HomeMy WebLinkAbout10147569.pdfCERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page I of 3) CF-IR
V11 I A1r2 r-M--. 1-- r--
7 1 ��, 4 -
Project Address
Aj It
D mentation Author Telephone
ege 4!5;�
Compliance Method (Package or Computer) Climate Zone
Building Permit 11
Plan Check I Date
Field Check / Date
EntorcementApen
GENERAL INFORMATION 92 %ZV
Total Condition Floor Area ft� Average Ceiling Height: jzt ft
Conditioned S - door Area All.ftz
Building Type: Single Family
& Addition
(check one or more) Multi -Family __ Existing -Plus -Addition
Front Orientation: North (South !Eastest /. All Orientations
i (input front orientation inO, F,om'rruc North and circle one)
Number of Stories
Number of Dwelling Units: I
Floor Construction Type: SlabwisedIrcle one or both)
RADIANT BARRIER (required in climate zones 2, 4, 8-15) Required for this submittals I's __no
BUILDING ENVELOPE INSI)LATION
Conaporient
Type
Frame Type
wd = wood
A = steel
Cavity
Insulation
R-Value
Sheathing
Insulation
R-Value
Total R-
Value'
Assembly
U-Factor'
Location/Commems
(attic, garage, typical, etc.)
W.
Wall
Wall
Roof
Roof
Floor
owit
Floor
-Slab -Edge
insulation requirements for the Prescriptive
FENESTRATION
Fenestration
Front
orien-
tatio9
Area
Fenestration
V-Factor
I
Fenestration
S14GC
Exterior
Shading_Att.
Overhangs/
Fins
-
Front
Left
Left
Rear
Rear
Right
Right
'CO_Mpllari_ce -Forms- --Ku-gust �2001
A-2
CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 2 of 3)
CF-IR
:?2-1-
Pr •eet Title
Date -
RVAC SYSTEMS,
Note: Input hydronic or combined
hydronic data under Water Heating Systems,except, Design Beating Load.
Distribution
Heating Equipment
Minimum
Type and
Duct or
Heat Pump
Type (furnace, heat
Efficiency
Location
Piping
Thermostat
Configuration
0!! pump, etc.)
(AFUE or HSPF)
(ducts, attic, etc.)
R-Value
Type
(split or package)
,tom
6
I;UCT
.4. 7-
c5v
Cooling Equipment
Minimum
Duct
Heat Pump
Type (air conditioner,
Efficiency
Location
Duct
Thermostat
Configuration
ha 3 pump, evaR. cooling)
(SEER)
(attic, etc.)
R-Value
Type
(split or package)
- I .
la
4.2
_1r7A*t&4Cf I 1151f"I_ -
SEALED DUCTS and TXVs for Alternative Measured
0 Scaled Ducts (all climate zones)
(Installer testing and certification and HERS rater field verification required)
El TXVs, readily accessible (climate zones 2and 8-15 only)
(Installer testing and certification and HERS Rater or field verification required)
El Refrigerant Charge/Air Flow (climate zones 2 and 8-15 only)
(Installer testing and certification and HERS Rater or field verification required)
OR
Alternative to Se'aled Ducts and TXVs (see Package C or D Alternative Package Features for Project Climate Zone)
Climate Zone Window SACC Window U-Factor SEER Heating
a8
WATER HEATING SYSTEMS
Energy, External
Rated' Tank Factor or Tank
Water Heater Distribution Number Input (kw Capacity Recovery Standby' Insulation
in System or Stulhr) It ) Efficienev Loss (%) R-Value
1. For small gas storage water heaters (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance, and heat pump water heaters, list Energy
Factor. For large gas storage water heaters (rated input ot'greater than 75,000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss.
For instantaneous gas water heaters, list rated input and recovery efficiencies,
SPECIAL FEATURES (add extra sheets if necessary). Package C and D: TXVs, Sealed Ducts, Radiant
Barriers (see installation requirements for radiant barriers in Section S. 13 of the 2001 Residential Manual).
Package C: thermal mass (thermal mass type, covering, thickness, and description).
0 AU- N&V W#JpoW!:,
Q ipliance Forms c:fitAugust 2001 A-; om Puy W/
ON
CONCRETE
1. ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR
WEIGHT HARD ROCK TYPE (150 a/CU. FT.). AGGREGATES SHALL
BE NATURAL SAO AND ROCK CONFORMING TO ASTM C-33 WITH PROVEN
SHRINKAGE CHARACTERISTICS OF LESS THAN 0.05 Z
2. READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE
WITH ASTM C-94, PLACEMENT OF CONCRETE SHALL CONFORM TO
ACI 301,
3. CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE V.
OR HLOW ALKALL CONFORMING TO ASTM C-150,
4. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT AGE OF
28 DAYS FOR:
FOOTINGS 2500 PSI
SLAB ON GRADE 2500 PSI
SIDE WALKS 2000 PSI
5. MAXIMUM SLUMP SHALL NOT EXCEED 4"
6. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A
MINIMUM OF 5 DAYS AFTER PLACEMENT, ALTERNATIVE METHODS
WILL BE APPROVED IF SATISFACTORY PERFORMANCE CAN BE
ASSURED.
7. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND OTHER
INSERTS SHALL BE SECURELY FASTENED IN THE FORMS BEFORE
CONCRETE IS POURED, ADEOUATE CLEANOUTS SHALL BE PROVIDED
IN BOTTOM OF CONCRETE FORMS FOR PROPER CLEANOUT AND
INSPECTION.
8, VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE
GENERAL PROVISIONS OUTLINED IN PORTLAND CEMENT ASSOCIATION
SPECIFICATIONS ST-26.
9. EXPOSED CORNERS OF COLUMNS, BEAM, WALL, ETC. SHALL
BE FORMED WITH -Y4'* CHAMFERS UNLESS DETAILED OTHERWISE.
MCONCRETE CONTRACTOR SHALL SUBMIT PROPOSED CONCRETE
DESIGN MIX TO THE ARCHITECT AND ENGINEER OF RECORD. PRIOR TO
STARTING THE WORK,
It. NO WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE
IN EXCESS OF 95*F.
112. WIRE MESH LAP (END & SIDE) SHALL BE ONE FULL MESH -2.
LUMBER
1. ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR CONFORMING
TO DIVISION 23 =01 C.B.C.)
2. RAFTER, BEAMS, PURLINS SHALL BE DOUGLAS FIR NO. UNLESS
OTHERWISE NOTED
GRADE
3, JOIST, PURL94S 2" TO 4" WIDE, 6" & DEEPER NOA
BEAMS, PURLINS OVER 4" WIDE NO.1
SUBPURUNS 2" TO 4" WIDE. 6" & DEEPER NO.1
LEDGERS NO.2
STUDS 2" x 4" OR 3" x 4" STUDS
STUDS 2- x 6" NOA
POSTS 5" x 5" AND LARGER NO.1
SILLS, PLATES AND BLOCKING NO.2
4. SILLS AND PLATES IS CONTACT WITH CONCRETE OR MASONRY AND
WITHIN 48- OF GROUND SHALL BE PRESSURE TPESTED DOUGLAS F."
(PTDF). SILLS SHALL BE BOLTED TO THE FOUNDATION WITH 5/8"
DIAMETER x 10" BOLTS AT 48" ON CENTER. 12" MINIMUM FROM
ENDS OR 2 BOLTS MINIMUM PER PIECE, UNLESS NOTED OTHERWISE.
5. STUD WALLS ABUTTING A CONCRETE OR MASONRY WALL SHALL BE
BOLTED TO THE WALL WITH 5/8" ANCHOR BOLTS AT 24" ON CENTER,
6, ALL NON SEARING STUD WALLS SHALL BE 2 x STUDS AT 16 D.C.
WITH S/8" GYP. BOARD EACH SIDE, UNLESS OTHERWISE NOTED.
7. ALL STUD WALLS SHALL HAVE FULL HEIGHT I x 6 DIAGONAL
LET -IN BRACES AT ENDS AT INTERVALS NOT EXCEEDING 25 FT.
D.C. UNLESS OTHERWISE NOTED ON PLANS. BRACES SHALL COVER A
MINIMUM OF SIX STUD SPACES.
$.COMMON NAILS SHALL BE USED.
9. FIRE BLOCKING 2 x THICK, SHALL BE PLACED IN STUD
WALLS AT CEILING AND FLOOR LEVELS, AT EACH IO'HEIGHT OF
STUDS, AND BETWEEN STAIR STRINGERS AT SUPPORTS.
10. JOISTS SHALL BE BLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED
AT INTERVALS OF S' WHERE JOISTS ARE 2 x 12 OR DEEPER.
11. MAXIMUM UNSUPPORTED HEIGHT FOR NON -SEARING PARTITION SHALL
BE 2 x 4 0 16" O.C. UP TO 14--0"
2 x 6 0 16" D.C. UP TO 2V-0"
2 % 8 0 16" O.C. UP TO 2&-0"
12. PROVIDE DOUBLE JOISTS UNDER PARALLEL SEARING PARTITION WALLS,
13, BOLT HOLES IN WOOD MEMBERS SHALL BE A MINIMUM %2" AND A
MAXIMUM %6" LARGER THAN THE SOLT DIAMETER.
PLYWOOD
t PLYWOOD SHEETS SHALL BE COX CONFORMING TO PS 1-95 AND
SHALL BE STAMPED WITH THE ORPA GRADE OF THE AMERICAN
REINFORCING STEEL
PLYWOOD ASSOCIATION, UNLESS NOTED OTHERWISE ON THE PLANS.
2. EACH SHEET SHALL HAVE A MINIMUM AREA OF 8 SO. FT. WITH A
1.
REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED
MINIMUM DIMENSION OF 2 FEET.
BARS AS FOLLOWS -
3. SEE FRAMING PLAN FOR DIAPHRAGM NAILING SCHEDULE, NAILING
FOOTING, SLAB ON GRADE,
SHALL BE INSPECTED AND APPROVED BEFORE COVERING.
MASONRY, AND SENT OOWEI,% TIES -
'3 BAR AND SMALLER ASTM A-615 GRADE 40
*4 BAR AND LARGER ASTM A-615 GRADE 60
1
DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH
ASTM A-305 AND SENDING IN ACCORDANCE WITH AC1318-95,
FOUNDATION NOTES
3.
MINIMUM CONCRETE COVER OVER REINFORCING REBAR FOR
(EXCEPT AS NOTED OTHERWISE)
1, FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE
NOT EXPOSED TO WEATHER OR EARTH
SOIL SEARING PRESSURE PER 2001 CALIFORNIA BUILDING CODE SHALL
EXPOSED TO IW,
BE AS FOLLOWS.
EXPOSED TO EARTHWEATHER
2"
PILASTER, BEAM & COLUMN TIES 11/2'.
CONTINUOUS FOOTING > 1000 P.S.F.
FORMED FOOTING AND WALL EXPOSED TO EARTH 2':
ISOLATED. FOOTING • 1000 PS.F»
UNFORMED FOOTING AND WALL EXPOSED TO EARTH 31
SLAB ON GRADE 21,
2. ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM
4.
SPLICE IN CONCRETE
UNDISTURBED NATURAL SOIL, OR APPROVED COMPACTED FILL AND
MINIMUM OF 36 BAR DIAMETER OR 12" WHICHEVER IS GREATER.
ADJACENT FINISH GRADE UNLESS NOTED OTHERWISE.
1 ALL FOOTING SHALL BE CENTERED ON PILASTER AND/OR WALL AND
5.
WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND 1-82.
COLUMN UNLESS OTHERWISE NOTED.
6.
ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REOUMMENTS
4. FINISH FLOOR (F.F.1 EXCAVATION SHALL BE AS NOTED OF: GRADING
OF AC1318-95.
PLANS.
7.
ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS, ETC.
5- THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION
SHALL BE SECURED IN PLACE PRIOR TO PLACING ANY CONCRETE
OR GROUT.
PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ANY
ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN
&
ALL REINFORCING STEEL SHALL CONFORM TO THE REGUIREMvINTS
ACCORDANCE WITH ALL NATIONAL,STATE AND LOCAL SAFETY
OF ASTM A-615 GRADE 60,
ORDINANCES.
9,
ALL REINFORCING BAR BENDS SHALL BE MADE COLD.
6, ALL FOOT94GS SHALL SE FORMED TO MEET SIZES INDICATED ON
10,
ALL REINFORCING BARS SHALL BE FREE FROM GREASE. RUST, MILL
DRAWINGS, DETAILS, AND/OR SCHEDULES.
SCALE OR ANY OTHER FOREIGN MATERIAL WHICH MAY AFFECT THE
7. ALL FOOTINS AND PIERS SHALL BE CENTERED UNDER THE. BUILDING
BARS ABILITY TO BOND TO THE MORTAR.
COLUMNS. (U.N.O.)
11.
REINFORCEMENT THAT IS PARTIALLY EMBEDDED IN CONCRETE SHALL
NOT BE FIELD BENT EXCEPT AS SPECIFICALLY DETAILED IN THESE
& ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS
DRAWINGS OR WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD.
SHALL BE REMOVED AND RELOCATED.
12.
ALL REINFORCING STEEL SHALL BE PROVIDED AT ALL POUR JOINTS
9. ALL PIPES, DUCTS AM CONDUITS WITHIN THE SPHERE OF IWLUENCE OF
ON THE DRAWINGS, WHERE LAP AND/OR SPLICE LOCATIONS ARE
THE FOOTING, (THE PRESSURE ZONE, EXTENDING BELOW THE FOOTING,
NOT SPECIFICALLY INDICATED, PROVIDE CLASS C SPLICE PER
BASED ON A 2 HORIZONTAL TO I VERTICAL SLOPE). SHALL BE SLEEVED
SCHEDULE. ALL SPLICE LOCATIONS SHALL BE CLEARLY SHOWN ON
THROUGH CONCRETE CAST -IN -PLACE AT THE FOUNDATION POUR.
SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE
10. FOUNDATION MAY BE SUBJECT TO STRUCTURAL REVISION IN THE FIELD
FABRICATION,
DUE TO POSSIBLE VARYING SUBSURFACE CONDITIONS.
13.
PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE
MANUAL OF STANDARD PRACTICE FOR REINFORCING CONCRETE
CONSTRUCTION, BY WCRSL
IC
CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE
FOUNDATION PLATES/SILLS
LESS THAN V. NOR I BAR DIA,. NOR Ix MAX. AGGREGATE SIZE.
BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST
LAYER, MIN. DISTANCE BETWEEN LAYERS - V.
1, FOUNDATION PLATES OR SILLS SHALL BE BOLTED TO THE FOUNDATION
OR FOUNDATION WALL WITH NOT LESS THAN W- OIA. STEEL BOLTS
EMBEDDED AT LEAST 7" 114TO THE CONCRETE OR MASONRY AND
SPACED NOT MORE THAN 6'-0" APRART. THERE SHALL BE A MINIMUM
OF (2) BOLTS PER PIECE WITH ONE BOLT LOCATED WITH 12" OF
EACH END OF EACH PIECE. A PROPERLY SIZED NUT AND WASHER
SHALL BE TIGHTENED ON EACH BOLT TO THE PLATE. FOUNDATION
PLATES AND SILL SHALL BE THE KIND OF. WOOD SPECIFIED W SECTION
2306.4 OF THE 2001 C.S.C.
CERTIFICATE OF COMIPLIAN CI ; RESIDENTIAL (Page 3 of3) CF-1R
P7 e= 12EF!; WeNev_ :7- t -
Mject Title Date
COMPLIANCE STATL, IVIL
This certificate of compliance lists the building -features and perfon-natice specifications needed to comply with
Title 24, Parts I and 6 of the California Code of Regulations, and the administrative regulations to implement
them. This 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 Special Features/Remarks section. The undersigned recognize that compliance using
duct sealing a:ndfXVs requites in -taller testing and certification and field verification by an approved HERS
rater.
Designer or Owner (per Business and Professions Code) Documentation Author
Name:
Namc: At,___M -Ae- t
Title/Firm:
Titleil'inn:
Address: s% c.
Address:
�M:A �VZ- 1
Tele-ohone:
Write)
E nforeement Agency
Name:
Titl
Agency:
Telel*one: :ME
si n tie l stamp)
Compliance Forms August 2001
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1446 SQ FT ADDITION:
0 FIRST FLOOR ---
(LEGALIZE FAMILY Room,
W ADD BATHROOM AND CLOSET
S H E L T 0 N S T Q TO EXISTING GAME Room
ENERGY (TITLE 24) REQUIREMENTS
INSULATION EXT WALLS R-13
ATTIC R-30
FENESTRATION FENESTRATION - U-FACTOR-0.40 MAX
SHGC- 0.35 MAX
A/C EFFICIENCY N/A
RADIANT BARRIER EMISSIVITY LESS OR EQUAL TO 0.05
INSTALLED TO COVER ROOF TRUSSES AND
GABLE END WALLS AT ATTICS
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FOR BEDROOM CONVERSION)
SECOND FLOOR ----
(ADD 3 BEDROOMS, 2 BATHS
AND I LOFTx BALCONY)
GENERAL NOTES
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1. ALL WORK SHALL BE DONE IN ACCORDANCE W/ THE 2001
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CBC, PLUMBING, ELECTRICAL AND MECHANICAL CODES.
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2.. VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS.
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3. IT SHALL BE THE RESPONSABILITY OF THE CONTRACTOR TO
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VERIFY ALL EXISTING CONDITIONS ON THE SITE PRIOR TO
COMMENCING WORK AND IS TO NOTIFY THE OWNER AT ONCE
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UPON DISCOVERY OF ANY OMISSIONS OR CONFLICTS IN
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4 PREPARATION OF BUILDING SITE SHALL BE PER
SECTION 3302 CBC.(ALL STUMPS AND ROOTS SHALL
BE REMOVED FROM THE SOIL TO A DEPTH OF AT LEAST
12 INCHES BELOW THE SURFACE OF THE GROUND TO
BE OCCUPIED BY THE BUILDING)
5. ALL NAILING TO COMPLY W/ TABLE 23-11-8-1. CBC
TYPE OF CONSTRUCTION VN
OCCUPANCY GROUP R-3
SHEET INDEX
A-1 itLOT PLAN /TITLE 24
A-2 FLOOR PLAN / ELECTRICAL
A-3 ELEVATIONS
S-1 FOUNDATION PLAN
S-2 FRAMING PLAN
SD1 STRUCTURAL DETAILS
SD2 STRUCTURAL DETAILS
AD1 ARCHITECTURAL DETAILS
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DRAWN:-
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DATE: JUN-
JOB NO -
SHEET NUMBER:
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NOTESp
C. EVERY BEDROOM SHALL HAVE A OPERABLE ESCAPE WINDOW
WITH A MIN. OPEKABLE AREA OF 5.7 SO. FT. AND A MIN.CLEAR
HEIGHT OF 24 INCH AND WIDTH OF 20 INCH, THE SILL HEIGHT
NOT OVER 44 INCHES ABOVE THE FLOOR.
5. ALL GLAZING MIN. 3,46" THICK AN A STRENGHT " B" OR BETTER
TO COMPLY WITH SECTIONS 2403, 2404 & 2406 CBC.
C- FAU PER NOTE 5 TO MAINTAIN A ROOM TEMPERATURE OF 706
AT A POINT OF 3 FT. ABOVE THE FLOOR IN ALL HABITABLE
ROOMS.
d. EXIT -
EACH EXIT DOOR MAY BE PROVIDED WITH A MIGHT LATCH,
DEAD BOLT OR SECURITY CHAIN, PROVIDED SUCH
DEVICES ARE OPERABLE FROM THE INSIDE WITHOUT THE
USE OF A KEY OR TOOL OR SPECIAL KNOWLEDGE OR EFFORT
AND MOUNTED AT A HEIGHT NOT TO EXCEED 48 INCHES
ABOVE THE FINISHED FLOOR.
e. WATER CLOSETS TO USE NO MORE THAN 1.6 GALLONS
PER FLUSH.
I'. GLAZED WARDROPE DOORS SHALL MEET THE IMPACT TEST
REQUIREMENTS OF USC ST. 24-2, PART 11. LAMINATED GLASS
MUST ALSO MEET THE BOIL. TEST REQUIREMENTS OF UBC
STD. 24-2, PART 11,
g. LIGHT AND VENTILATION PER CBC SECTION 1202. MIN. OF 15 CFM
OF OUTSIDE AIR PER OCCUPANT IS REQUIRED FOR VENTILATION
S E C 0 N E) FLOu' R
Fx 1134 SQ FT
Imo; ADDITION
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GFIB
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CONCRETE LANDING:
3`-2" (2" TO 4"
BELOW THRESHOLD)
AFI 860WR0 AFI
DUCT UP
''F' AFI
TO 2ND FLR.
DUCT THRU-~
ATTIC
DUCT THRU
s� -- FLR. JST . e
EXISTING Ito
Z_ Y
i GAME ROOM
TOO CONVERT
. INTO BEDROOM
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AFI ` ✓f AFI
2ND FLOOR
ABOVE
dr �
AFI AFI E6
(E)
BEDROOM
F
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BEDROOM
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PATIO t
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AL SL0
TEMP, �GFsr - --`' TEMPERED
FLOOR PLAN NOTES
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1. 2X6 PLUMBING WALL
(----�
I i
PORCH
2. 30"X30" ATTIC ACCESS
3. SHELF AND POLE
(N) 604(}
4. REC'D MEDICINE CABINET
AL SL
5. FAU IN ATTIC 0 FOR EACH STORY)
A LANDI G CONCRETE
LANDING 7" MAX f3LW,
+�
99K BTU CAPACITY EACH
THRESHOLD
PROVIDE FUEL GAS AND 110V OUTLET, AND
COMBUSTION AIR FROM OUTSIDE.
(PROVIDE LIGHT AND SWITCH 0 ATTIC). I;
,
W/ 120V SERVICE RECEPTACLE
FOR SPACE CLEARENCES SEE1
6. HANDRAIL PER
7. DUCT CHASE - 1-HR FIR ATED SHAFT
`
W/ %f TYPE 'X' GYP. BD.
PASSAGE WAY TO THE ATTIC
rirf
101-10'l
DUCT UP
TO 2ND FLOO
DUCT THRU
ATTIC
•
r
s
s
FURNACE SHALL BE
8. CABINET PER OWNER W/ TILE TOP FINISH PER OWNER UNOBSTRUCTED AND HAVE
9. RELOCATED 50 GAL. WATER HEATER CONTINUOUS SOLID FLOORING
,. NO LESS THAN 24" WIDE,
ON 1$ PLYWOOD PLATFORM. PROVIDE FUEL NOT MORE THAN 20" FEET
GAS, NON-RIDGID CONNECTION AND 13
IN LENGHT THROUGH THE ATTIC.
SEfMIC STRAPS. AD1
DOOR TO BE 2068 SC W/ 12 SO.IN LOUVERED
VENTS WITHIN THE TOP & BOT 12 INCHES
OF THE DOOR.
10.
WASHER SPACE. PROVIDE 11C)V OUTLET.
LEGEND
11.
DRYER SPACE. PROVIDE 110V OUTLET, /
FUEL GAS, AND 4" DIA. METAL DUCT VENT
TO OUTSIDE W/ MAX 14 FT LONG $s 2- 90 ELBOWS
�
110 V W/ BATTERY BACK-UP
110�%
SMOKE DETECTOR
12.
PROVIDE %/ TYPE *W DRYWALL BETWEEN
GARAGE AND HOUSE AT WALLS AND CEILING
3V@
BATTERY OPERATED
SMOKE DETECTOR NOTE*
AND UNDER STAIRS AS REQUIRED
SMOKE DETECTOR
PROVIDE SMOKE DETECTORS IN EACH BEDROOM
13.
TOILET.0.6 GAL PER FLUSH MAX)
@
RECESSED CEILING LIGHT
AND CORRIDOR OR HALLWAY ACCESSING SUCH
BEDROOMS PER SECTION 310.9.1.3 & 310.9.1.4
..I..
14.
STEEL TUB/ SHOWER. W/ GLASS ENCLOSURE
RECESSED MINI LIGHT
2001 CSC. SEE NOTE BELOW FOR S.0 IN
EXISTING BEDROOMS
DOORS &PANELS MUST BE LABELED CATEGORY ti
WALL MOUNTED LIGHT
CLASSIFICATION PER CBC CHAPTER 24 AND UBC STD. 24-2
NET AREA OF SHOWER SHALL BE NO LESS THAN
CEILING LIGHT
1024 SQ. IN. OF FLOOR ,AREA, & ENCOMPASS 30" DIA. CIRCLE,
TILE INT. SHOWER (WALLS MIN. 70" ABOVE DRAIN.
1/2 HOT 110V 0 -12`° U.N.O.
15.
WATER PROOF DECK SURFAC'G (MIN./4" /FT SLOPE)
EQUAL TO "MER-KO" WEATHER DECK, I.C.B.O. R.R 3389
110V OUTLET
INSTALLED PER MANUFACTURER'S INSTRUCTIONS USING
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COLOR & TEXTURE A.S.B.O.
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LOG LIGHTER
PLUMB FOR ICE MAKER
TELEPHONE JACK
An RECEPTACLE OUTLETS SUPPLIED BY
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AN ARC -FAULT CIRCUIT INTERRUPTER
FL FLUORESCENT AS REQUIRED
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CONCRETE LANDING
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ELEVATION NOTES
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G.I. STUCCO SCREED
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STUCCO FINISH
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7.
ITI X 12" G.I. SCREENED LOUVERED
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G.I. FLASHING ROOF TO WALL
12.
PROVIDE EAVE VENTS AS REO'D
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13.
LINE OF INTERIOR CEILING.
14.
I.T. WT. CONC. TILE CLASS "C" OR
BETTER
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APPROVED EQUAL
0/ 30® FELT UNDERLAYMENT ----------------
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18. 2X4 TRIM SURROUND W/ STUCCO FINIS):r'
19. STUCCO SOFFIT AT UNDERSIDE
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ATTIC VENT REO'D- 545 SO IN. - 400 SO. IN.
FOR (2) FAU IN ATTIC- 945 SO IN TOTAL REOUIRJ
1008 SO IN. PROVIDED IN
(4) 14" X 18** ATTIC VENTS
252 S.I. EACH
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792 SO IN. PROVIDED IN
ATTIC VENTS
135 S.I. EACH
507 OF THE REQUIRED IT'S
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1. EXISITNG GARAGE CONCRETE SLAB (4" T14K. MIN)
VERIFY
4. NEW INTERIOR CONCRETE FTNG (12"W X 18" 0 W1 1-04 TOP
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-SURFACE WATER ULL DRAIN AWAY FROM 5UILD'Cs.
,c;�. 14OLD-DOWN CONNECTOR BOLTS INTO WOOD
FRAMIN63 REQUIRE APPROVED PLATE IWASWERS_AND
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COVERIW.x THE WALL FFRAMtNG.
DIA A. S. MAY BE REPLACED BY %u DIA
TI-IREADED RODSEMBED. WIT14
CIA -GEL 1000 EPDXY SYSTEM
1. C. B. 0. ER. 4846. (OR EQUIVALENTI AT TWE
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SHEAR WALL SCHEDULE
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WALL SHEATHING
CONCRETE &
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STUCCO OVER PAPER -BAKED LATH
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NOTES:
A. ALL EXTERIOR WALL TO BE SECURED WITH % DIAA.B.*S
0 72" D.C. WITH 7" MIN. EMBE UNLESS OTHERWISE NOTED,
2" X 2" X 'VT WASHER UNDER NUT AND WITH MINIMUM iHICK PLATE
0 EACH SOLT,
S. ALL INTERIOR WALLS WITH SHOT PINS. RANSET *3348,OR
EQUIVALENT. AT 3&' D.C. 0 BEARING WALLS AND
NON -BEARING WALLS. UNLESS OTHERWISE NOTED.
C. CODE MINIMUM (2) ANCHOR BOLTS PER PANEL.
0. COSOLE
D OOR DE MINIMUM l6d•PLATE NAILS 0 16" D.C. TYPICAL AT ALL
SECONFLWALLS (U. 0. N.).
E. WHERE DOUBLE 2x SOLE PLATES ARE USED, PROVIDE
PROGRESSIVE NAILING.
F. ALL NAILS ARE COMMON NAILS.
G. TABLE FOR USE WITH STUDS 0 16" D.C. MAXIMUM.
H. ALL LAG BOLTS (LB) TO BE &* LONG INSTALLED WITH PILOT HOLE
AND WRENCH.
DIA4�.B. MAY BE REPLACED BY %" DIA THREAD
000 ED RODS
5- '1 EMBED. MTN CIA -GEL 7EPDXY SYSTEM
0. ER. 4846. (OR EQUIVALENT), AT THE SAME SPACING.
KFRAMING MEMBERS OR BLOCKING SHALL BE PROVIDED AT ALL EDGES
OF ALL PLYWOOD SHEETS IN SHEAR WALL..
LALL PLYWOOD PANELS SHALL BE MANUFACTURED USING EXTERIOR GLUE.
FOOT NOTES -
I. USE 3x STUDS, AND 3x BOTTOM PLATE WITH
STAGGERED NAILING WHERE THE ALLOWABLE
SHEAR VALUE EXCEEDS 350 PLF.
2, WHERE SHEAR MATERIAL IS INSTALLED ON
BOTH SIDES, THE SPACING FOR THE ABOVE
TOP ANCHORAGE AND SILL CONNECTION
SHALL BE HALF SHOWN, UNLESS OTHERWISE
NOTED ON PLANS.
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2. PROVIDE FULL LENGHT TRIMMERS AS FOLLOWS
4)< POST AT EACH END OF 4XIO OR LARGER MEMBERS,
DOUBLE STUDS FOR 4>(S SINGLE STUD
FOR 4)0v OR SMALLER MEMBERS
IS
3. FOR TYP, STUD WALL FRAMING SEE
4. BN. ALOW .s STUDS
S. FLOOR SWEATWIW-s
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6. PROVIDE MULTIPLE STUDS UNDER MULTIPLE JOISTS
PROVIDE FULL BEARING W/SOLIE> BLOCKING
OR SWIMMING BELOW ALL POSTS AT FLOOR,
S. s
SEE 0ET'SjQ0)2(*2 FOR ALL
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S. 2 LAYERS OF ISO FELT SHALL BE USED AT
ALL STUCCO APPLIED OVER PLYWOOD.
10. MIN, 2X& STUDS * 16" O.C.
AT PLUMBING WALLS.
It. ROOF DIAP44RAGM NAILIWS TO BE INSPECTED
BEFORE COVERING. FACE GRAIN OF PLYWOOD
SHALL BE PERPENDICULAR TO SUPPORTS
12. DOUBLE JOIST ARE REOUIRED UNDER PARALLEL
BEARING PARTITIONS
13. PROVIDE FIRE BLOCKING IN CONCEALED SPACES OF
STUD WALLS AND PARTITIONS, INCLUDED FURRED
SPACES AT THE CEILING AND FLOOR LEVEL AND AT
10 FT INTERVALS BOT14 VERTICAL AND HORIZONTAL.
14. WALLS B ACED TO RESIST WIND AND SEISMIC FES
SHALL NOT EXCEED THE FOLLOWING WEIG14T TO WIDTH RATIOS
2 TO I FOR PLYWOOD. FRAMING MEMSEIRS OR BLOCKING SHALL
BE PROVIDED AT THE EDGES OF ALL SWEETS IN
SHEAR WALLSt 2 TO I FOR GYPSUM WALLBOARD AND PORTLAN
CEMENT PLASTER (STUCCO). WALL SECTIONS HAVING
WEIdWT-TO-LENGTH RATIOS IN EXCEES OF 1 1/2 TO I
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1. SAW -CUT EXIST'G SLAB SHEAR TRANSFER
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4 A-35 PER SHR. SCHEDULE 6- DBL TOP PLATE PER PLAN 8. ORILL HOLES PER MANUF. SPECS.
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SHEAR WALLS INDICATED EMBEDMENT INTO
6 FLOOR JOIST PER PLAN 8- SHEAR WALL PER PLAN CONCRETE TO BE MAINTAINED
7 2X BLK. WHERE OCCURS AT RAISED FLOOR FOUNDATIONS
SHEAR TRANSFER 6 18 SHEAER R TRANSFER 14 SHEAR TRANSFER 10 EXTERIOR FOOTING HOLDWN AT EXISTING FTN'G V. -0.
FLOOR O WALL AT EAVE 6
16d 0
4" OC 2
18" MAX
E.N. 2 4
3 5 4 8 3
I. CONC. FTG. PER PLAN
2. 2- -4 BAR TOP & BOT
MIN. SEE PLAN z
5 3. CONC. SLAB PER PLAN
1��\ Itt 1; L2
4. COONCRCCURETES WALK WHERE
5 7
1 WALL DASHED 1. EXISTING FOOTING
(WHERE OCCURS) 6 I- ROOF SHT'G W/ RADIANT BARRIER PER 2. 'SIMP' EPDXY -TIE TO
2 BOT. PLT. & NAJL'G I TITLE 24 01 2X ROOF RFTR. RFS 05X8 W/5" MIN.
EMBEDMENT DEPTH
E.N. 4 3 FLR. SHT'G & FRM'G. PER PLAN OX6 STARTER BOARD TO CONC. AT 4 V2" MIN.
DASHED @ INT. WALL D _SHIPLAP- AT EXPOSED EAVES) MIN
(WHERE OCCURS) 2- 2X4 FLAT LOOKOUT 0 32" O.C. 1- Y4" MIN. FROM END, 12 " .
4 TYP.DBL. TOP PLATE NOTCH INTO FIRST RAFTER Y4FROM EDGE. SPACED PER
L
5 2X RIM jFOUNDATION PLAN
OiS, T 3- BA,
3 1- ST2115 0 48" O.C. ACROSS
W/ 16d 0 8" O.C. OPPOSITE RAFTERS 4- (2)- 16d 0 EA. 2X4 A
TO TOP PLT. 2- B.N. 5- A-35 0 2'-0" O.C.
6 PLY'D FLR. SHEATHING OR SEE SHEAR WALL NOTE -
PER PLAN 3- RIDGE BEAM PER PLAN SCHEDULE OR U.N.O. INDICATED EMBEDMENT INTO
7 SOLID BLK, 48" O.G. 4- ROOF SHEATHING PER PLAN 6- 2X STUDS 0 16" D.C. CONCRETE TO BE MAINTAINED
3 15" MIN AT RAISED FLOOR FOUNDATIONS
SEE SHEAR WALL SCHED. 8 SHEAR WALL PER PLAN W/ RADIANTBARRIER PER TITLE 24 SEE SHEAR WALL SCHED. 7- SHEAR WALL PER PLAN
FOR SHEAR TRANSFER WHERE OCCURS 5- ROOF RAFTERS PER PLAN FOR SHEAR TRANSFER 0 WHERE OCCURS
SHEAR WALLS 9 A-35 PER SHR. SCHEDULE 6- 2X BLKG W/ 2- 10d EA. SIDE SHEAR WALLS 8- 2X BLK'G 0 48" O.C.
TO BEAM FIRST BAY ONLY
SHEAR TRANSFER HEAR TRANSFER AT vl.-O.
FLOOR TO WALL 19 RIDGE 5EAM 15 6 11 FOOT'G AT PATIO A.5. AT EXISTING FTC GA5LE END 3
WD. POST W/ 1. SAW -CUT EXIST'G SLAB
4 SIMP 'HTT22' 2 2 -WITH SSTB24-
2. WALL FINISH PER PLAN
3. ® 4 CONT.
4 7 EN 4. 2X STUDS 0 16" O.C. 2
1. (2) TJI CANT. FLOOR I
JOIST 0 STRAP 5. SILL BOLTING PER 4
PLANS AND SHEAR
2. TS/8 PER PLAN < WALL SCHEDULE. 5
TO 4X4 POST +1
+ 6. 2X P.T.D.F. SILL PLT.
+
3. SHEAR WALL + Pj.0,F 6 XD
WHERE OCCURS 3 SILL PLT 7. EXIST'G SLAB
4. (2)2X4 OR 4X4 POST 8. 04 REBAR DOWELL 0 24" O.C. 7
PER PLAN' 115 -zll-- 6" INTO EXISTING SLAB W/ /<D
5. SIMP "ST" PER PLAN I- ROOF SHT'G W/ RADIANT BARRIER 4 (5) 16dJ z z "EPDXY" SET ER-4945 ya
z-
PER TITLE 24 0/ 2X ROOF RFTR.
6. 2X BLK. PER PLAN (1X6 STARTER BOARD 1- RFTR, AND CEILING JOIST co
SHIPLAP- AT EXPOSED EAVES) 2 PER PLAN ------
7. E.N. tp
2- EXIST'G ROOF SHT'G Liali I
8, 4X4 POST 2- B.N. 3- NEW FLUSH BEAM PER PLAN V,
ix cr
3- 2X EILK'(3, W/ A-355 0 0 - - 1 -
9. HDR. PER PLAN WHERE 2 16" O.C.. U.N.O. 4- NEW SIMP U26-2 TO . V vw
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OCCURS R.R. & C.J. & 2X BLK'G
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IX
6- SHEAR WALL PER PLAN SEE SHEAR WALL SCHED.
WHERE OCCURS FOR SHEAR TRANSFER 0
SHEAR WALLS
12 - ONE STORY
0
SEE PLAN FOR SIZE15" TWO STORY
-1
AND REINFORCING
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CANTILEVER
1 -Y4" FRM EDGE
12. SOLID SLK'G
fR[I)GE 17 SHEAR TRANSFER 13 SHEAR TRANSFER CONC. PAD AT (E)SLAB NIDOWN NTS
5
3 OPTIONAL COLD JOINT WHERE
PERMITTED BY SOILS REPORT IF
16d 0 8
T C
4" 0 C. APPLICABLE. USE ANCHOR BOLTS SHTG
1 j4 2 LONG ENOUGH FOR MIN. 7" EMBEDMENT PER PLAN
2 BEYOND COLD JOINT INTO FOOT'G
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6 C UNLESS SLAB IS MIN. 7" THICK 7
10 OVER COLD JOINT-
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DEL PILAR
1 714- 925 0433
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JOB DESCRIPTION:
1446 SQ FT ADDITION:
FIRST FLOOR ---
(LEGALIZE FAMILY Room,
ADD BATHROOM AND CLOSET
TO EXISTING GAME Room
FOR BEDROOM CONVERSION)
SECOND FLOOR ----
(ADD 3 BEDROOMS, 2 BATHS
AND I LOFT 8i BALCONY)
STRUCTURAL
> DETAILS
DRAWN:
AL
CHECKED:
DATE:
JUN-13-04
JOB NO:
SHEET NUMBER:
t;D-1
A
OUTER 1/3 MIDDLE 1/3 OUTER 1/3
OF SPAN OF SPAN - - '017 SPAN ONLY
AT TOP OR ROT NO NOTCHES AT TOP OR BOT 01 >
EXISTING SLAB NEW SLAB
to ALLOWED U.N.O. I 1 .0
1 1. 4X POST W/SIMP
L 4" 12" L STRAP PER PLAN
4 l
10 A.- 2. 4X PLATE
�j11 A .4
1 (E) 22X4 TOP PLT
eA
2� A 4. HEADER PER PLAN
OUTER 1/3 MIDDLE 1/3 OUTER 1/3 NOTCHING #4 REBAR T DRILL 9/16-Ml k— 5. 4X POS I W/
OF SPAN F SPAN ONLY DOWELS 0
OF SPAN HOLE FILL W/EPDXY SIMP ST6224
AT TOP OR SOT NO NOTCHES AT TOP OR SOT GROUT & INSERT DOWEL NO SPECIAL INSPECTION 24"O.C.
I
ALTERNATE: USE 1/2" IS REQ'D. FOR EPDXY IN ALLOWED U.N.O. REDHEADS & THRD'D ROD THIS APPLICATION.
RRR AT SLABS
DOWELS — — — — — — —
DRILL SLANT HOLES --REBAR
1/16" OVER DIA OF EXIST"G --NEW SAME SIZE 1,
0—" BAR FILL W/EPO SPACING AS
0 1, 6* 24*MIN FOOTINGS
GROUT
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2X
SORE DIA. BORING A
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MIN.
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2001 CBC L
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D/6 SECTION 2320.8.3
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0/3 il/4` 2%-. 3 -Y4 43/811
37 33 BORED OR NOTGI4ED JO15T NTS 29 DOWELL5 25 OFF ET 6TRAI'm 21
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WIDTH 0 BEARING WALLS, 607 MAX.
0 NON -SEARING WALLS.
NOTCHES- MAX.DEPTH 257 OF STUD v
WIDTH 0 BEARING WALLS, 401. MAX.
0 NON -BEARING WALLS.
STUD
T1
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1 1
FRACTION
OF STUD 2X4 2X6 2X8
1. EXIST'G FTNG
NOTE- NO & OBN ORE
2
NOT TO OCCUR SME . POST PER PLANS �7
STUD WITHIN 3&' OF W/ SIMP aco -JL
EACH OTHER. 10 .
3, EXIST'G SLAB I L
4
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7
1. 4X POST PER PLAN
2. SIMP ST6236 W/ 12d
0 EA. END OR MST48 W/
17- 16d 0 EA. END.
W, i%,,
257D %,
40X D 1%" 2 '/a 3"
607D 2" 3/4" 4/4
4vv, 1 a.uti 4, NLW F rN'G PER PLAN
SECTION 2320.11.9- 2320.11.10 5- 04 REBAR DOWELL 0 24" O.C. NEW FTN*G PER PLAN 3. DBL. 2X BLK*G
6" INTO EXISTING SLA13 W/
"EPDXY" SET ER-4945
38 34 IBOREr.D o I R' NOTCPEE) STU[)5 NTS 30 CONC. PAD AT (E) FTN'G 26 POST STRAP 22
*4' - MIN. LAP (2)16d STUD
(8) 10d & -MIN
LAP TOP PLT. 16d 0 16" O.C.
0 STUD MAX <
_,—DROP BEAM
PER PLAN
4X4 uj
HDR. I cn
Mft PROVIDE IX6 LET -IN T—SIMP, CCOR
BRAC'G (IF NO SHEAR OR ECC PER
��4 N
WALLS OCCUR) 0 60 TPEAN
16d 0 24" MAX.@ 45' MIN, W/
O.0 . FACE (3) 8d EA. END & EA,1-0— 0
NAIL (3) 16d E.N. STUD BRACE EA. 0
TYP. CORNER 0 25'O.C. MAX.
2X TRIMR & PROVIDE 2X FIRE
KING STUDS Q) 16d E.N.
TO 2X SILL BLOCK WHERE WALLS
0 JAMB TYP. EXCEED 10'H. & AT ALL
CL'G & SOFFIT LINES SOFFIT FRAMED COLUMN/
BEAM WHERE OCCURS
—2X STUDS
0 16'! O.C. 4X POST FRAMED WALL
—2X PT.DF SILL PLT. WHERE OCCURS I. POST/CRIPPLE POST PER PLAN
(2) 10d T.N. 0
5
EA. SIDE STUD WA" DIA, ANCHOR
BOLAS W1 7" EM%E 15T
TO PLT. N� 2. SIMPSON ST PER PLAN HEADER W1 SIMP PC
PER FOUNDATION W/ 12- 16d 0 EA. END OR
PROVIDE A. B. MST W/ 17- 16d 0 EA. END, TO CRIPPLE WHERE
0 6*-0" O.C. & 41 OCCURS
II MIN. / tit' MAX.
F
if SILL E 3- DBL 2X BLK'G
L -------------------------------------
EXTERIOR 5EAFRING WALL
39 35 31 POSIT TO BEAM 27 5TRAF AT IUD R YA!""I'-O" 23
FRAMING
4X4 TOP RAIL CUT TO RECEIVE
6 CONTINUOUS TUBE
5 x1a
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BE PER
W
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0.065 TUBES 0 4" O.C.
0
11/2" X l"X 0.074 CONTINUOUS
TUBE BOT. RAIL
SOFFIT FRAMED COLUMN/
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116 W/ 4 -1/4" X 5" LONG LAG SCREWS
1- (E) ROOF SHT'G 0/ 2X ROOF RFTR, 4X POST FRAMED WALL EA. PLATE
2- E.N. 3 WHERE OCCURS
3- 2X BLOCKING (ALT.) 3"
4- 2X CONT. 'SHAPED'W/ 16d 0
6" O.C. TO BLOCK- OR- WITH
2- 16d NAILS TO EACH RAFTER
IN LIEU OF 2X „BLOCKING.
5- 2X RAFTER 'CALIFORNIA' 2- 2X STAR STRINGER
FRAMED OR FLOOR JOIST
n
6- PLYW'D SHT'G PER PLAN
Fir, 141 A
'CALIFORNIA' FRAMED STAIR GUARDRAIL
40 36 &QQF POSIT TO SEAM 28 24
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OWNER:
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714- 925 0433
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JOB DESCRIPTION:
5
1446 $0 FT ADDITION:
FIRST FLOOR ---
(LEGALIZE FAMILY Room,
ADD BATHROOM AND CLOSET
TO EXISTING GAME Room
FOR BEDROOM CONVERSION)
SECOND FLOOR ----
{ADD 3 BEDROOMS, 2 BATHS
AND I LOFT 8, BALCONY)
STRUCTURAL
DETAILS
DRAWN
AL
mr
CHECKED:
DATE:
JUN-13-04
JOB NO -
SHEET NUMBER:
D-2% I
•
THIS SYSTEM MAY BE USED TO
RIDGE CAP
ANC14OR A RIOT WATER HEATER
STUCCO 01 BL€ G.
PAPER
TWAT IS ADJACENT TO A WALL
3/4" PLYWOOD
TANK NEED TO BE BOLTED TO
TREADS 4 RISERS
T14E FLOOR AND THE ;EATER
Z' iSAR FLASt-I'Cs
HOOKED UP WITH A FLEXIBLE
6AS CONNECTION.
28 GAUGE GJ. PAN FLASHG
A
C ON ST. SLOG. PAPER
IF T HAS AN
S" MIN.
w/ S" LAP # CRIMP
�
NAILER
INSULATION BLANKET,
LEAVE IN PLACE
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ISL€a, PAPER a/
A
OR MORTAL FILL
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WASHER TO 2X4 STUD OR BLK.
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—
ROOF'G SEE
ROOF PLAN
APPROVED STEEL STRAPS
SNU6GLY WRAPPED
j
FRAM'G SEE
STF ICT.
AROUND TANK AND SNUG% SPACER
—PROVIDED
BETWEEN T14E
2x SILL, PLATE
-
WATER NEATER AND WALL
ATTACH TO STRINGER
w/ APPROVED CLIP AND
SWOTPIN 0 4" O.C. TO
SLAB
FRAM'G PER
STRUCT.
WATER HEATER
BRACING
13
SECTION STAIR STRINGIER
ROOF TO WALL
RIDGE
STUCCO a/ BLDG.
1
BLK'G W/ (3) - 2" DIA HOLES
TPLYWOODw/
TREADS � RISERS
PA PER 0/ 0.1. SREECs �
WEEP DOLES
2
W/ G.I. SCREEN BACK'G WHERE OCCURS.
KEEP INSULATION CLEAR ,<_ MIN,
LT. WT. CONCRETE TILE HER ELEVATION
1
0/ %30 FELT I. NDERLAYEMENT
=
P.T. C.F. SILL
°
SLAB Wt-IERE (
3.
2X RO.SO. FASCIA (SEE EXT. ELEV)
30°` MAX.
CURS
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4.
STUCCO EXTERIOR O/ SEE EXT. ELEV.
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BLD'G PAPER
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-SHIPLAP AT EXPOSED EAVES
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6
G.I. EDGE DRIP
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.OC, MA)<. w/APPROVED
— — � ____ ____
:E
7
8
INSULATION PER TITLE 24
STUD WALL PER PLANS
HANGERS�
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WHERE OCCURS
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PELF
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ENTRY SLAB
W/ CRIMPECJ ECX�ES
w/ 113 STL. TIES
'9124" O.C. MIN,
I" 60. U.I. VERTICAL
TO EXT. FV6.
SUPPORT ig 4'-0" MAX
<1
—
EASE PLATE W1(4) 3/8" 0 X 31.
TOP RAIL
$D
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LACE SCREWS
W/3a' x I I/2" x I/4" TIC.
° A
T. RAIL
W.I. PLATE WELDED AT END
WTR PLAN OEC `Cx
3/4" 60. W/ 3/8" 0 x 4" L. LAG LT
R PLAN
PICKETS 0I<
4" O.C. MAX
WALL CONNECTION
26 q Ga. cS.S.
FRAM CS PER
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DRIP FL ASI� G
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.
STRUCT.
PLASTER
EXTERIOR CaUARD AIL
ENTRY SLAB
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7
VALLEY FLASHING
WAANORAIL AS
SELECTED BY
_
OWNER w/ APRRV'D
STUCCO O/ ILL .
I/2 2 0
SUPPORTS TERMINATIWs
PAPER I
IN NEWEL OR
a
RAFTERS MUST PROVIDE
MIN.
SAFETY POST
PLY'D PLATFORM � REQ'D CLEARENCES. NO LINE
FOR FAU AND PASSAGEWAY CONTACT IS PERMITTED
: I
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120 sq, in, MIN.ATTIC
VENTILATION REQUIRED
FOR FAU, SEE EXTERIOR ELEVATIONS
VENT TRHU ROOF FOR F'AUI N THE ATTICS
2-/ 9A " SCREWS
SMALL BE A MIN. OF 5 FT. ABOVE THE
2�
HIGHEST VENT COLLAR WHICH IT SERVES
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-PRVIOE SOLID
SACKING
STRIP
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LEONEL & REYNA
DEL PILAR
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JOB DESCRIPTION:
x
3 1446 SO FT ADDITION:
a FIRST FLOOR ---
(LEGALIZE FAMILY ROOM,
,i ADD BATHROOM AND CLOSET
U TO EXISTING GAME ROOM
a FOR BEDROOM CONVERSION)
SECOND FLOOR ----
(ADD 3 BEDROOMS, 2 BATHS
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DRAWN
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CHECKED: , ----..--.---
-DATE: DATE: -� . �.
JUN-13-04
JOB NO:
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