0 4"O.C. AT EDGES & 12" O.C. FIELD
380 PLF
S/Wo2iro-.C.
s/reirlo.c.
16d 0 4"O.C,
(TABLE 23-11-1-1 UBC) NOTE 1, 3. 5, %. 9. 10 & 11 BELOW-
-
/8" PLYWD STRUCT It OR STD SHTG WITH 8d NAILS 0 3" O.C. AT EDGES & 12" O.C. FIELD
490 PLF
s/sllwdlox.
s/roieox,
16d @ .. 3 1/2"o.c.
{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 2" O.C. AT EDGES & 12" O.C. FIELD
610 PLF
s/rotro.c,
s/sroeox.
16d 0 2 I/t`0.0.
1
(TABLE 23-11-1-1 UBC) NOTE 1. 3,5, 6, 9. 10 & I 1 BELOW
A2"
�
1/2"TRUCTIPLYOITHlod NAI0LSOX. AT EDGES & 12" O.C. FIELD I .
I
.
��
N/A I
IOVER 3X STUDS (TABLE 23-11-1-1 USCI NOTE 1, 3, 5, 6, 9. 10 & 11 BELOW
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1. ALL EDGES OF PLYWOOD SHEARWALLS MUST' BE
BLOCKED WITH; 2X SOLID BLOCKING FOR WALL TYPES
I ,
!,
,3
9 & 10, AND:� X SOLID BLOCKING FOR WALL TYPES
.
5. FRAMING AT ADJOINING PANEL EDGES SHALL BE
3-INCH NOMINAL OR WIDER & NAILS SHALL BE
STAGGERED. .. I
8. ALL INTERIOR BEARING AND NON SEARING
FOOTINGS TO HAVE 7/32" SHOT PINS AT 32" O.C. � .� ;_". ,
: .'�. " . 1
: �, I
� I
& 48"O.C. RESPECTIVELY. I.E. HILTI 10130 REPORT � -�"_l * _' �l ..
.
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I
P�l
.,
I
I
IV
No.o.
11, 12, 13, & 14.
I �
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..
2. WHERE SHEAR WALL SHEATHING IS TO BE APPLIED
TO BOTH SIDES IF WALL, DOUBLE THE NUMBER OF
BOLTS. (I.E. HALF THE O/C SPACING)
:.:.
1.".I
,,
3. USE 3X PRESSURE TREATED DOUGLAS FIR
SILL PLATES * FOUNDATION/FIRST FLOOR ONLY,
-
4. PAPER BACKED SELF FURRING EXPANDED METAL
LATH WITH ICSO. APPROVAL �
. �
6. W�ERE PLY -WOOD IS APPLIED ON BOTH FACES OF A
WALL AND NAIL SPACING IS LESS THAN 6 "O.0 ON
EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL
ON DIFFERENT, FRAMING MEMBERS OR FRAMING SHALLWASHERS,
BE 3- INCHES NOMINAL OR THICKER & NAILS ON
EACH SIDE SHALL BE STAGGERED.
7. ALL CONTINUOUS EXTERIOR FOOTING TO HAVE
5/8" X 10". A.S. 0, 48"O.C. UNLESS OTHERWISE
I
NOTED ON PLANS. ,
I.:
� "." 41, 1.
No-2388, NOV 1995 OR RAMISET/REOHEAD ICBO : 1* 1. � .
� �� I .
� �,� �-
REPORT No.1639, DEC 1995 � 1 ,,� .....
� ,, I :*,111
�
:, ,
9. USE 2 1/2' x 2 1/2- x 3/16- PLATE I
I
. . �: 1: . '. I
. .. I
, �
m , ..
. I
10. USE COX. CC OR STD SHTG IN LIEU OF . �' .
1_� � , �. ,�
STRUCT If PLYWOOD. ALL PLYWOOD SHALL BE '. . .
;� � .
:,:,. � . �
. DOUGLAS Flk af'HER.SPECIES MAY REQUIRE .1 n � . I .. %
- �
CHANGES. � I .
, I
: .
_ I 1 .
. � ., .. I .
. .
I I � AT EXISTING ,FOOTINGS USE REDHEAD WEDQF,,, . �l . I
.
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1, ..DATE
1, �, .
SCALE
I
� . DRAWN BY
.
- � I
ANCHORS TO COMPLY WITH SILL -BOLTING. ICB.6 . ,
-
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Jos NO,
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#1 3 MI& DMD- I r. I '' � .1 . � �
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.SHEET .
. �.19. NUMBER,
UMBER, 6, OR. �LARGER REINFO...R.CING BARS SHALL NOT BE RE�SENT WITHOUT
I � ,. I �, ,"
__._.�.,l . I � �
�0, 1''II
1 II .
�- .
APPROVAL OF THE STRUCTURAL ENGINEER. PLYWOOD LAYOUT 2 JOIST TO NON -BEARING WALL o
. I
.11.l-.....,-.;,;'l--.........._1-'_�-,,�..11,��-,__.11. _l_�,"', .1-';�,-.:,..,:.-_, _
-�... ..
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. OF tII
It
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SHEETS
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"'. , . I- �.c. .. .-� 11
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#",*.04- IDEC AOF."��, _.
,,._ , '.� _1:�.,
m-
REVISIONS 5y
DRILL HOLE 1/8"
OVF _R 01A, Or -5AR
FILL UJ/ SIMP, ET 22
EPDXY
/6- MIN 24" MIN,
IRE15API DOWELS
SAME SIZE AND
SPACING AS 11511AR
ON FOOTING.
v4
V6
L
6
v,
1A
4
4 n
4'N
<7,
<1' 1,
<1
c>
n,
4'a
I? 1>
D C>
1� 'A
7
7!T
6
/6 L
C.
15 1,
41>
D.
D,
EX. FOOTING NEW FOOTING
0OWEL AT FOOTING W1 EPDXY
04 POST MIN.
W1 E.N.
**PH0 OR HD PER
PLANS SIMPSON
CATALOG
EXISTING FOOTING
ILL
L HOLES
THREADED ROD
%lN6 LARGER
W/ -EPDXY I.C.B.0
BOLT Dw
4945 CITY OF L.A.
0 25185 W/
USE 1ECIUMALENT
-SP.INSPETION
PHD
'5
USE U.N.O.
HDA
OR
PHD
BOLT
Dlk
ON.)
EDGE
(M)
(IN.)
W
(IN.)
EMBEDMENT
(IN.)
A
W9NC
COMPRESSION
fe = 2000 (EM)
H02A
5f8
t--3/4
6
12
2775
lW5A
6/8,1-3/4
1 a
'4010
ma. BA
=7/8
I -
112
USE SIMPSON SET EPDXY TC8O #ER5279 OR R.R. #25279
NOTE: FOR RAISED FLOOR USE LONGER BOLTS
TO EXTEND ABOVE FLOOR SHEATHING
HOLE)OWN AT EXISTING FOOTING (0.
mr m
PER r_Lm
PBL. Top FLAFES
1610-c-
16a PER SCHEor.
EN
VRL rLAO
S
-IF SCHEC). e. IN.
A35 1,
6WEARNALL
PLAN,
SHEAR TRANSFER AT INTERIOR WALL
2>< STUDS m Iroll or -
SHEAR PANEL
PER PLAN
2X 50T. PI -ATE W1
SHT'G, lrorl> PER SHEAR -
PER PLAN WALL SCHED,
E.N.
Tif JOIST
PER FLAN
5Ti, ,—
JOIST
In
2X P.T SILL PLATE W/Z
---------------
A.B. PER SWF-4RWALL
MIN.
TOP AND HOT.
4
x"
ryp,
MIN. I STORY
IV, MIN. 2 aToRy
1 3/4" TIM5ER6TRANv
RIM JOIST
(H) 31, FROM Top
EXTERIOR FOOTING
7YPIM RWF SWAMM. 2 X&AMW 16 OJC t16 We WjTjg
RWF M-PATM
C4 vi cbx
14"
fx/-
RAFTER AT EXTERIOR WALL
OVfP fXI�V7, POOF
CALIFORNIA FRAMING
,,5WEATR PANEL
6-WD5 161*0 PEP, PLIQ11
PLY ND. 544TIG.
PER PLAIN
14-1 led P;R SWEAR-
JoIsT WALL 60-05.
PLAW
P.T. 51LI PLATE Wf
L 11"i
MZ
A.B. PEPRSPEAr- 11
(PvtS (14) 3- FROM TOP
ayS
I'-o"' MIN.
INTERIOR FOOTING
2
k A VN
zi
4X4 POST WHERE
6
ZZ W1 ST6215
S
7
00ASONEEATING PER
FL
PLAN o/ 2X6 F.J_ 0
• 16- O.C. W/ R-19 INS
3- 2-2X 8LK*G
4- 4X GIRDER PER PLAN
5- A-35 EA. SIDE
W/, Wx 1311A A-9.
7- CONC. PIER
8- 4X4 CRIPPLE POST
W/ 2- A,35F TO GIRDER
A-35
2x RIDGE
HIP 111/61/191d
SIWIFm ST21B AT 43"o/c
IN LIU or- 2x4 TIES
X. AT
48 o/c; W/
&T F —,4c;m gm
ST 6224 f5bTW SIDES
4X4 POST
Ovm :?Xa CEILING
2><5 CONTINUOS
A-35 BOTH SIDES JOIST 61-6" LONG
2x CEILING —2-2X CEILING JOIST
JOISTSO 16" O/r_
HIP SUPPORT
R50 INSUL,
IF TANK WAS AN
INSULATION BLANKET,
LEAVE IN PLACE
STEEL STRAP lC50* ER 5112
moos E-100
BEST IF %WsC%LY
UIRAPIPED ONE LULL TURN
AMUNCII TANK W1
1/40 X 4 1/2u LA6 SCIRM W1
WASWER TO 2X4 STUD OR SLK.
WATER HEATER BRACING
CL
-SWO
(mi
POST PER PLM
(4x mm)
us PER ED sm-
%(IiDA)
POMP
,
s e
441
RB
m
2X
Ss uC+i
�=R 32iix
PER PLA4
PER
Emam
SOiE%
W'mji. ClR
SCHEDULE
TYPE
HD 2A
H05A
H06A
MA
HDIOA
m.e
3-3/4
3-7/8
K7/8
4-7/8
H8
41
51
1/81
SS
2 1
3'
3 -1/23
1/2',3
l/f
CL
1
21 f*2
12 1/16
1/16
SO'
l 4'
;e
'r
3/4�
3/4'
A
E1161
6
20
28
28
28
yML
2L
2r
24!
W
M2
-20
_1.6
.1
24
34
34
34
Le
26'
21f
28"
28"
2775
40 TO
51CO
7460
9546
xa
2775
310
;100
74CO
BASED ON MIN 4X POSI'SIZE OR.
101U BE WS
(
NOM Ca0EM SMJ WkLS A. CHA I'm
VJ MAW H FOR 5/8*0 A4MM
8"MIN WIDTH FM 118*0 MCPCRS
a' NN FOR COLIC, Et=g
NOTE: FOR MMD FOUNDATION USE S98 FOR TWO POUR SYM
00 "ID SOLT BMNO SILL PLAE ASOW
FLWR SrEMING
V-0" MIN. LAP
(2)16d i STUD
(8) 16d 0 MIN. 2,
LAP TOP PLT. 16d @ 16" O.C.
STUD MAX
H4X4 -A DR.
MIN.
PROVIDE lX6 LET -IN
AM (IF NO SHEAR
WALLS OCCUR) 0 60
16d 24"--,
450 MIN. W/
O.C.FACE
1
(3) 8d EA. END & EA.
N ALL
(3 16d E.N.
STUD
STUD BRACE EA.
TYP.
CORNER 0 25'0_C.MAX.
2X fQAFM*6
2X TRIM*R St
KING STUDS
t2) 16d E.N.
PROVIDE
DE 2X FIRE
@ JAMS
TO 2X SILL
BLOCK WHERE WALLS
TYP. EXCEED & AT ALL
CL'G & SOFFIT LINES
2X STUDS
0 16" D.C.
(2) 10d T.N. 0 2X P.T-D.F. FILL PLT_
EA. SIDE STUD
TO PLT. 7" EMBEID'T
PER ATION PLAN.
4
I I . MAX FI'
SLLL EI4L
a tt
C'4
cq
lu
cl
Wv
(P
EXTERIOR WALL DETAIL
1 � 1
DRAWN
L.rf=*
04-14-05
SCALE
AS NOTED
JOf3 NO,
1 0504
SHEET NO.
CF--1 R FORM 1 CF--1 R FORM
MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF-1 R
Note: Lowrise residential buildin s 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.
Instructions: Check or initial applicable boxes when completed or enter N/A if not Applicable.
DESCRIPTION
DESIGNER
ENFORCEMENT
Building Envelope Measures:
a{c 150(o): Minimum R-19 Ceiling insulation.
X
150(b): Loose fill insulation manufocturer'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 walls).
X
* 150(d): Minimum R-13 raised floor insulation in framed floors:
X
150(1) : Slob edge insulation - water absorption rote no greater than 0.3 X, 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/Exfiltration Controls.
1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage.
2. Fenestration products (except field -fabricated) have lobet with certified U-foctor, certidied Solar Heat
Gain Coefficient (SHGC), and infiltration certification,
3. Exterior doors and windows weatherstripped; oil joints and penetrations caulked and sealed.
X
150(g): Vapor barriers mandatory in Climate Zone 14 and 18 only.
N/A
150(0: 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 foctory-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 loods 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 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 internal/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 installer) 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, UL181k or U11818 .
If mastic tape is used to than 1/t4 incty, the mastic
or seal openings greater combination of and either
mesh or tope small be used. Building coviies shall not be used for conveying conditioned air. Joints and
seams of duct systems and their components shall not be seated with cloth back rubber addhesive duct
tapes unless such tape is used in combination with mastic and drowbonds
2. Exhaust fan systems have backdraft or automatic dampers.
3. Gravity, ventilating s ems serving conditioned space have either automatic or readily accessible,
manually operated dampers.
X
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 fight.
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 opplionces hove no
continuously burning pilot light. (Exception: Non -electrical cooking, appliances with pilot <150 Btu/hr)
X
Lighting Measures:
150(k)i : Luminaries for general lighting in kitchens shall have lamps with an efficacy of .40
lumens/watt or greater for general lighting in kitchens. This general righting 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/wott 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.
cl7.8.1.2 After installing wail, 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(a)2.A and for which the building permit was
issued and conforms with the requirements of Part 6, The certificate shall also state the manufacturer's name and material identification.
CERTIFICATE OF COMPLIANCE= RESIDENTIAL Page 1 CF-iR
Project Title,,.,,,,,,, PROPOSED SOTO RESIDENCE Date„ 05/03/015-13141100
Project Address. , , , , , . , 2225 S CYPRESS X*****________________
SANTA ANA 06.01*
Documentation Author,., Christopher S. Leighton wwwwi�w54 ----- # I
Terry Engineering __47-7- _ _;VN04w"
13691 Red Hill Ave, I PtanCheck / Date I
Tustin, CA 92780 i -1
(/}7�(14) 838-1124 1 Field Check/Date I
Climate Zone. i , i , , , , l , t 08 _____________________
Comptlance Method.,,,,. MICROPAS6 v6,01 for 2001 Standards by Enercomp, Inc,
_
I MICROPAS6 v6.01 File-SO503190 Wth-CTZ08S92 Program -FORM CF-IR „ ____
I
I User#-MP0206 User -Terry Engineering Run -PROPOSED SOTO RESIDENCE I
-------------------------------------------------------------------------------
GENERAL INFORMATION
Conditioned Floor Area...,.
Building Type ..............
Construction Type .,,,.....
Building Front Orientation,
Number of Dwelling Units,..
Number of Stories..,...,...
Floor Construction Type.,..
Glazing Percentage...,..,..
Average Glazing U-factor,..
Average Glazing SHGC ,.,,.,
Average Ceiling Height- -
1692 sf
Single Famity Detached
Existing Plus Addition
Front Facing 270 deg (W)
1
Raised Floor
18, 1 X of floor area
0, 87 Btu/hr-sf-F
0.7
8 ft
CERTIFICATE OF COMPLIANCEt RESIDENTIAL Page 3 CF-iR
Project Title..,..,..,, PROPOSED SOTO RESIDENCE Date„ 05/03/05�13141100
I - MICROPAS6 v6,01 File-SO503190 Wth-CTZ08S92 Program -FORM CF-iR I
I User#-MP0206 User -Terry Engineering Run -PROPOSED SOTO RESIDENCE I
-------------------------------------------------------------------------------
COMPLIANCE STATEMENT
This certificate of compliance lists the building features and performance
specifications needed to comply with Title-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 Multiple orientations,
any shading feature that is varied is indicated in the Speclot Features
Modeling Assumptions sect-ron.
DESIGNER or OWNER DOCUMENTATION AUTHOR
Nave,,., - _____________ Name.,., Christopher S, Leighton
Company, SOTO FAMILY Company, Terry Engineering
Address, 2225 S CYPRESS Address. 13691 Red Hitt Ave,
SANTA ANA CA 92707 Tustin, CA 92780
Phone... (714) 429-0178 Phone. , , ( 714) 838-1124
License, -------------------------
Signed -- _________________ ___ Signed„ _ _ _ ____
-( (date) - -<date
BUILDING SHELL INSULATION
-------------------------
ENFORCEMENT AGENCY
Component
Frame
Cavity
Sheathing
Total
Assembty
Name,,,.
___ __-3� -
Type
Type
R-value
R-value
R-vatue
U-factor Location/Comments
Title,,,
__ __-t3694 A780----
Roof
n/a
R-19
R-n/a
R-19
0.051
Existing Attic
Agency-
Roof.
n/a
R-30
R-n/a
R-30
0,035
New Attic Celt
Phone,,.
________ 7_1"38_4Q4._____
Wall
n/a
R-0
R-n/a
R-0
0,386
Existing Ext W
_-- _________________
Walt
n/a
R-13
R-n/a
R-13
0,088
New Ext Wall
Signed..
___ __
Door
n/a
R-0
R-n/a
R-0
0.330
Exterior Door
Ftoor
n/a
R-0
R-n/a
R-0
0.097
Existing Floor
Ftoor
n/a
R-19
R-n/a
R-19
0,037
New Ftoor Over
FENESTRATION
Over -
Area
U-
Interior
Exterior
hang/
Orientation
____________________
(sf)
_____
Factor
______
SHGC
______
Shading
_______________
Shading
Fins
Window
Front
(W)
24.0
0,870
0.700
Standard
______________
Standard
-----
None
Window
Front
(W)
24.0
0,870
0.700
Standard
Standard
None
Window
Left
(N)
15.0
0,870
0.700
Standard
Standard
None
Window
Front
(W)
24.0
0,870
0,700
Standard
Standard
None
Window
Right
(S)
15.0
0.870
0.700
Standard
Standard
None
Window
Right
(S)
15.0
0.870
0.700
Standard
Standard
None
Window
Right
(S)
9.0
0,870
0.700
Standard
Standard
None
CERTIFICATE OF COMPLIANCE,` RESIDENTIAL
Pa9e_2______r__ CF-IR
__p__
Project Title...,....,. PROPOSED SOTO RESIDENCE Date„ 05/03/05 131000
--------------------------
1 MICROPAS6 v6.01 Fite-SO503190 Wth-CTZ08S92 Program -FORM CF-1R I
I User#-MP0206 User -Terry Engineering Run -PROPOSED SOTO RESIDENCE I
_______________________________________________________________________________
Orientation
Window
Right
(S)
Window
Back
(E)
Window
Left
(N)
Window
Left
(N)
Window
Left
(N)
Window
Right
(S)
Window
Right
(S)
Window
Right
(S)
Window
Back._
(E)
Window
Back
(E)
Door
Left
(N)
FENESTRATION
Area U- Interior
(sf) Factor SHGC Shading
15, 0 0, 870 0, 700 Standard
24.0 0. 870 0. 700 Standard
9, 0 0, 870 0. 700 Standard
9. 0 0.870 0. 700 Standard
12, 0 0. 870 0, 700 Standard
9.0 0.870 0,700 Standard
15.0 0. 870 0, 700 Standard
15.0 0.870 0.700 Standard
16.0 0.870 0,700 Standard
16, 0 0. 870 0. 700 Standard
40.0 0,850 0, 700 Standard
HVAC SYSTEMS
Over -
Exterior
hang/
Shading
Fins
Standard
None
Standard
None
Standard
None
Standard
None
Standard
None
Standard
None
Standard
None
Standard
None
Standard
None
Standard
None
Standard
None
Refrigerant
Tested
ACCA
Equipment
Minimum
Charge and Duct
Duct
Duct
Manual
Thermostat
Type
Efficiency
Airflow Location
R-value
Leakage
D
Type
Furnace
0.600 AFUE
n/a Attic
R-4,2
No
No
SetBack
RoomHP
10.00 EER
No Attic
R-4.2
No
No
SetBack
WATER HEATING SYSTEMS
Number Tank Externat
in Energy Size Insutation
Tank Type
Heater Type Distribution Type - r System Factor(gat)R-value
__- --__
Water Heater to meet minimum CEC Standards
r =
UPON COMPLETION OF CONSTRUCTIONt CONTRACTOR SHALL.
OBTAIN CF-6R FORMS FROM THE CALIFORNIA ENERGY
COMMISSION ATE www.energy,ca,gov/t1tIe24
(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,
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Dote:
05-04-2005
scale:
AS NOTED
Drawn:
CL
checked:
JT
Prot Date:
05-04-2005
Job No:
050319
Shoot
T-24