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GENERAL NOTES
1. 'THE SCOPE OF THIS PROJECT IS AS GENERALLY DEPICTED ON THESE PLANS, POINTS OF CONNECTION, NOT
SPECIFICALLY DEPICTED, THAT NEED 'TO BE MADE ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ALL
WORK PERFORMED EVEN IN REMOTE AREAS OF THE BUILDING OR SITE, PERTAINING TO THIS PROJECT SHALL.
COMPLY WITH THE INTENT OF CONTRACT DOCUMENTS,
2, IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS
BEFORE FINALIZING THEIR BID AND BEFORE THE INSTALLATION OF THEIR WORK, ANY DISCREPANCY BETWEEN THE
ARCHITECTURAL AND THE CONSULTING ENGINEERS) DRAWINGS SHALL BE BROUGHT TO THE DESIGNER ATTENTION BY
WRITTEN REQUEST FOR CLARIFICATION, ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS
SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR
DESIGNER,
3. THESE DRAWINGS ARE BASED ON FIELD OBSERVATION AND DOCUMENTS FURNISHED BY THE OWNER, THE
DESIGNER SHALL BE NOTIFIED IMMEDIATELY BY THE CONTRACTOR OF ANY DISCREPANCIES OR OTHER QUESTIONS
PERTAINING TO THE CON'TRACT DOCUMENTS, THE CONTRACTOR SHALL, BE HELD RESPONSIBLE FOR THE RESULTS OF
ANY ERRORS, DISCREPANCIES OR OMISSIONS THAT THE CONTRACTOR FAILED TO NOTIFY THE DESIGNER OF BEFORE
CONSTRUCTION AND/OR FABRICATION OF 'THE, WORK.
4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS OF EXISTING SITE, THE CONTRACTOR SHALL
REPORT TO THE DESIGNER ALL CONDITIONS WHICH PREVENT THE PROPER FXECU110N OF ITS WORK. THE DRAWINGS
SHALL NOT BE SCALED.
S. CONSTRUCTION SHALL COMPLY WITH APPLICABLE EDITION OF UNIFORM BUILDING ""ODE, ALL APPLICABLE LOCAL,
STATE AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS AND PROTECTIVE COVENANTS GOVERNING THE WORK,
IN CASE OF CONFLICTS, THE. MORE STRINGENT REQUIREMENT SHALL GOVERN.
6. EXCEPT WHERE MORE STRINGENT REOUIREMENTS ARE NOTED OR SHOWN ON THE PLAN WORKMANSHIP AND
MATERIALS SHALL CONFORM TO THE U,ELC LATEST EDITION,
7. WORKING DIMENSIONS SHALL NOT BE SCALE FROM DRAWING.
& ITEMS IDENTIFIED BY TRADE NAMES MAY BE SUBSTITUTED BY APPROVED EQUALS.
REMODELING NOTES
I. EXISTING STRUCTURES SHALL BE REVIEWED FOR DIMENSIONAL AND STRUCTURAL CONFORMANCE
WITH THE PLANS BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
2. CONTRACTOR SHALL PROVIDE PROPER BRACING AND/OR SHORING TO THE EXISTING
STRUCTURE WHICH MAY BE REQUIRED DURING CONSTRUCTION.
4, USE SIMPSON ST6224 TO TIE IN TO EXIST TOP PLATES,
-MATERIAL SPECIFICATION
1. CONCRETE STRENGTH SHALL BE MIN, 2500 PSI IN 28 DAYS.
2. REINFORCING STEEL SHALL BE MIN, ASTM A 615 GRADE 40.
1 NO TRENCHES ON EXCAVATION 5 FEET OR MORE IN DEPTH INTO WHICH A PERSON IS
REQUIRED TO DESCEND SHALL BE MADE WITHOUT PROPER PERMITS.
4, SOIL BENEATH FOOTINGS AND SLAB SHALL BE COMPACTED PER UBC ( 90% RELATIVE
COMPACTION MIN,)
5. THE MINIMUM BOLTING FOR SILL PLATES TO FOUNDATION ( UNLESS OTHERWISE NOTED)
SHALL BE AS FOLLOWS:
USE 5/8 INCH DIAMETER ANCHOR BOLTSS WITH 7 INCHES MIN, EMBEDMENT IN CONCRETE
SPACING NOT GREATER THAN 4 FEET 0,C NOR FURTHER THAN 12 INCHES FROM CORNER
(MINIMUM TWO BOLTS PER PIECE).
6, SEE FOUNDATION PLAN/SHEAR WALL SCHEDULE TO DETERMINE FURTHER BOLTING REQUIREMENTS,
—WOOD
1, ALL LUMBER USED FOR STRUCTURAL PURPOSES SHALL BE DOUGLAS FIR, SOUTH COAST REGION,
GRADE IN ACCORDANCE WITH THE WEST COAST LUMBER INSPECTION BUREAU,
2. MINIMUM GRADES FOR STRUCTURAL LUMBER SHALL BE AS FOLLOW:
ROOF & FLOOR BEAMS,............. .... __.................NO. 1
ROOF & 'FLOOR JOIST .........................................NO. 2
EXTERIOR WALL STUDS.
LESS THAN 10 FEET IN HEIGHT .................._STUD OR 1\10.3
GREATER THAN 10 FEET.................................NCI, 2
INTERIOR PARTITION STUDS.....................................STD. OR CONSTRUCTION
BLOCKING OR BRIDGING., ........... ....... _ ....... ULTILITY
POSTS & HEADER...................................................NO. 2
3, ALL. SOLE PLATES AND WOOD THAT IS LESS THAN 1-1/2" INCHES CLEAR FROM MASONRY OR
CONCRETE SHALL BE PRESURE TREATED DOUGLAS FIR.
4. WALL, FLOOR AND ROOF FRAMING SHALL BE CONFORM TO CHAPTER 23 OF U,RC.
A.B.
ANCHOR BOLT
EQ,
EQUAL
ADO,
ADJACENT
EXT.
EXTERIOR
PR.
PAIR
&F,F.
ABOVE FINISH FLOOR
E.W.W.M.
ELECTRO WELDED WIRE MESH
PVC,
POLY VINYL
AVG.
AVERAGE
FIN,
FINISH
REINF,
REINFORCING
A.D.A.
AMERICANS WITH DISABILITY ACT
F.F.
FINISH FLOOR
REO'D,
REQUIRED
BD.
BOARD
FIG.
FOOTING
RM.
S.C.
ROOM
SOLID CORE
BLDG,
BUILDING
GA.
GAUGE
SHTHG.
SHEATHING
BLKG,
BLOCKING
G.1,
GALVANIZED
Sim,
SIMILAR
CLG,
CEILING
GL,
CLASS
STL.
STEEL
CLO,
CLOSET
GYP.BD,
GYPSUM. BOARD
SW,
SWITCH
C.L.
CENTER LINF
H.C.
HOLLOW CORE
S.M.S.
SHEET METAL SCREW
CONC.
CONCRETE
HDR.
HEADER
T&B
TOP AND BOTTOM
C.NLU.
CONCRETE MASONRY UNIT
INSUL.
INSULATION
TEMP.GL.
TEMPERED GLASS
C.T.
CERAMIC TILE
INT,
INTERIOR
TYP.
TYPICAL
D.F.
DOUGLAS FIR
MFGR,
MANUFACTURER
V.C.T.
VINYL COMPOSITE TILE
or o
DIAMETER
MIN.
MTL.
MINIMUM
METAL
VEN,
W/
:ER
VENEER
WITH
DIM,
DIMENSION
N.T.S.
NOT TO SCALE
W.C.
WATER CLOSET
DWG,
DRAWING
O.C.
ON CENTER
WD.
WOOD
EA,
EACH
PLAS.
PLASTER
W.H.
WATER HEATER
ELEV.
ELEVATION
PLYWD.
PLYWOOD
WT.
WEIGHT
SHEETINDEX
A 1.0 TITLE SHEET, EXIST. OVERALL SITE PLAN, DEMO FLOOR PLAN
NEW FLOOR PLAN
A 2.0 FOUNDATION PLAN, NEW FRAMING/ROOF PLAN, ELEVATIONS, SECTIONS
A 10 CERTIFICATE OF COMPLIANCE AND DETAILS
VICINITY MAP
PROJECT SITE
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LEGAL DESCRIPTION: TRACT # LOT #
CITY OF SANTA ANA, ORANGE COUNTY
OCCUPANCY: GROUP R-3 , RESIDENTIAL
TYPE OF CONS",r':TYPE V-N, 1 STORY BUILDING
SCOPE OF WORK ADDING NEW 2 BED ROOM AND BATH ROOM 494 sf., PATIO-245 SF,
LOTSIZE 60'-8"x 137'--6"=8341 SQ.F'r
EXIST. HOUSE 1200 SO. FT>
EXIST. 2 GARAGE 400 SO. FT,
EXIST, DRIVEWAY 1000 SQ. FT.
NEW ADDITION 494 SQ, FT.
NEW COVERED PATIO 245 SO. FT
LOT COVERAGE (INCLUDED DRIVEWAY) 3339 : 6789 = 49.1
, V4)1MLf_ NEW Dr-11P0.7Lr_.D ruH r—AIDIINU HOUSE I f UU Sr
-INSTALL NEW ELEC PANEL 200 AMP
&PPLICABLE BURLDING STANDARD
1, 2001 CALIFORNIA CODE ( TILE 24 PART-6) AND THE MORE STRINGENT STANDARDS
MANDATED BY ASSEMBLY BILL 970 WITH AN EFFECT NE DATE OF JUNE 1, 2001.
2. 2001 CALIFORNIA BUILDING CODE (CBC)
3, 2001 CALIFORNIA ELECTRICAL. CODE (CEC)
4, 2001 CALIFORNIA MECHANICAL. CODE (CMC)
5. 2001 CALIFORNIA PLUMBING CODE (CPC)
& SANTA ANA MUNICIPAL CODE (SAMC)
IN
WTI
RE R YAGMi.
tR tE�
_—mamma
494 S.
ADDITION
_-N
r7T, iff TT��,_ 7� gp
(E) FRONT YP
(LANE} SCARE
Nt
tiI
NOTE: BATTERY OPERATED
DETECTORS 0 EXIST, CONS
x I I
SCALE: 118"= V-0`
FAWN `_�)T
SMOKE DETECTOR NOTES
I -- EACH SMOKE DETECTOR SHALL. BE INSTALLED IN EACH SLEEPING AREA
AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA
GIVING ACCESS TO EACH SEPARATE SLEEPING AREA
2- SMOKE DETECTOR SHALL RECEIVE THEIR PRIMARY POWER FROM BUILDING
WIRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND
SHALL BE EQUIPPED W/ BATTERY BACK-UP WIRING SHALL BE PERMANENT,
3-- SMOKE DETECTORS SHALL SOUND IN ALARM AUDIBLE IN ALL SLEEPING
AREAS OF THE DWELLING
4- BATTERY OPERATED SMOKE DETECTORS 0 EXIST. CONSTRUCTION,
NOTES: PROVIDE 20 AMPS DELICATE CIRCUIT 0 BATHROOM
ct The FolloWing Approvals:
Pla ning Department
Firf Department
Pol ce Department
POhe Vvforks Agel-ncy
Grzkmq Perrrnii
Goxtity of Oranice Hee-ifth Department
11
'HA
NEW FLOOR PLAN NOTES
FLOOR PLAN SYMBOLS
EXISTING NR71DONS {SD SMOKE DETECTOR
EXISTING PARTITION (NON BEARING) TO BE REMOVED EXHAUST FAN
NEW PARTITION
EXISTING DOOR
AND FRAME
SECTION
SHEET SECTION MARKER
NEW DOOR AND MARKER
DETAIL CID. . . (SEE DOOR SCHEDULE)
DETAIL MARKER
SHEET # EXISTING WINDOW
ELEV TO REMAIN
ELEVATION MARKER
EXISTING WINDOW
SHEET TO BE REMOVED
EXISTING DOOR EXISTING DOOR
TO BE REMOVED TO REMAIN
1- NEW SINK AND CABINET
2- NEW 30 X 60 BATH TUB
3- NEW TOILET.
4- 24' X 30" ATTIC ACCESS PANEL.
5- NEW 2' X 2' VINYL SLIDING WINDOW-TEMPPERED GLASS
6- NEW 6' X 6'--8` FRENCH DOOR W1 ALUM THRESHOLD
7- NEW 3" CONC. PAVING
8- REMOVE EXIST STUCCO AND REPLACE W1 1LAYER OF
1/2" PLYWOOD W1 8d NAILS 0 6" , 12" O,C
9- REMOVED EXISTING WINDOW AND FILL IN WALL
10- EXISTING HEAT GRILL TO CONNECT TO EXISTING DUCT
11- 2'-6' X 6-8" H.0 DOOR
12- 2' X 6'-8" I -LC DOOR
13- 2'X4' SKYLIGHT BY VEL.UX,ICBO-6075 TEL:'1-800-88.-VELUX" OR
EQUAL PRODUCT SEE DETAIL 3/A1.0
14- EXISTING WALL AND DOOR TO BE DEMOLISHED
15- NEW 04' VINYL SLIDING WINDOW
2x6 WALL FOR
2 X RAFTER
z - X 10 W/
BATT INSUL.
['-T-
r AM
1uv
ELECTRICAL SYMBOL
TV TV OUTLET WALL MOUNTED LIGHT
418 PHONE @ SMOKE DETECTOR
DOUBLE STANDARD OUTLET GF1 GROUND FAULT INTERUIPTER
WALL SWITCH
A- PROVIDE WATER RESISTANT GYPSUM BACKING BOARD AS BASE
FOR TILE OR WALL PANELS FOR TUB OR SHOWER ENCLOSURES
OR WATER CLOSET COMPARTMENT WALLS
B- ANTI SCALDING TUB SHOWER VALVES REQUIRED
ROOM FINISHES
BEDRM & LIVING RM : TILE AND DRYWALL PAINT FLAT TO MATCH EXIST,
BATH ROOM - 4" VINYL TILE & DRYWALL PAINT SEMI GLOSS
ASPHALT SHINGLES ( TYPE.)
METAL FLASHING
T
CAN
22�,
2 X 4
BATT II'
1/7\-2 X 10
1 /9" TYP17" \/, t,,.; I \ e q V r--N L.. L_
SKYLIGHT'S FRAMING DETAIL
2x6 WALL FOR PLUMBING
IS f7l SF. A
LOOM
)A1 E
El
17-270,0
,�t vu
T" f
,Z)
"I , O'n4
2' X 4' SKYLIGHT BY VELUX,
ICBO-6075- TEL., 1800-88
VELUX OR EQUAL PRODUCT
2 X 4 CURB
METAL FLASHING
CANT
ASPHALT SHINGLES ( TYPE.)
1/2 PLYWD. SHEATHING
2X10 RAFTER
2 X 10 BLKG
2 X 10 W1 BATT INSUL.
Design By: Frank V Le
RESTRICTIVE NOTICE
THESE DESIGNS. DRAMNGS &
PFCfFICATION'S ARE THE EXCLUSIVE
PROPER TY OF FRANK LE, AND ALL
INFORMATION SHOMIS
CONFIDENTIAL TO A! LRECIPIEWS
AND NO PART OF THESEDRAMNGS
CAN BE COPIED, TRANSFERRED, OR
REPRUX)CED M THOUT ikRITTEN
CONSENT OF FRANK LE
DA TE: 0411112005
JOB NO.: 111-06
NO. DESCRIPTION IDA TE
TITLE S
0 VERA SI
NEW
AND NO
26s-O"
r r. -I
co
L, J
(E) SIDE
CO C PAVING
NEW 12' 0 WIND TURBINE ATTIC
VENTILATOR-'VcNTAVA1K`--MODEL
ASPHALT SHINGLES MIN, CY0012FB-OR EQUAL PRODUCT REMOVE EXIST, ASPHALT SHINGLES AND
CLASS A TO MATCH EXIST, —16" CIA ' G I LOUVERED INSTALL NEW ASPHALT SHINGLES &A_
CABLE VENT /—NEW ADDITION MIN, CLASS A TO MATCH EYJSI. 2 X RIME BID
CLASS A TO MATCH EXIST.
ASPHkT SHINGLES MIN,
A E
S A T P
5 0
IIA M
A T_ C S
I H GL
2 X RAFTER
4
4
NEW STUCCO-1,
... .... ....... .......
TO MATCH (E)
71 -
NEW 2' X 2' ;LIVING J, NEW It 2' S
WINDOW (TEMPERED) LIDING
WINDOW {TEMPERED)
V
�k
DOOR
STUCCO-
POSY
�k
1�go 4--- NEW FOOTING NEW FOOTING
OVER 6 MIL VISQUEEN L _J) -
----- --- SECTION
OVER COMPACTED, SOILS --
EAST ELEVATION
NEW 12" 0 WIND TURBINE ATTIC,
REMOVE EXISr. ASPHALT SHINGLES AND NEW ADDITION VENTILA7OR-NENTAMA1IC"- MODEL ASPHALT SHINGLES MIN. CLASS A
INSTALL NEW ASPHALT SHINGLES _!!0411!111-OR EQUAL PRODUCT TO MATCH EXISTING
MIN. CLASS A 10 MATCH EXIST,
mix
T
AEB_ �_
EXISTING -
FOUNDATION # 4 DOWEL STUCC . 0
) 5'", TO MATCH
EXIST/ NEW FOUNDATION PLAN LONG AT SLAB (EWINDOW EXIST,
-0" SPACING) (2'
GENERAL NOTES- r
I , WORK !TU7`�-T--COMPLY —WITH —CURRENT UNIFORM BUILDING CODE, NAT1 ELECTRIC CODE, 6. ALL PLUMBING WALLS ARE TO BE FRAMED WITH A MIN, 6" STUDS, C19
UNIFORM PLUMBING CODE, UNIFORM MECHANICAL CODE AND CITY STANDARD SOUTH ELEVATION c)
2, ALL MATERIAL AND FIXTURES ARE TO HAVE APPROVAL FROM APPROVED TESTING AGENCY 7, DOUBLE WALLS USED AS PL,UMBING WALLS ARE TO BE MIN. OF 8" WIDE
A -NEW, 12' -WIND TURBINE ATTIC NEW ADDITION
3, ROOFING MATERIALS TO BE" CLASS B" MIN, MINIMUM ROOF PITCH IS 1/2" PER FOOT, AND NO "FLAT" STUDS PERMITTED. STAGGERED STUDS ARE ACCEPTABLE. ASPKALT SINGLES MIN CLASS A VENT LATOIR�VENIAMATIC"-MOOEL REMOVE EXIST. ASPHALT SHINGLES AND
To mkfr� EXISTING CX0012EB-OR EQUAL PRODUCT
Z_ INSTALL NEW ASPHALT SHIWLES
4. It -UMBER: MIN. CLASS A TO MATCH EXIST. C6
A. USE DOUGLAS FIR CONSTRUCTION (37RADE # 1 FOR 6Xd AND LARGER, D.F. GRADE 8. PERMISSIBLE NOTCHING AND BORING OF JOISTS ARE TO BE SHOWN ON
THE PLANS AND SHALL NOT EXCEED CBC SEC. 2320.8,3 ALLOWANCE.
# 2 FOR ALL 4Xd AND SMALLER,
B. ALL LUMBER IN CONTACT WITH CONCRETE' OR MASONRY SHALL BE PRESSURE- 9, NOTCHING OF EXTERIOR AND BEARING/NON BEARING WALL SHALL NOT
TREATED OR WOOD RESISTANT TO DECAY, EXCEED 25%/40 % RESPECTIVELY. BORED HOLES IN BEARING/NON BEARING co
C. RAFTER 'TIES 4'e-O" O.0 ARE, REQUIRED IMMEDIATELY ABOVE CEILING JOISTS WHEN WALLS SHALL NOT EXCEED 40 %/60 % RESPECTIVELY. IN NO CASE SHALL
,ALLE'L CEILING JOIST, co
i.
RAFTER DO NOT PAP THE EDGE OF THE BORED HOLE BE NEARER THAN INCH TO THE EDGE OF
THE STUD, ( 2320.11.9 AND 2320�11.10)
D. PLYWD EDGES AT SUB FLOOR SHALL HAVE TONGUE AND GROOVE OR SOLID -
STUCCO 4.4
cQ
BLOCKING AT EDGES, 10, HEADER AND TRIMER DETAILS OF DOORS AND WINDOWS ARE 'TO BE SHOWN
(E) (E) 4'.4'
WINDOW "NDOW NDOW
EXIST. Q.
5. LIGHT AND VENTILATION: WITH FULL LENGTH TRIMERS, SPECIFYING 'THE SIZE OF HEADER AND TRIMER. TO mArcA :,
A, ROOMS USED FOR LIVING, SLEEPING, EATING OR COOKING SHALL BE PROVIDED (2320,11 .6) Wx 6'-,r SLD'C 6
WITH NATURAL LIGHT EQUAL TO ONE -TENTH OF THE FLOOR AREA WITH A MIN,10 SF, DOOR ALUM
THRES LD
B. ROOMS USED FOR LIVING, SLEEPING, EATING OR COOKING SHALL BE PROVIDED WITH 11 ALL STUD BEARING WALLS ARE REQUIRED TO COMPLY WITH THE MINIMUM
REQUIREMENTS FOR LOAD BEARING WALLS, SHOWN LOCATION(S) AND PROVIDE
NATURAL VENTILATION EQUAL TO ONE TWENTIETH OF THE FLOOR AREA, 5 SF. MIN.
TYPICAL CONSTRUCTION DETAILS.
m fi;
C. BATH ROOMS, LAUNDRY AND SIMILAR ROOMS SHALL HAVE NATURAL VENTILATION NOT -----------
LESS THAN 1/20 OF THE FLOOR AREA OR 1:5 SF, MIN., OR PROVIDE MECHANICAL NOTE-, OTHER METHODS MAY BE USED PROVIDED A SATISFACTORY ENGINEERING
VENTILATION WITH A MIN, OF 5 AIR CHANGES PER HOUR. AND /OR ARCHITECTURAL DESIGN IS SUBMITTED
NORTH ELEVATION
1/2. TYPE 24' X 36'
V DRYWALL ^ 2 X CEILING JOIST W/ ATTIC PANEL
IT-" BATT INSUL,
-R-13 BATT INSUL, ElAll INSUL,
1/2- TYPV X- DRYWALL
CONCRETE $LAD
j 38 _;;;;
2 INz— F'
4x12 DFL
A L�o
(z) x
x
WAtC�E
(17)_4x1j
13'--0" Fv? woop W/e4
4 101AT
of P,4LL�
FL) C
z _\1
A
4x4 HDR. 4x4 HDR,
lot. MATERIAL SPECIFICATION
1. CONCRETE STRENGTH SHALL BE MIN, 2500 PSI IN 28 DAYS, ASPHALT SHINGLES CLASS A Mft
2. REINFORCING STEEL SHALL BE MIN. ASTM A 615 GRADE 40.
�4x,4 HDR 4x4 HDR. 4x4 HDR. EAVE VENT 1 NO TRENCHES ON EXCAVATION 5 FEET OR MORE IN DEPTH INTO WHICH A PERSON IS 2 X BLOCKING
REQUIRED TO DESCEND SHALL BE MADE WITHOUT PROPER PERMITS.
NEW CONFORMING BUILT UP ROOFING ------ EAVE VENT
4� SOIL BENEATH FOOTINGS AND SLAB SHALL BE COMPACTED PER UBC 90% RELATIVE AND 1/2" PLYWOOD SHEATHING W/8d NAILS
. .... NEW 2 X 8 LEDGER
13 COMPACTION MIN.) SPACED AT 6" O.0 ALONG THE EDGES &
2X6 R,R X 5. THE MINIMUM BOLTING FOR SILL PLATES TO FOUNDATION UNLESS OTHERWISE: NOTED) AT 12" O,C FOR THE REST OF THE ROOF 2 f�. R
— _ _ 11" _ f " 0 5" LONG LAG
9 16 O'C� @ 16 O.C. ........ SHALL BE AS FOLLOWS: i 'N-8CREWS INTO STUD
USE 5/8 INCH DIAMETER ANCHOR BOLTSS WITH 7 INCHES MIN, EMBEDMENT IN CONCRETE
2 X BLOCKING 3 0 16 O.c
SLOPE x < SLOPE SPACING NOT GREATER THAN 4 FEET 0,C NOR FURTHER THAN 12 INCHES FROM CORNER 7
_4. 27 (MIN FLASH OVER--\.
(MINIMUM TWO BOLTS PER PIECE). FASCIA LAP
6. SEE FOUNDATION PLAN/SHEAR WALL SCHEDULE TO DETERMINE FURTHER BOLTING REQUIREMENTS, BN
LAJ FLASHING W/
Of SN
z UNDERLAYMENT
ATTIC
ACCESS PANEL
0
/Z
3 0 20 GA,
2 X BLK'G (TYP.)---,
GI, HALF ROUND
X NAILING SCHEDULE: GUTTER TO PAINT "-.-,-NEW 2 X 6 ROOF JOIST
2 X 6 FACIA
@ 16 O,C,
COMMON OR BOX NAILS MAY BE USED EXCEPT WHERE OTHERWISE STATED. SIMPSON A35 @ 16 O.0
4 X8 WOOD BEAM
1. JOISTS TO SILL OR GIRDER, TOENAIL:, ...... ......... ...... _3-8d
SIMP. LU528 HANGER
----13T. 6236 @ 2. BRIDGING TO JOIST, TOENAIL. EACH END: .... .......... ...... 2-8d 2- 5/8" 0 THROUGH BOLTS- OR SIMILAR PRODUCT
TOP PLATE 3. SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL: ... _16d @ 16"O.0
-H _DR. SIMPSON CC44 OR
4x6 HDRb4
SOLE PLATE TO JOIST OR BLOCKING AT BRACED: EQUAL PRODUCT 2X4 STUD (TYR)
UO WALL PANELS:_ .................. ___3-1 d PER 16"
0
4:12 SLOPE 4. TOP PLATE TO STUD, END NAIL: .... ....... ........ .......... 216d 4--
4�0� -T -, 1 4 X 6 WOOD COLUMN T` T2
� 3 � 5. STUD TO SOLE PLATE: .. ..,.,4--8d TOENAIL, OR 2-16d AND NAIL 2- 5/8" 0 THROUGH BOLTS
-7 6. DOUBLE STUDS FACE NAII-:..,,,,. ... ___ .... ... ...... __16d 0 24"OC
7, DOUBLE TOP PLATES, FACE NAIL -________ ..... .16d @ 16"O,C SIMPSON CB44 OR 1 STAND OFF
a RI
DOUBLE TOP PLATES, LAP SPLICE_ ... __ ........ ...... 8--16d EQUAL PRODUCT
11 If 8, RIM JOIST TO TOP PLATE, TOE NAIL....,.___ ...... __-8d @ 6"O.0 8" EMBEDMENT
9. CEILING JOIST TO PLATE, TOE NAIL.....,_... ........ ___.3-8d
CEILING JOIST, LAP OVER WALL, FACE NAIL,,.,,,. ....... 316d 'It [I
6
4�1 CEILING JOIST TO PARALLEL RAFTER, FACE NAIL_ .........%:'o
10. CONTINOUS HEADER TO STUD, TOE NAIL%__...... ....... __-4-8d If 11
0
uj I-
11. RAFTER TO PLATE, TOE NAIL:___._ ....... ......... ...... __3-8d L
Ly 01 12, 1" BRACE TO EACH STUD & PLATE, FACE NAIL_._,._.,2--8d
4x4 HDR.
11 WOOD STRUCTURAL PANELS & PARTICLE BOARD SUB FLOOR, ROOF AND WALL.
SHEATHING ( TO FRAMING)*, FIBER BOARD SHEATHING**,
1/2" AND LESS:,..,6d COMMON OR DEFORM SHANK.
3/4 ............ .80 COMMON OR 6d DEFORM SHANK, V-6" SDI.
...... 8d COMMON OR DEFORM SHANK.
1 ,_.1 /4 ... .10d COMMON OR 8d DEFORM SHANK.
- (ADD) NAILS FOR WALL SHEATHING MAY BE COMMON, BOX OR CASING.
NAILS SPACED 3" O.0 AT EDGES AND 6" O,C AT INTERMEDIATE S
NEW FRAMING PLAN AND ROOF PLAN COMMON NAILS ONLY TUPPORTS PATIO DETAIL
1/17 1
-SCALE: 114"= 1�'
ST, 6236 @
TOP PLATE
I
12
4
n07
b ?,001
A
-2 X 8 CEILING JST
W - R30 MATT.
INSUL.
-.-SIMPSON A35 0
24 O.0
1/2" TYPE "X"
DRYWALL,
NOTES:
A.BASEPLY SHALL BE FASTENED,
SOLIDLY CEMENTED, OR SPOT
MOPPED PER TABLE 15-E
B. SUCCESSIVE LAYERS SHALL BE
SOLIDLY CEMENTED TOGETHER
AND TO THE BASE LAYER USING THE
ADHESIVE RATES IN TABLE 15F.
C. IN ADDITION TO CEMENTING THE
LAYER TOGETHER, AGGREGATE
SURFACED ROOFS SLOPING MORE
THAN 1: 12 AND SMOOTH SURFACED
OR CAP SHEET ROOFS SLOPING
MORE THAN 2:12 REQUIRED
MECHANICAL FASTENERS
D, THE USE OF CEMENTING MATERIALS
4 X 8 HEADER
SHALL BE LIMITED TO ROOFS WITH
MAXIMUM SLOPES AS SPECIFIED IN
TABLE 15G
SIMPSON CC46 OR
EQUAL
PRODUCT WITH 4-
5/8"0
THROUGH BOLTS
9 X 4 KNEE BRACE WITH
5-16d NAIL EACH
END
4 X 4 WOOD POST
Design By Frank V. Le
RESTRICTIVE NOTICE
THESE VESIGNS, DRAWINGS &
'PECIFICAT TIONSARE T14EEXCI-USIVE
PROPERTY OF FRANK LE. AND ALL
INFORMATION SHO"Al IS
CONFIDENTIAL TO ALL RECIPIEN TS
AND NO PART OF THESE C)RAMNGS
CAN BE COPIED, rRANISPERRED, OR
REPRODUCED 04 THOU T 11MITTEN
CONSENT OF FRANK LE
E
DRILL 9/16" MIN. # A. DOWEL 24" O�C,
0 HOLE FILL. W1
EPDXY GROUT & V MANDA'rO]IYM.E,ASURESC,IILCKI,'IST:RESI'DENTIAL (Plige2ol`2) MF4111
INSERT DOWEL
ALTERNATE: USE
blole: 1. owriso reside irtial bi i i Idi i igs sabi cc t to the Sla irda rds Ill list coil tra 11 these I nen'stacs, regardless of tile com 0 iatice approach owd.
1/2" REHEADS arked vvith ill am may be sriparseded by an-tre stringent compliance reittaw-merns listed on the Certificate of
Itorits, rim QrisL
& THRD'D ROD Complillince. Whom this, dmAdist is incorporatcd into the pertnit dootarierns, the featmrc�,noicd �Jrall becorisidered by all patfwsas
V, alions for the mandatory meastires 1xbother Iltev are shoe,"a clsewhere in the docirmcirts
ITIM111111111 Component per rimance specifiv
or oil this cheeklist naly�
2 NO SPECIAL INSPECTION
IS REQUIRED FOR histructioas: Check or initial applicable boxes when completed or eatcr N/A if not applicable,
EXISTING FOOTING', NEW FOOTING_
EPDXY IN THIS — - — - --
APPLICATION DESCRIP'.140N DESIGNER ENFORCEMENT
AT SLABS
REBAR DOWELS SAME SIZE
& SPACING AS- FOOTING Space Coladifiwdn,gl Aklater fleating wild PI"fuNng
'14,1 50(m): Dub kind Falls
DRILL SLANT I All ducLs and plemcuirs immalled, ,walcd, and inswlatcd to rm�,,�t flw r(�quirerrwntofths 1998 QV �,'eaintls ('01,
HOLES 1/ 16" 601� 604. �ml Stgndard 6-3� ducts io�wlai�,,lj toaminn-num imigilcd (&R-4,�' or ellclosml crifilOy in
OVER DIA, OF collditioned space. Openings ,�'ball he sealed with mastrc� aero.sol or
'I T ffircartic or tape is usal if, m:al
BAR FILL W/ that mcct�� the applicrbic r,,-qr6rQmc;tjt,,l oft' T 1 �1, U -, i8l A, or llff, 18 11i.
C, gremerthan 1A mch, the and ej;N�,r mel,;hoT trpo �;!,Wl be ciged, [wilding
crvifie:� fiall not be uned for comvVi C, wrcjitlml�d air, Juing,�,,mdscswls ofducl systerns and tbeir
in
EPOSY GROUT con')Ponvigslibell not bc zw�rled with �;Jotfi brick lubber ldhcsi've duct Up�,s lrrlm�i �,uch tiap(', is� tigcj in
coolbirotion Nvilli nw�gw 'ind
2. Building ,�cipp,,ut phltfbrfo�, fbr air 11,1rid1cm, gild plenurwi del"hwd or will) maielials
othei thwi cealed shuct mouall, dw board or duct Acill oot be ils(,.Lt fiv com oving, conditio-'ro-1
air Building eavitio�s and suptio, t phitrornig may conlain, clucls, Duct"i irusliffled in cavitio-, and flupIxg-L so#*
riaaormf4 shall not. bQ cwrllsrv�escd to caww mductiqm ill the crosfi-sect'J'onril arar offt: dm'ls,
3, Joints aj,�d M'dticA �,�ystorw, and their comronots �hfll not be s0alvd lvith cloth rubbe",
EXISTING FOOTI NEW FOOTING adhesive duct lapes unlc��s 'mch l"I"C is used in combi nation with martic and drimbatids,
ATFOOTING zi� Exhaust &'m hava b;wk dnaft or gutomrijo drillpQrs
(;rviry serving c,*nd43onvd q),,wo liive, either attiolivitic or rmlil,
DOWELS govoisib1c,
6, Protection offilsulatiom qhg1l, be prow-tod from datte) including, that ricte to sonfight,
twwikm�, cquipment mamienanw. gild wiud but not liplited to tile, fbflovimg. 1-mulaorill cxposed to
wVather "'hall fre out�gvir refvice proiected by Atirninum), �41(�d metll, raint,0 0anvils,
or pinsti�-, cim"i, 1"01141w, 1��am jm�ot��i ' ion �hafl I- protected w,, above cg, prieled with ,i coating aii i�,
"ater rotardant and pnwidos fr�wrl sok;r0radigtion thm can crusc, degrgdalion nirt'rial,
5,1114: 'Pool gud Spa lieatim� Systelmc,, and I.,,quipmeni,
1. Nystml i" "cirititx"I 781N thoraini dfictmcy� on-oll'switch, no
electric nnistance h,,.un,; apd no pflot light,
PLYWD, SHT'G PER PLAN� X 4 FLAT CONT, 2 NIA
a, A, iolst 36" cfpoc bf.tweal fill""r gild Nsit'T firr futur" molarfrealing
32" 0,C 1), ("'ovc-r i'c"Tol'adnot ipool�', ormitdoor splis''
R�J OR RR PER PLAN LET -IN 2 X 4 Pool has directional injos crid, g circutgnorr rilmip urnc �,,ivileE
BN�
hgve no
i 15� (3,s; fil%,d centiAl fucnrcice�;, Pool spa hcaters r, lrolrl,�hoki 000kirwi ov
",onlinuousty burning. pilot irght (totcelMion: Non-eW'ctricat cook-ing appfigncc�� with pilot 00114a'hr)
2 - 1 6d tj 118 (1): C.""11 Rool"matcy i�ll lnect spe,�'ifjxl criteria
2 - 1 6d
2 X BARAGE
N lAg1kiting Allvasures:
2X BLK'G 0 48" O.0
2 - 2 X 4 TOP PLATE §jYXIk)l � Lwl)ilclire, for gynerri lighlin", ill kitchcris drall ha,o tgrqx-, �vjth an officacy ot'40 lrimcns�
FIRST BAY ONLY fs, Frerfer to., g'�nnral lighling 13) kitchvts `Ibi.q genigal lighting bc conlrolled by a s,,vitc4ron -mcgdik
%000
ac,=4,��ble fighfinq control pwnel al ae mrmiee, to thkt� kitcheal,
FINISH
2X BLWG W/16d 0 8" PER PLAN !30(k)2.� Roorns with �i :41*lwer or bgthttri anrit ))live either at lew;t oriv, with Ignilm with gn
O.0 ALT: USE SIMP� of,40 �v glcatc.r �ovjtchcd at th��, mranoc to th,� wom or ont ofthe akcivatives, ti, lills
A35 0 24" O.C' rilowxi ill § 0(gk�2 andl incarl(k,""ecm mccs'.'ed ceiling finwres gro K' 0nulation cover) %00
SHEAR TRANSFER (TYP.) Compliance Forms August 200.1 A-6
2X6 DF#2 ROOF RAFTER 0 16" O�C
PLYWD
A35 0 16 0,C-,
SHEATHING
2X RIDGE BOA
1/2" PLYWOOD SHEATHING W/8d
< RD
ST2215 0 48" O.0 IN LIEU NAILS SPACED AT 6" O.0 ALONG
OF 2 X 4 COLAR TIES
THE EDGES & AT 12" O�C FOR
12 THE REST OF THE ROOF 2X BLOCKING——'
0 48" O,C AT 2-2X4
41 FIRST BAY TOP PLATE
2 X COLAR TIES @ Fv/'
48" 0.0 2X4 TIES @ 48"
O.0 W/5-16d SLEEPER
NAILS EA. END 2X4 @
Y2" PLYWD i r,- o. C BEYOND
SHEATHING lop
2 X RIDGE BD
2X4 W1 16d
0 16" O�c 12
�2 X ROOF RAFTER 4 L---" 1�
�3- 16 d TYP.
9, oo
tn '12
COMPO SHINGLES AND PIYWD A 3-
C111 SHEATHING TO MATCH EXIS"'TING 4
5- 1 6d
L
. . . . . . . . . .
N
PROVIDE 2 X BLOCKING
BETWEEN ROOF JOIST
NEW 2X8 CEILING
�E 2 X 8 CEILING JST
JOIST @ 16" O�C
EAVE VENT�
V,
+
2 X 4 DOUBLE TOP PLATE Y2" PLYWOOD SHEATHING,1-1111�,
1/2" TYPE "X" DRYWALL
0
2X4 STUD (TYP,)
< E N EN-
0),
C� A 35 C0 16" O,C
NEW EXISTING
< B X CEILING jOIST
7Z 2
< W1 R-30 BATT, INSUL.
< V-6` TO MATCH EXISTING
I,- -R
z- 2X DOUBLE TOP PLATE HEADE
< INSUL 'M
PROVIDE 2 X FASCIA 4X FOR 2X4 STUD WAL L
-1/2" DRYWALL CRIPPLE STUDS SAME WIDTH 6X FOR 2X6 STUD WAL
2X4 STUDS 0 16" D�C, X AS WALL STUDS @ 16" 0 C 8X FOR 2X8 STUD WALL
(TYP�)
METAL FRAMING 4-2 d TyP.BOTtI ENDS
3-BATT. INSUL
7/8" STUCCO OVER PAPER CLIPS FOR OPENING ------
T- T T 'T
-2" WOOD BASE
BACKED METAL LATH 6'-0` AND OVER
SIMPSON A35, TYP,
2 X 4 STUD @ 16" O,C
AND
2 X 4 P, T SILL PLATE UNDER LAYMENT 2X STUDS
0 16" 0,C, TYP.
DOUBLE STUD,
L STUCCO WEEP SCREED
10 WIREMESH BOTTOM SILL PLAT E
DOUBLE STUD TO AT WINDOW OPENINGS V
'A
5/8" X 10" A.B @ 7" SILL PLATC SAME
Li
EMBEDED @ 12" EA, END WIDTH AS WALL
STUD
W1 2"X2" X 3/16 WASHER \,.,--FIRE BLOCKING
10011M i I i FRAMING CLIP
CRIPPLE STUDS-,-
SIMPSON A34
X
. . . ..... AT 16" O.C,
2" SAND FILL
< I
R N,G
0
F.G 0 W/ 6 MIL
0 VISQUEEN
TYP�
< PRESSURE TREATED 2X 6" - UP TO 4'-Ol' 2X R.T, SILL, PLATE
# 4 REBAR T&B PLATE, ANCHORED TO EXISTING 8" - 4'- 1 " TO 6"-0::
SLAB WITH 5/320 SHOT PIN d �-- 10" - C-l" TO F3'-O
-2) 32" C, PER ICBO #1290
C'� UNLESS NOTED OTHERWISE ON DETAILS
N G-
Y
\A
E
03 EXT. FOOTING@ WALL (TYP.) 05 WALL FRAMING (TYP.)
0 -IT2f - = I �-O
LD
CER11FICATE OF COMPLIANCE- RESIDENTIAL (Page 3 of 3) CF-1.11
PrqjOCIT'itle NewAddition Date 04/10/2005
COMPLIANCE ST ATEMENT
This cortificatc of compliatico lists the building.f.eatures and performance specifications needed to conifily with
l'itle 24, Parbs I and 6 of the California Code of Regulations. and the adminigtrative regulations to implement
them. This cortificate has been signed by the individual with overall design responsibility, Whert this conificale
ofcompliance issubmitted forti single building plan to be bailt in multiple oriontationst any shading fbature, that
is varied is indicated In the Special Fcatures[Reniarks section, The undersigned recognizv that compliance using
duct scaling and TXVs requires installcy tow.ng and certification mid field verification by an approved TJF,.RS
rater,
Designer or Owner (per Business arld.prof6ssions Code) Documentation Author
Name: Name:
'ritle/Firm: Title/Finn:
Address: Address:
'A
Telephone� Telephone:
Lic� il: Fax:
04/1,0/2005 04/1,0/2,005
(signatiare) 'Date) (signature) (Date)
f,'oforce,inent Agency
HE
Title: F
Agency: R 0 1 -o4.275
Telephone:
(signature /starnp) (date)
Compliance Forms, August 2001 A-4
M,ANDATORYM.FIASIJ.R'P,SCI-IECK.[,].ST-..RES",tDr,,NTIAL, wagejiw2) MF4 R
Note:
Items marked lvith an asterisk (*) tiwy be suporwded by more stringent orlintiliallec req"irelyrents lis�lcd car the ccrtificate of
Compliance, When this checklist is, incorporated into, tile permit dootimerifis, the features riotedshall be, ocirisiderud by all porfics as,
minnama comporical Pe tfot ma lice specificalionst"or the mandatory tncasures whellier they am shown etsewlwre 4l �bc docurricol"
or cco this cheddist only.
instructions: Check or initial applicable boxes when completed or enter N/A it'not applicable.
DESCRIPTION DESIGNEl[k ENF0R,CFjME'NT
§1 50(a): Minimum R-1 9 c6ling in"alkitilm
§ I 50(b): 1,owQ fill inrOation labeled 1?-Wm.,�
R-13 "vall insulation in wood f"n'll-nixi w-kills or Oquivalcra li-Factor in metal ffiatic w"111,;
(does not apply to exterior mas,�s wallo.
I 50(cri� \li)l imarn R- 13 raised floor imiulatiom ill trained floors.
1 50d): Slidictigo iivukilioll - watcr ab'5orption rate no fjonter Man walor vapor trawmiii;s4m raic no
g, �owr than '2.0 perinihich,
§1 M insulation spocificki or inlaallcti arccq�, insulation tpullity sratldards� indicate tyl)c andlorrcl� BAT"I',
116-17: T.eirostration ProdrAws, Ertcrior Doors, raid Controls
I � Door,,, and -windows firetwulai conditioned and anocladitioncd %piws dcslipmed to lanit, air lc;likaeo�
1 Feriwaration products (t�,xoopl have liibQl will) ourtified UTactol% cortified Sohirfleat NO#
Gain Coeffk�icllt (SHGC)� nod infiltration cen-fifloation.
3 V'Xtcrior doors and windows vwatberstripp;jd� alljoints And pQmttalions caullexii and ,'calQd.
1 50(g): Vapor barriers in andatory in Climate /wtot,, 14 and 16 only
§ 15 ti(f): Spccial in filtrati on barrier insta tied to c;omp IN, with 1, 51 racots Conan irsion quality manchirds ,
§150(�)): Deeoratrvc, (las Appliarlc<�t; and (iw" Logs,
I � Malmonry and Eactory-built firvpJaces havo:
ir, Closcable inctril or ghisg door
1). Outside air intake witit datopor and contrvil
c� Him clairtivr and oornrol
2, No coatinuom burning rya,� pilot tighb� allowed,
spacie Conditioning, w4ter negfing villd plumbing System melvollre"i:
10-§ 1 13� 1 IVAC aqtl ilwicat, water 110"'ara-s" shovvcrhea&,� and faucel'; cortirwd by tile commililion,
I 50(h): Healitig and/Or000ling loads calculated in accordlolec with ASI MAE, �SVACNIA or At",C.,V
�l 50(i)- Solbauk theralogiat oa all appficablQ healiag anctlor cooling "y'llealls. %001
811 50(j): Pilrg raid tank ingulation
I � Storagc gas, Water bentor," raw'd with all Fmcrgy Factor less than 0�58 illmit be oxternally wrapped with
inwlation, boving art ingtslIvIl thcrival of t11 2 or gmalm
2", First 5 of pipes clow�o lo wator bcatcr nmL. syiitoms,� instilatcd (R-4 or grcalcr)
3. Back-ap tanks, for �,,ohlr �,,yAerlx� anirred storagv ranks, or other hidirect hot water taalkq blovo R-1 2
VmCrallt io�ulalion or R-16 combirrod intermAe"'domal ill's 11lation
4� All buried or cxposod piping inimlaw'd in rkwiroulatill"t wction.�, ofhot watol systomm
Coolitw �ystem piping bQkm 55" F in-solatc(L
6, Piping insulated betwetm, licatiug rource and indirect hot water lank.
Compliance Fornis August 2001 A-5
CERTIFICATE OF COMPLIANCE- RESIDEN,ml, (Page I of 3) C&IR,
New Addifion. 04/10/2005
Project 'Titte Date
-----jA0Q4-1E` Buildirre, Permit "i
pro�jcot Address Frank V. Le 714-724-3028 T, I., nc z -L1 7 5711 —V"—,
Telephone
.1tion Author
Pack
Compliairex Method (Package or Corriptftr) Climate Zone FInforcomant Atleacy IJ,;Q Only
GENERAL INFORMAT10N
o1al Conditioned Floor Afea 2 Average Ceffing Fleigb(: ft
ConditionedShrib Floor Area ft
BuildingTypc:
single Taniif� 00 AdIfition
. --%,o-
(check onl;� or Multi -Family
I`rcmit (',hientatiow Or-, North/Sortth/Fast fit All ()riciltatiom,,
(iriput firotit ill degrevs fronj'frue North and oirole, oric)
Number of Swrics L
Number of T)vvelling Units: I
F 1 o o r Constru 0 doll , Fy Pogg-. 10or (c irelc on V or b 0111)
RADIANI'BA.RRIER (re� s 2- L 8- LS) Required tor this submittal 110
in climate zone,__ es
B'UIL.D,tNG,ENVELOP.r4�-INStJ.L,ATI,ON I
ylalI
filuwIll
FENES'FRATION
Olazing % = U sq. A,/ 404stl� ft, �14,6 % < 20 % - (,-)K
Compliance Forms August 2001 A-2
CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 2 of 3) CF - I R
Prqjcct'l'itic New Addition
Date
04/10/200.5
jf"�ACS)LSII�', S
Note: Input hydronic or combined bydro.itic data under Water 11cating Systems, except Designt-Icating,
Load,
Distribution
Heating EquipmCnit minirlium "rypeand Duct or
fleat pullip
Type (f:urnaco� heat Efficiency Location Piping
Thermostat
Configuration
Pump, elej (AFOY, or HS11F) (dnetg,attic� etc,) R.-Value
Type
(spid of' package)
(E),RA,U 78% DUCT/ATTIC R 41
SEI'BACK
N/A
Cooling Equipment mutinium Duct
Hcat Pump
,rvpc (air wnditioner, Efficiency Location Duct
1"hermostat
Configuration
hear Primp, evap. Cooling) (SI;IER) (atlic, c1c.) R-Value
Type
(split or package)
SE"AUD DIV117S and 1'XVs, (or Alternative Measures)
VAC"'lled 1-14(As (all elinide zonu,")
(111litallQr to�timj aml ok!rlificatiOn lnid ffl-Rr, rater 110d vc6ficatiort roquir�,d)
%hA,'XVs, readily accessiblo (clivigatc v.onc� 2 and 8-15 rall.v)
(Jnlitallk�r 11CAtiTIA kind Ciatification and l0fl6 Rater or field vorification roquirod.)
Ej Refrigerant Churge/Air I"low(chinale, zones 2 and 8-1.5 only)
(Installer losfing lind cortifk%ition mid TIERS Riftror ficld v(�tifjoation requio;d)
OR
fhAAllerriative to Scaled Ducts and'FXVs (see Ilaokagc Cor D Altemative IlackitpFeature's
lbr J."roject Climate Zone)
("limate zorle Window SlKiC window 0-Factor
11cating
8 0,35 0,40
'N/A
78No
WATER HEMING SYSTEMS
Energy
External
Rated Tant'. Factor or
1�arik
Water 1.4cater Distribution Number Juput (k-.w Capacity Recovery Standby
Insulation
ry PC 'rype in System (it Brul"br) (gallons) Efficioncy Loss (%;)
g
R-Value
S040 STD 1 40.000 40 0,53 2%
R- 12
J, Formal) ga�, storal?t water fileaters (rated illinit.", of lljm; than or equal to 757000 elcitrio, rc�itiMnot�� xid heat pUrnp Watel'bomlcm, fist Energy
Vactor, For Igrge gwas gAtirage water hwatcrs (rarod input of grvator than 75,000 BAWhir), lirt Rawd lninft� kwovcq F"Irwieliq ��wd Standby 1101;111�
For iltr4ant'anuouy, gar 'A alu boatom liql ratc(l intilit and rwivcry fAT1Qiw6Qs,,
SPECIAL FEA1'URE,S (add extra slulets if twoossaty ). Package C and D: TXVs, Sealed Ducts, Radiant
Sarriers (see installation requirements for radiant barriers in Section. 8. 13 of the 2001 Residential Manual).
Package C- thermal mass (0-1crillid mass typo, covet:418, tinickness, ati,(j description'i
P
Radiant Barrier
Compliance Forms August 200 1.
A-3
UL
De,,qign By., Frank V Le
RESTRICTIVE'NOTICE
r "WE
'PECIF -XC,
"ICA T/ ONS AWF THE rXC ill
PROPERTY OF rRANKLE ANO ALL
INPORMATIONSHOWN IS
CONPIDENTIAL TO ALL RE CIPIENTS
AND NO PART OF THESE DRAWINGS
CAN PE' COP'IFL), TRANSFERRU), <,tR
REPRODUCED V14THOUT WRj71r1rf.,.1N