HomeMy WebLinkAbout10148651.pdfATTIC VENTS AS REQUIRED
24"X12" HALF DOME DORMER VENTS
TOTAL VENTS MIN = 339/150 = 2,26 SF
ALL (E) DIMENSIONS SHOWN ARE APPROXIMATE, THE CONTRACTOR
SHALL VERIFY ALL (E) DIMENSIONS IN FIELD,
SECTION
SCALE: 1/4 = 1-O
2'-3!�x1i V6
i
4 Wf- Grr[
4t
w
r
t
--------------1
cc,
e
LEFT ELEVATION
SCALE: 1/8" * 1'-0"
-*
7--
FRIGHT ELEVATION UNDER -FLOOR VENTS AS REQUIRED
SCALE: 1/6" n 1'-0" 6"X14" VENTS W/ 1/4" CORROSION
RESISTANT METAL MESH
TOTAL VENTS MIN = 339/150 = 2,26 SF
ALL NEW HORS TO BE 4Xto U,N.O
36X48 SLIDER
1/8" STUCCO CEMENT
OVER 2-15* FELTS
TO MATCH EXISTING
STUCCO WEEP SCREED
W/ 3.511 FLANGE
4" ABOVE F.G. MIN,
S-2 12" X 24" CONT, FOOTINGS
W/ 2*4 T415 TYP,
r------------------- ---------- — --- --
av Q y NOTES-
C
v
a
PROJECT DATA
OWNER: VICTOR MARTINEZ
ADDRESS: 1110 S BAi<ER ST, SANTA ANA, CA 9210i
LEGAL DESCRIPTION: TRACT 603 el-K B LOT 4
APN- 013-012-05
DESIGNER: ARCHITECH DESIGN GROUP (Ve) 674-6034
JOB DESCRIPTION: ADD BEDROOMS, 2 BATHROOM
DEMO (E) BATA
BUILDING: OCCUPANCY; R-3
TYPE OF CONSTRUCTION: V-N
NO OF STORIES: I
FIRE ZONE: NO
CODES: CBC 2001, UBC IS91
CEC 2001, CMC 2001, CPC 2001,
TITLE 24 AND LOCAL AMENDMENTS
EXISTING AREA CSF):
DWELLING: 564 (2+1)
GARAGE, 360
PROPOSED ADDITION (SF): 339
TOTAL: 1,583
LOT SIZE: 6,'So
LOT COVERAGE. 1,583/6,150 = 23.45%
° t
D { 1, NEW GLAZED OPENINGS WILL BE LABELED TO INDICATE THE REQUIREMENTS OF TITLE 24 REPORT
d t
OR A CERTIFIED U-FACTOR OF 0,40 AND A SOLAR GAIN COEFFICIENT OF 0,35 PER PACKAGE D:
2, IN ALL BEDROOMS, DENS, LIBRARIES, OR SIMILAR ROOMS, WHICH CAN BE READILY USED AS A
SLEEPING ROOM, MUST HAVE AN EXTERIOR WINDOW FOR EMERGENCY EGRESS PER SLOG CODE,
NET CLEAR 5.1 SQ,IN,, A MINIMUM NET CLEAR 24 IN, OPENABLE HEIGHT AND 20 IN, NET CLEAR
OPENABLE DIMENSION WIDTH, AND A SILL HEIGHT NOT OVER 44 IN, ABOVE THE FLOOR
i 3, EXTERIOR LATH SHALL BE INSTALLED AS REQUIRED IN SECTION 1402,1 OF THE CBC 2001,
AND WHEN APPLIED OVER WOOD BASE SHEATHING SHALL INCLUDE TWO LAYERS OF GRADE "0" PAPER
4, ALL EXTERIOR STUCCO LATH SHALL BE NAILED W/ *11 GAUGE, IV2" LONG, 1/1&" HEAD, !4" THICK FUR NAILS,
STAPLES SHALL NOT BE ALLOWED
5, ALL EXTERIOR PENETRATION THROUGH EXTERIOR PAPER AND/OR LATH SHALL BE SEALED, (CAULKED)
b Via, BEDROOM BRANCH CIRCUITS WILL BE ARC FAULT CIRCUIT PROTECTED
<1
,
a r
,t
fi
i
r
k f
I
t
a 1
I
1
a 1
1
D t
s r
r
t
i
1
I
t
i
i
f
r
fi
-- ---- ------
f 1
t---------------------------..---------_-____ -------------
f �
f
r
,
t
,
{
r
F,J. +
fi
i
r
- l r
(
I
-4-4 {
f
- M 0 {
c9! �
t
0 {}�
(L t
i
(LL
pz
X
X
s i 11
4 ..
..f OL
1
1
f
1
,
1
1
1
!
i
t
I
F
s
f
t
,
t r
r
+ t
1
(E) RAISED FOUNDATIONS
1, THE FOUNDATION BOLTS SHALL BE 5/a" DIA, W/ 21-�2"x 2!6"x 44" PLATE WASHERS EMBEDDED
AT LEAST 1" INTO CONCRETE SPACED 4 NOT MORE THAN 9,'-0" APART,
2, A MINIMUM OF TWO ANCHOR BOLTS WILL BE PROVIDED FOR EACH PLATE LENGTH WITH ONE BOLT
LOCATED NO MORE THAN 12" OR LESS THAN -1 BOLT DIAMETERS FROM EACH END OF THE PIECE
.0 EFL 1 eE,3,. e, ` RR *, + Rt,, t:f% 0,
4P3
�,p c tt sc�<'��«n from tha a,,,��a c€ �, e •...ass �=„�aa�i, i..casa^�n�
" iy of s a,n" k kma.
The of x Nan 8, SHALL L NOT
bu^ + y$ t a`t. f C: kbto ti"iapProval of the 1010 I any
provisions 2 NY Dity Ordfinance cr State Law.
Accopted Cy
CITY OF SANTA ANA
Date Issued
.
41ECC.A'6 k 9IA6ODIM, ,
C
c
S
c
4
m
GARAGE
O
c'v
a-0 It
1
O
N
(E) 1-STORY SFD
`t
-
884 SF 2+1
}
St
�
f1
u�
4
0
m
1110 S. BAKER ST,
SITE FLAN
SCALE: 1" = 20'
EAVE, FASCIA AND SLOPE
TO MATCH EXISTING
CLASS S' ASPHALT SHINGLES
OVER 2-15* FELTS TO MATCH EXISTING
D C OVER 15/32" PLYWOOD COX 81 24/0
2X6 16" a.C. 2X6 W/80 ID ro;6:12 COMMON NAILS TYP,
X
N
1JL
S-2
2X6 16" O.C.
D
Q
,
0
ALL NEIU HDRS TO BE 4X6 U.N,O
--------------------- ------------------ -
CN) CALIFORNIA
,
(E) RIDGE
11
ROOF FLAN
SCALE: 1/0" - i'-0" Rv- c E I
An"I�t �t�311"1�78�6►t�
Assoc,
Res Iaant IaI
C0l1t' md3rC
Flans
p a r m I t s
Eno rgST-24
Now Construction
i2emodeling
Additions
56910 Kann Rd 0133
Agoura Hills, CA 31301
Tol: (818) 614-6034
Fax: (SOS) 202-iili
amitd�►IX,n+atcom.com
All drawings and written material
appearing herein constitute the
original and unpublished
work of the designer,
and may not be duplicated,
used or disclosed without
the written permission of the
designer or approved representative,
fv
U
I
>9
..�.
April 09, 2005 04:13 PM
SCALE AS SHOWN
DRAWNo�,
JOB
SHEET
4.dl.OS +
GENERAL NOTES:
I. PROVIDE SMOKE DETECTORS AS REQUIRED BY BLDG CODE. LOCATE IN
EACH SLEEPING ROOM AND AT A POINT CENTRALLY LOCATED IN EACH HALL OR AREA
GIVING ACCESS TO EACH SLEEPING AREA. SMOKE DETECTORS MUST BE HARDWIRED iN
NEW CONSTRUCTION W/BATTERY BACKUP AND AUDIBLE iN ALL SLEEPING AREAS. MAY BE
SOLELY BATTERY OPERATED IN EXISTING CONSTRUCTION.
2, PROVIDE LIGHT AND VENTILATION SCHEDULE FOR ALL ROOMS AS REQUIRED BY BLDG CODE,
PROVIDE EXTERIOR WINDOWS FOR ALL HABITABLE ROOMS WiTH AN AREA NOT
LESS THAN 10% OF THE FLOOR AREA OF THE ROOM, WITH A MINIMUM OF 10 SQUARE FEET. ONE HALF
THE AREA MUST BE OPEN ABLE. FANS WITH 5 AIR CHANGES PER HOUR VENTED DIRECTLY TO THE
OUTSIDE MAY BE USED IN BATHROOMS AND LAUNDRY ROOMS. FANS WiTH 2 AiR CHANGES PER HOUR
MAY BE USED FOR OTHER ROOMS,
3, ALL BEDROOMS, DENS, LIBRARIES, OR SIMILAR ROOMS, WHICH CAN BE READILY USED AS A
SLEEPING ROOM, MUST HAVE AN EXTERIOR WINDOW FOR EMERGENCY EGRESS PER BLDG CODE.
THIS WINDOW MUST HAVE AN OPEN ABLE AREA OF 5.1 SQUARE FEET WiTH A MINIMUM 20" WIDTH
AND A MINIMUM 24' HEIGHT. NOTE THAT A 20"X24" SPACE #S ONLY 3.33 S.F. WHICH 15 LESS THAN
THE 5.1 MINIMUM AREA.
WHEN WINDOWS ARE PROVIDED AS MEAN OF ESCAPE OR RESCUE THEY SHALL HAVE A FINISHED
SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR
4, ANY INDIVIDUAL PANE OF GLASS OVER 9 SQUARE FEET AND WITHIN 18" OF FLOOR SHALL BE
TEMPERED PER BLDG CODE
5, SIZE OF SHOWER STALL TO COMPLY WITH BLDG CODE, 1024 SQ, IN. MINIMUM INTERIOR AND
ENCOMPASSING 30" CIRCLE. DOOR SHALL SWING TO THE OUTSIDE.
6. WALL COVERINGS 0 NEW TUBS AND SHOWERS SHALL BE NON -ABSORBENT.
(CERAMIC TILE OR EQ.) 10" HIGH ABOVE DRAIN LEVEL.
1. SHOWER GLASS ENCLOSURE DOORS SHALL BE LABELED CATEGORY 11, WiTH ids" FULLY TEMPERED,
1/" LAMINATED OR OF AN APPROVED PLASTIC. DOOR SHALL HAVE A CLEAR WIDTH OF 22" AND
SHALL SWING OUTWARD.
8, NEW SHOWER AND TUB -SHOWER SHALL HAVE EITHER A PRESSURE BALANCE OR A
THERMOSTATIC MIXING VALVE.
S. ANY GLASS WITHIN 60" OF TUB OR SHOWER FLOOR MUST BE TEMPERED PER BLDG CODE.
10. NEW WATER CLOSETS (TOILETS) SHALL USE NO MORE THAN 1.6 GAL PER FLUSH,
11, A CORROSION RESISTANT WEEP SCREED WHICH WILL ALLOW TAPPED WATER TO DRAIN TO
THE EXTERIOR OF THE BUILDING IS REQUIRED AT OR BELOW STUCCO AT THE FOUNDATION
PLATE LINE A MINIMUM OF 4" ABOVE GRADE.
12, INTERIOR FINISH IN GROUP R3 OCCUPANCIES SHALL HAVE A MINIMUM FLAME SPREAD
CLASSIFICATION OF III EXCEPT IN THE KITCHEN, BATHROOMS AND GARAGES
13, WOOD MEMBERS EXPOSED TO WEATHER SHALL BE PRESSURE TREATED.
14, ATTIC ACCESS SHALL BE A MiN. OF 22"X30" WITH 30 INCH HEADROOM MiNIMUM
15. ALL EXTERIOR HOSE BIBS TO HAVE NON -REMOVABLE BACKFLOW PREVENTION DEVICES.
16, ALL DISHWASHER WASTE LINES SHALL BE PROVIDED WITH AN APPROVED AiR GAP
SEPARATION DEVICE.
11. A CORROSION RESISTANT WEEP SCREED 16 REQUIRED BELOW THE STUCCO A MINIMUM OF 4"
ABOVE EARTH OR 2" ABOVE PAVED AREA.
ELECTRICAL NOTES:
ALL ELECTRICAL TO BE INSTALLED CURRENT CEC CODE.
1, PROVIDE INTERIOR SWITCH AND EXTERIOR LIGHT iN THE VICINITY OF DOORS,
2. PROVIDE RECEPTACLE OUTLET 6' FROM OPENINGS AND 12' ON CENTER
3. PROVIDE AN OUTSIDE GFi, WATER PROTECTED RECEPTACLE OUTLET IF THE
EXISTING STRUCTURE DOES NOT HAVE ONE.
4, NEW BATHROOM OUTLETS TO BE GFCI WITH A SEPARATE 20 AMPS CIRCUIT,
5, PROVIDE SMOKE DETECTOR AS BY BLDG CODE, IN THE NEW AND EXISTING
BEDROOMS AND HALLWAYS SERVING SUCH ROOMS,
6, ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT, SINGLE PHASE 14 AND 20 AMPER
OUTLETS INSTALLED iN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN
ARC -FAULT CIRCUIT INTERRUPTER LISTED TO PROVIDE PROTECTION OF THE
ENTIRE BRANCH CIRCUIT.
1, LIGHT FIXTURE iN CLOTHES CLOSET SHALL BE SURFACE -MOUNTED INCANDESCENT
FIXTURE WiTH COMPLETELY ENCLOSED LAMP ON THE WALL ABOVE DOOR OR ON
CEILING WITH MIN 12" CLEAR TO STORAGE AREA.
8. FLUORESCENT GENERAL LIGHTING IS REQUIRED IN BATHROOM AND KITCHEN
A 40 LUMENS PER WATT EFFICIENCY LAMP IS REQUIRED
9. ALL RECEPTACLES AT KITCHEN COUNTER SHALL BE GFCI.
PROVIDE TWO MiNiMUM SEPARATE 20-AMP CIRCUITS TO KITCHEN APPLIANCES
10, LIGHT FIXTURES IN TUB OR SHOWER ENCLOSURES MUST HAVE LABEL
STATING "SUITABLE FOR DAMP LOCATIONS"
11, RECESSED CEILING FIXTURES MUST BE IC RATED
ENERGY NOTES:
COMPLY WITH 2O01 ENERGY EFFICIENCY STANDARDS /AB 910
ALL NEW GLAZING WINDOWS SHALL BE DUAL -GLAZED TYPE
1. PROVIDE R-30 INSULATION AT CEILING.
2, PROVIDE R-13 INSULATION AT EXTERIOR WALL
3, MAXIMUM AMOUNT OF WINDOWS iS 20% OF ADDITION AREA PLUS AREA
OF WINDOWS REMOVED BECAUSE OF THE ADDITION.
4. WINDOWS TO HAVE A U-VALUE OF 0,15 (DUAL PANE ALUM FRAME
WINDOWS ARE DEEMED TO MEET THIS U-VALUE)
5. ANY EAST OR WEST FACING WINDOWS MUST HAVE A MAXIMUM SHADING
COEFFICIENT OF 0,40, TO COMPLY USE WHITE VENETIAN BLINDS OR MiNI
BLINDS ON ANY EAST OR WEST FACING WINDOWS TO BE INSTALLED AT FINAL
INSPECTION, OR INSTALL WINDOWS WITH SHGC OF 0,40 (DUAL PANE LOW-E)
6, NO ELECTRIC SPACE HEATING ALLOWED
1, HEATERS MUST HAVE "AFUE" OF 169:0, A/C MUST HAVE "SEER" OF 10,0,
AUTOMATIC SETBACK THERMOSTATS ARE REQUIRED. HEAT PUMP
(FOR ADDITION ONLY) WITH "HSPF" OF 6,6 AND "SEER" 9.1 WILL COMPLY,
8. COMPLY WITH MANDATORY MEASURES ATTACHED (MF-1R).
S. GENERAL LIGHTING iN KITCHEN AND IN WATER CLOSET ROOM MUST BE FLUORESCENT.
ADDITIONAL TASK LIGHTING MAY BE INCANDESCENT AND MUST BE SWITCHED SEPARATELY.
10. CAULKING AND SEALANTS MUST BE USED iN THE BUILDING ENVELOPE AROUND WINDOWS
AND DOOR FRAMES: BETWEEN WALL SOLE PLATES AND FLOORS; BETWEEN WALL PANELS,
OPENINGS IN WALLS, CEILINGS, AND FLOORS FOR PLUMBING, ELECTRICITY AND GAS LINES;
OPENINGS IN ATTIC FLOORS. AND ALL OTHER OPENINGS IN THE BUILDING ENVELOPE.
i1. AUTOMATIC BACK DRAFT DAMPERS MUST BE INSTALLED IN EXHAUST DUCT SYSTEMS.
12. REPLACEMENT FOR AN (E) WATER HEATER TO BE STANDARD, NON -RECIRCULATING
50 GALLON (MAX) STORAGE GAS UNiT
MECHANiCAL NOTES:
1. A CIRCULATION AIR SUPPLY OPENING OR DUCT OF 2 SQ.IN, PER 1000 BTU iS REQUIRED FOR THE FAU.
2, EXHAUST DUCT MUST BE 4 INCHES IN DIAMETER AND LENGTH IS LIMITED TO 14 FEET WITH 2 ELBOWS,
THE DUCT LENGTH SHALL BE REDUCED BY 2 FEET FOR EVERY ELBOW IN EXCESS OF TWO,
3. DUCTS SHALL BE SiZED PER CHAPTER 6 OF THE MECHANICAL CODE
4, NEW OR REPLACED WATER HEATERS SHALL BE STRAPPED TO THE WALL IN TWO PLACES.
ONE IN THE UPPER i/3 OF THE TANK AND ONE IN THE LOWER 1/3 OF THE TANK.
THE LOWER POINT SHALL BE A MINIMUM OF 4 INCHES ABOVE THE CONTROLS
5, COMBUSTION AiR FUEL BURNING WATER HEATERS WILL BE PROVIDED IN ACCORDANCE WITH UFC
SECTION 501 AND TABLE 5-1. PROVIDE T AND P VALVE ON WATER HEATER AND PROVIDE ROUTE
OF DISCHARGE LINRE TO EXTERIOR. PROVIDE 2 STRAPS (ONE STRAP AT TOP i/3 OF THE TANK AND
ONE AT BOTTOM 1/3) - IF APPLICABLE.
6. PROVIDE HEATING TO PRODUCE THE REQUIRED MiN. ROOM TEMPERATURE OF 10 DEGREE FAHRENHEIT
3 FT. ABOVE FLOOR LEVEL.
1, MAXIMUM FLOW RATE STANDARDS SET BY THE CALIFORNIA ENERGY COMMISSION:
WATER CLOSETS :........... 116 GPM
SHOWERHEADS:.............2,2 GPM
LAUNDRY FAUCETS: ,..... 2.2, GPM
SiNK. FAUCETS:..............2,2 GPM
FURNACE AT ATTiC REQUIREMENTS:
1, DOUBLE JOISTS BELOW TO SUPPORT UNiT.
2, LEVEL PLATFORM 30" WIDE W/CATWALK
3, SEISMIC BRACES OR ANCHOR UNiT TO PLATFORM
4, LIGHT, SWITCH, OUTLET
5, CONDENSATE DRAIN SHALL TERMINATE AT AN APPROVED PLUMBING FIXTURE.
OVERFLOW CONDENSATE (SECONDARY) TO VENT OVER WINDOW OR V16I5LE LOCATION
6, 24" WIDE PASSAGEWAY OF SOLID CONT. FLOORING FROM SCUTTLE TO EQUIPMENT.
WITH LENGTH NOT TO EXCEED 20'
FIRE PROTECTION NOTES:
1, PROVIDE MINIMUM I HR, FIRE -RATED SEPARATION BETWEEN GARAGE AND HABITABLE AREAS
PROVIDE 5/8" TYPE-X G.W.B. ON ALL WALLS AND CEILING AND EXPOSED STRUCTURAL MEMBERS
2, APPLIANCES GENERATING A GLOW, SPARK, OR FLAME MUST BE AT LEAST 16 IN. ABOVE THE
FLOOR iN A GARAGE
3. U.L. LISTED WOOD BURNING FIRE -BOX. INSTALL UNIT AND VENT AS PER LISTING, MANUFACTURER'S
INSTRUCTIONS, AND ALL APPLICABLE CODES. ALL SOLID FUEL BURNING APPLIANCES MUST BE
E,P,A. PHASE ii CERTIFIED AND MEET CALIFORNIA ENERGY REQUIREMENTS.
4. DRYER SHALL BE VENTED THROUGH -ROOF OR WALL TO THE OUTSIDE AS PER MANUFACTURER'S
RECOMMENDATIONS -- PROVIDE BACK -DRAFT DAMPER (SCREEN NOT PERMITTED)
5. PROVIDE COMBUSTION AIR OPENINGS WITHIN 12 IN. OF FLOOR AND CEILING FOR
GAS BURNING EQUIPMENT.
6, FIREWALL CONTINUOUS TO UNDERSIDE OF ROOF DECK
SECURITY REQUiREMENTS
I. ALL ENTRY DOORS TO DWELLING UNITS OR GUEST ROOMS SHALL BE ARRANGED SO THAT THE OCCUPANT HAS A ViEW OF THE
AREA IMMEDIATELY OUTSIDE THE DOOR WITHOUT OPENING THE DOOR. SUCH VIEW MAY BE PROVIDED BY A DOOR VIEWER,
THROUGH WINDOWS LOCATED iN THE VICINITY OF THE DOOR OR THROUGH ViEW PORTS IN THE DOOR OR ADJOINING WALL. 91.6106
2. SCREENS, BARRICADES, OR FENCES MADE OF MATERIAL, WHICH PRECLUDE HUMAN CLIMBING, SHALL BE PROVIDED AT EVERY
PORTION OF EVERY ROOF, BALCONY, OR SIMILAR SURFACE, WHICH 18 WITHIN 8 FT. OF THE UTILITY POLE OR SIMILAR STRUCTURES. 91.6101
GENERAL CONSTRUCTION NOTES:
1, A SECURITY FENCE iS REQUIRED AROUND THE CONSTRUCTION ARE AND SHOULD BE INSTALLED
PRIOR TO EXCAVATION AND/OR FOUNDATION TRENCHING.
2, WATER SHALL BE PROVIDED ON THE SITE AND USED TO CONTROL DUST.
3. TEMPORARY TOILET FACILITIES SHALL BE PROVIDED ON SITE,
4. WHEN REQUIRED BY BUILDING OFFICIAL, LICENSED SURVEYOR SHALL ESTABLISH PROPERTY
LINES IN THE FIELD.
5, THE FINISH GRADE SHALL SLOPE A MIN. OF 296 TO A POINT 5 FEET FROM BUILDING FOUNDATION.
DRAINAGE WATER SHALL BE AWAY FROM STRUCTURE, MAINTAINING EXISTING DRAINAGE COURSE,
AND SHALL BE DIVERTED TO STREET AND WILL NOT BE PERMITTED TO GO INTO ADJACENT PROPERTY.
MINIMUM 29. AWAY FROM STRUCTURE. SHEET FLOW 296, SWALE M6,
6. DOWN -SPOUT DRAIN -PIPES TO BE PROVIDED, SLOPED TO DAYLIGHT
1. EXISTING GAS LINES SHALL BE REROUTED, iF ANY, AND SHALL NOT BE PERMITTED UNDER THE
PROPOSED ADDITION. NO GAS PIPINGS SHALL BE INSTALLED IN OR ON THE GROUND, UNDER ANY
BUILDING OR STRUCTURE,
ALL EXPOSED GAS PIPING SHALL BE KEPT AT LEAST 6 IN. ABOVE GRADE OR STRUCTURE.
8, NO TRENCHES OR EXCAVATIONS 5 FEET OR MORE IN DEPTH INTO WHICH
A PERSON 15 REQUIRED TO DECENT
S. SKYLIGHTS ARE TO BE GLAZED WITH TEMPERED GLASS ON OUTSIDE AND LAMINATED GLASS ON
INSIDE (UNLESS PLEXiGLAS), GLASS TO HAVE MAXIMUM CLEAR SPAN OF 25 INCHES AND FRAME IS
TO BE ATTACHED TO A 2x CURB WITH A MINIMUM OF 4 INCHES ABOVE ROOF PLANE
DOORS:
1, WOOD FLUSH -TYPE DOORS SHALL BE 1 3/8" THICK MINIMUM WiTH SOLID CORE CONSTRUCTION. 91.6109,1 - DOORSTOPS OF IN -SWINGING DOORS
SHALL BE OF ONE-PIECE CONSTRUCTION WITH THE JAMB OR JOINED BY RABBET TO THE JAMB. 91,6109.4
2. ALL PIN -TYPE DOOR HINGES ACCESSIBLE FROM OUTSIDE SHALL HAVE NON -REMOVABLE HINGE PINS. HINGES SHALL HAVE MIN %4: DIA.
STEEL JAMB STUD WITH 44" MiN. PROTECTION. THE STRIKE PLATE FOR LATCHES AND HOLDING DEVICE FOR PROJECTING DEAD BOLTS IN WOOD
CONSTRUCTION SHALL BE SECURED TO THE JAMB AND THE WALL FRAMING WITH SCREWS NO LESS THAN 2-1/2" LONG. 91,6109,5, 91,6109,1
3. PROVIDE DEAD BOLTS WiTH HARDENED INSERTS: DEADLOCKING LATCH WiTH KEY -OPERATED LOCKS ON EXTERIOR. LOCKS MUST BE OPEN
ABLE FROM INSIDE WITHOUT KEY, SPECIAL KNOWLEDGE OR SPECIAL EFFORT (LATCH NOT REQUIRED IN B, F AND S OCCUPANCIES, 91,6109.2)
4. STRAIGHT DEAD BOLTS SHALL HAVE A MiN THROW OF 1" AND AN EMBEDMENT OF NOT LESS THAN 5/8", AND A HOOK -SHAPED OR AN
EXPANDING -LUG DEADBOLT SHALL HAVE A MINIMUM THROW OF 94", 9L614g.2
5, THE USE OF A LOCKING SYSTEM WHICH CONSISTS OF A DEADLOCKING LATCH OPERATED BY A DOORKNOB AND A DEADBOLT OPERATED BY
A NON -REMOVABLE THUMB TURN WHICH iS INDEPENDENT OF THE DEADLOCKING LATCH AND WHICH MUST BE SEPARATELY OPERATED, SHALL
NOT BE CONSIDERED AS A SYSTEM WHICH REQUIRE SPECIAL KNOWLEDGE OR EFFORT WHEN USED iN DWELLING UNITS. THE DOORKNOB AND
THE THUMB TURN, WHiCH OPERATES THE DEADBOLT, SHALL NOT BE SEPARATED BY MORE THAN 8 INCHES,
6, WOOD PANEL TYPE DOORS MUST HAVE PANELS AT LEAST 9/16 iN, THICK WITH SHAPED PORTIONS NOT LESS THAN 1/4 IN. THICK AND
INDIV#DUAL PANELS MUST BE NO MORE THAN 300 SQ. IN, IN AREA. MULLIONS SHALL BE CONSIDERED A PART OF ADJACENT PANELS EXCEPT
MULLIONS NOT OVER 18 INCHES LONG MAY HAVE AN OVERALL WIDTH OF NOT LESS THAN 2 INCHES. STILES AND RAILS SHALL BE OF SOLID LUMBER IN
THICKNESS WITH OVERALL DIMENSIONS OF NOT LESS THAN 1 3/8 INCHES AND 3 INCHES iN WIDTH, 91.6109,1 ITEM 2
1, SLIDING DOORS SHALL BE EQUIPPED WITH LOCKING DEVICES AND SHALL BE 80 CONSTRUCTED AND INSTALLED THAT THEY REMAIN INTACT AND
ENGAGED WHEN SUBJECTED TO THE TESTS SPECIFIED IN 91,6111.1
8. METAL OR WOODEN OVERHEAD OR SLIDING DOORS SHALL BE SECURED WITH A CYLINDER LOCK, PADLOCK WITH A MiN. 9/32" DIAMETER HARDENED
STEEL SHACKLE AND BOLTED, HARDENED STEEL HASPS, METAL SLIDE BOARD, BOLT OR EQUIVALENT DEVICE UNLESS SECURED ELECTRICALLY OPERATED. 91,6111
GLAZING:
1. GLAZED OPENINGS WITHIN 40" OF THE DOOR LOCK WHEN THE DOOR 15 IN THE CLOSED POSITION, SHALL BE FULLY TEMPERED GLASS OR APPROVED BURGLARY
RESISTANT MATERIAL, OR SHALL BE PROTECTED BY METAL BARS, SCREENS OR GRILLS HAVING A MAXIMUM OPENING OF 2", THE PROVISIONS OF THIS SECTION SHALL
NOT APPLY TO VIEW PORTS OR WINDOWS WHICH DO NOT EXCEED 2" IN THEIR GREATEST DIMENSIONS. 91.6113
WINDOWS:
1. LOUVERED WINDOWS SHALL BE PROTECTED BY METAL BARS OR GRILLS WITH OPENINGS THAT HAVE AT LEAST ONE DIMENSION OF 6" OR LESS, WHICH ARE
CONSTRUCTED TO PRECLUDE HUMAN ENTRY. 91,6115.3
2, OTHER OPEN ABLE WINDOWS SHALL BE PROVIDED WITH SUBSTANTIAL LOCKING DEVICES. iN B, F, M AND S OCCUPANCIES, SUCH DEVICES SHALL BE GLiDE BARS,
BOLTS, CROSSBARS, AND/OR PADLOCKS WITH MINIMUM 9/32" HARDENED STEEL SHACKLES AND BOLTED, HARDENED STEEL HASPS. 91.6115.2
3. SLIDING WINDOWS SHALL BE EQUIPPED WITH LOCKING DEVICES AND SHALL BE 50 CONSTRUCTED AND INSTALLED THAT THEY REMAIN INTACT AND ENGAGED WHEN
SUBJECTED TO THE TESTS SPECIFIED IN 91,6111.2
4. ANY RELEASE FOR METAL BARS, GRILLS, GRATES OR SIMILAR DEVICES CONSTRUCTED TO PRECLUDE HUMAN ENTRY THAT ARE INSTALLED SHALL BE LOCATED ON
THE INSIDE OF THE ADJACENT ROOM AND AT LEAST 24 INCHES FROM THE CLOSEST OPENING THROUGH SUCH METAL BARS, GRILLS, GRATES OR SIMILAR DEVICES
THAT EXCEEDS TWO INCHES IN ANY DIMENSION,
1/4" DIA. x 5" LAG SCR
FLEXIBLE WATER C CTIONS
NOTE I
ENCIRCLING T FROM BOTH SIDES
WATER PEA GYPSUM W OARD
-- HOLD TIG WOOD 2x4 GER
TO GYP. BD.
N0000o 0 0 1/4" DlA. 'LAG SCREW WITH
o WASH
NOTE
II
II
II
ii
*---- F BLE WATER CONNECTIONS
II
I I
1 I
OOD 2x4 LEDGER
I 1
PROVIDE MIN,
R-12 HWH iNSUL. NOTE 1
BLANKET
I I - ENCIRCLING TANK FROM BOTH SIDES
I 1 1 1
l i i i
i 1 i I
WOOD 2x4 LEDGER
i i I
i I
t•l i
i■I 1■
i i i 1
it "I
' LEX#BLE GAS CONNECTION
i i 1 1
i i I I
i l i l
i i i 1
A NOR WATER HEATER TO
I i I
BA -- BASE TO FLOOR
I I I 1
i i i 1
APPL NOES GENERATING A
f t i 1
GLOW, ARK, OR FLAME MUST
BE AT L ST 18 IN. ABOVE THE
FLOOR I GARAGE
- ------------- ..----_----------1------
TiON
PROVID OMBUSTION AIR OPENINGS WITHIN 12 IN, OF
FLOOR D CEILING FOR GAS BURNING EQUIPMENT.
WATER ATER SHALL BE PROVIDED WITH A TEMP ERAT
AND SSURE RELIEF VALVE HAYING AFULL-SIZED DRA
OF `VANIZE0 STEEL OR HARD DRAWN COPPER TO THE
OUT `E OF THE BUILDING WITH THE END OF THE PIPE NOT
M THAN 2 FT, OR LESS THAN 6 IN, ABOVE THE GRADE,
P TING DOWNWARD, THE TERMINAL END BEING THREADED,
E 1: USE APPROVED STRAP KIT U1/ STEEL
i/24 E.M.T U1/ 1/4" LAGS 4 T1-1RU BOLTS
WATER HEATER SUPPORT 4 DETAILS
NOT TO SCALE
rb-ON110e�-c
FURNACE IN ATTiC
t
AOOO
Amit Ds.mbekG
4 ABsoc,
Residential
CommeraIaI
Plans
permits
Energ9T-24
New Construction
Remodeling
Additions
5612►9 Kanan Rd 0133
Agoura Hilts, CA S1301
Tel: (818) 614-6034
amiWON'netcom,com
0 ARCHITECW DESIGN GROUP INC. 2004
All drawings and written material
appearing herein constitute the
original and unpublished
work of the designer,
and may not be duplicated,
used or disclosed without
the written permission of the
designer or approved representative,
REV *'1: 06-06-04
REV 02: 08-22-04
REV *3: 09-08-04
REV 04: 10-01-04
V!
z
lu
z
Uj
F_: .,
w't
DOTE 204
SCALE AS 64P,O�1N
DRAWN
J05
,_SHEET
N�l
ENER NOTES
IMPORTANT NOTES FOR CONTRACTORS:
BEARING WALL: STUDS CANNOT BE NOTCHED MORE THAN 25% OF THEIR WIDTH. BORED HOLES CANNOT HAVE A DIAMETER GREATER THAN
4090 OF THE STUD'S WIDTH,
SOIL: TYPE OF SOIL AND BEARING VALUE AS PER SOIL REPORT (1000 PSF iF SUCH REPORT 16 UNAVILABLE).
PLYWOOD DIAPHRAGMS: PRODUCT STANDARD PS 1-95, DOUGLAS FIR -LARCH, STRUCTURAL (OR CDX).
WOOD FRAMING MEMBERS: GRADE AND SPECIES OF ALL LUMBER "MUST BE GRADE MARKED".
GLUE LAM BEAMS: "GLB MUST BE FABRICATED IN LA CITY BLDG. DEPT. LICENSED SHOP".
FIELD WELDING: TO BE DONE BY CERTIFIED WELDER BY THE LA CITY BUILDING DEPT. FOR
(STRUCTURAL STEEL) (REINFORCING STEEL) (LIGHT GAGE STEEL).
CONTINUOUS INSPECTION BY A DEPUTY INSPECTOR IS REQUIRED,
STEEL: STRUCTURAL STEEL ASTM 436, STRUCTURAL PIPE ASTM A53 GO B, TUBING ASTM ASOi. REINFORCING BARS ASTMS A 615,
SHOP WELD: MUST BE PERFORMED IN A LA CITY BLDG DEPT LICENSED FABRICATOR'S SHOP.
CONCRETE: STANDARD 2500 PSI CONCRETE. (3000 PSI MiN, FOR GRAD BEAMS AND CAISSONS).
CONTINUOUS INSPECTION: BY A DEPUTY INSPECTOR IS REQUIRED FOR ALL CONCRETE DESIGNED WiTH F'C GREATER THAN 2500 PSI.
L.A. BLDG, DEPT, LICENSED FABRICATOR: 16 REQUIRED FOR: GLULAM BEAMS STRUCTURAL STEEL
CONTINUOUS INSPECTION: BY A DEPUTY INSPECTOR 15 REQUIRED FOR: ALL EPDXY WORK,
ALL FOUNDATION SILLS: SHALL BE PRESSURE TREATED.
ALL NAILING: SHALL UTILIZE COMMON NAILS.
PLATE WASHERS: SHALL BE USED WITH ALL ANCHOR BOLTS, AND HOLDOWNS FOR:
5/8" BOLTS USE 2.5" X Z5" X /a" WASHERS
3/4" BOLTS USE 2,15" X 5,6" WASHERS
1/8" BOLTS USE 3" X 3" X 3/8" WASHERS
ALL HOLDOWNS ANCHORS NUTS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING.
"ALL BOLT HOLES SHALL BE DRILLED 1/32" TO i/16" OVERSIZED"
"SOLID BLOCKING SHALL BE PROVIDED AT ALL HORIZONTAL JOINTS OCCURRING IN BRACED WALL PANELS".
ALL FOUNDATION SILLS SHALL BE PRESSURE TREATED, OR FOUNDATION GRADE MEMBERS,
PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL BEARING PARTITIONS.
GENERAL
i, ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO
SIMILAR SITUATION ELSEWHERE UNLESS OTHERWISE NOTED. NOTES AND DETAILS ON DRAWINGS TAKE PRECEDENCE
OVER GENERAL NOTES AND TYPICAL DETAILS.
2. iN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETAILS ON THE DRAWINGS.
3. SEE DRAWINGS FOR DOORS, WINDOWS, NON -BEARING INTERIOR AND EXTERIOR WALLS, ELEVATIONS, SLOPES, STAIRS, CURBS,
DRAINS, DEPRESSIONS, RAILINGS, WATERPROOFING, FINISHES, ETC,
4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SiTE AND SHALL REPORT ANY DISCREPANCIES TO
THE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK AND MATERIALS INCLUDING
THOSE FURNISHED BY SUB -CONTRACTORS.
5. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL
BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/DESIGNER AND/OR THE STRUCTURAL ENGINEER BEFORE PROCEEDING WITH
ANY OF THE WORK INVOLVED.
ro. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE GOVERNING BUILDING CODE.
1. ALL ASST. DESIGNATIONS SHALL BE AS AMENDED TO DATE UNLESS OTHERWISE NOTED.
8, ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH DESIGN.
8, REFER TO THE SPECIFICATIONS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES OR THE STRUCTURAL ENGINEER
WHERE APPLICABLE.
10. CONTINUOUS (OR SPECIAL) INSPECTION SHALL MEAN INSPECTION DONE CONTINUOUSLY BY A REGISTERED DEPUTY INSPECTOR
CURRENTLY LICENSED BY THE CITY OR GOVERNING AGENCY.
11, THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY AND IN AND AROUND THE JOB SITE AND/OR ADJACENT PROPERTIES.
12. SHOP DRAWINGS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT, ARCHITECT/DESIGNER AND STRUCTURAL ENGINEER PRIOR
TO FABRICATION WiTH SUFFICIENT TiME FOR REVIEW OF DESIGN INTENT (MINIMUM OF 10 WORKING DAYS).
13. DURING AND AFTER CONSTRUCTION, BUILDER AND/OR OWNER SHALL KEEP LOADS ON STRUCTURE WITHIN THE LIMITS OF DESIGN LOADS.
14, PROVIDE DRAINAGE AT THE BASE OF RETAINING WALLS AND AT THE BASE OF ALL BASEMENT WALLS. SEE DETAILS.
15, THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY IN AND AROUND THE JOB SiTE AND/OR ADJACENT PROPERTIES.
16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING AND SHORING ALL EXCAVATIONS, TEMPORARY AND EXISTING STRUCTURES,
AND PARTIALLY COMPLETED PORTIONS OF THE WORK TO ASSURE THE SAFETY OF ANY PERSON COMING iN CONTACT WITH THE WORK,
11. THE CONTRACTOR SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE PROPER ALIGNMENT OF THE STRUCTURE AFTER THE INSTALLATION
OF ALL STRUCTURAL AND FINISH MATERIALS.
I8. CONTRACTOR SHALL NOTIFY ADJACENT PROPERTY OWNERS, IN WRITING, OF HIS INTENTION TO START THE WORK, AND THAT AN EXCAVATION
WILL BE MADE, A MINIMUM OF 10 DAYS, BEFORE THE START OF WORK SO THAT PROPERTY OWNERS MAY PROTECT THEIR PROPERTY.
CONCRETE
CONCRETE
CONDITIONS
CONCRETE F'c A 28 DAYS
STEEL REINFORCEMENT
Fy (YIELD) PSi
CONTINUOUS INSPECTION
REQUIRED
CONT. FOOTINGS
250o
60,000
NO
ISOLATED PADS
3,000
60,000
YES
GRADE BEAMS
3,000
60,000
YES
NOTE: A HIGHER GRADE OF CONCRETE MAY BE SUBSTITUTED FOR THOSE SHOWN ABOVE, BUT WILL BE SUBJECT TO THE CODE
REQUIREMENTS OF THE HiGHER RATE.
1. CEMENT SHALL CONFORM TO ASTM C150, TYPE II. (U.N.O.)
2. HARD ROCK AGGREGATE SHALL CONFORM TO ASTM C33, THEiR MAXIMUM SIZE SHALL BE 1 INCH FOR FOOTINGS, CAISSONS
AND GRADE BEAMS AND i INCH FOR ALL OTHER WORK. PEA GRAVEL SHALL NOT BE USED WITHOUT WRITTEN PERMISSION OF ENGINEER.
3. LIGHTWEIGHT AGGREGATES (CONFORM TO ASTM C330) SHALL BE APPROVED AND THEIR MAXIMUM SIZE SHALL BE 1/2" INCH.
4. CONCRETE COVER OVER REINFORCING SHALL BE AS FOLLOWS. (U.N.O.)
A) POURED AGAINST EARTH 3 INCHES CLEAR
B) EXPOSED TO EARTH, BUT POURED AGAINST FORMS 2 INCHES CLEAR
C) MAIN BARS IN COLUMNS AND BEAMS 2 INCHES CLEAR
D) STRUCTURAL SLAB i INCH CLEAR
Fa WALLS 1 1/2 CLEAR
F) SLABS ON GRADE AT CENTER
5. ALL REINFORCING SHOWN CONTINUOUS SHALL BE LAPPED 36 DIAMETERS AT SPLICES AND SHALL BE MADE AWAY FROM
POINTS OF MAXIMUM STRESS. MINIMUM LAP SHALL BE 24" LONG,
6. ALL REINFORCING STEEL, DOWELS AND ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO
POURING CONCRETE.
1, CONTINUOUS INSPECTION IS REQUIRED FOR ALL CONCRETE IN EXCESS OF 2,00 PSi. (U.N.O.)
S. ANCHOR BOLTS SHALL BE EMBEDDED INTO CONCRETE PER U.B.C. TABLE 26-G, (U.N,O.)
S. DIMENSIONS ARE NOT FURNISHED TO SIMPSON "HAD" OR "PA" TYPE HOLDOWNS. IT is THE RESPONSIBILITY OF THE
CONTRACTOR'S SUPERINTENDENT, THE FRAMING CONTRACTOR AND THE CONCRETE CONTRACTOR TO LOCATE THESE
ANCHORS iN THE EXACT LOCATION. REFER TO DETAILS FOR PROPER INSTALLATION. SEE STRUCTURAL AND PLANS.
10, A STATEMENT OF MIX DESIGN SHALL BE MADE FOR CONCRETE DESIGNED BY METHOD 1, THE AVERAGE TRIAL BATCH
STRENGTH SHALL EXCEED THE SPECIFIED STRENGTH F'C BY 259. OR 900 PSI, WHICHEVER iS THE LEAST.
11, BEFORE CONCRETE iS POURED, CHECK WITH ALL TRADES TO UNSURE PROPER PLACEMENT OF ALL OPENINGS, SLEEVES,
CURBS, CONDUITS, BOLTS, INSERTS, ETC, RELATING TO WORK,
12, ONLY ONE KIND OF CONCRETE SHALL BE POURED ON THE JOB AT ONE TIME.
13, ALL SLEEVES NOT SPECIFICALLY SHOWN ON THE DRAWINGS SHALL BE LOCATED BY THE TRADES INVOLVED AND SHALL
BE APPROVED BY THE ENGINEER.
14, DRYPACK CONCRETE SHALL BE ONE PART PORTLAND CEMENT AND ONE PART SAND, WITH SUFFICIENT WATER TO ALLOW
A SMALL AMOUNT OF PASTE TO COME TO THE SURFACE.
15. CONCRETE GROUT SHALL BE NON -SHRINKING WIT SUFFICIENT WATER To ALLOW POURING ULTIMATE COMPRESSIVE STRENGTH (F'C)
AT 28 DAYS SHALL EQUAL 2,000 PSI.
16, MIX THAT PRODUCES LOWEST SLUMP COMPATIBLE WITH PROPER PLACEMENT SHALL BE USED. THE MAXIMUM CONCRETE SLUMP
SHALL BE 3 INCHES PLUS OR MINUS 1 INCH FOR SLABS ON GRADE AND 4 INCHES PLUS OR MINUS I INCH FOR ALL OTHER WORK,
11, THE STRUCTURAL ENGINEER iF OTHER THAN SHOWN ON PLANS MUST APPROVE LOCATION OF CONSTRUCTION OR POUR JOINTS.
18, NO PIPES OR DUCTS EXCEEDING ONE-THIRD THE SLAB OR WALL -THICKNESS SHALL BE PLACED IN STRUCTURAL CONCRETE
UNLESS SPECIFICALLY DETAILED. SEE THE MECHANICAL AND/OR ELECTRICAL DRAWINGS TO LOCATION OF SLEEVES THROUGH
WALLS AND FLOORS,
IS. REFER TO DRAWINGS FOR MOLDS, GROOVES, ORNAMENTS, CLIPS OR GROUND REQUIRED TO BE CAST IN CONCRETE AND SLAB
DEPRESSIONS,
20. REMOVAL OF FORMS: SUPPORTING VERTICAL SURFACES - MINIMUM 2 DAYS - SUPPORTING HORIZONTAL SURFACES MINIMUM 14 DAYS (U.N.O.).
SEE SLAB -SHORING NOTES.
21. MAXIMUM WEIGHT OF LIGHTWEIGHT CONCRETE SHALL NOT EXCEED Ito PSF,
22, CONTRACTOR TO PROVIDE STRUCTURAL ENGINEER WITH RESULTS OF CONCRETE COMPRESSION TESTS, WITHIN 24 HOURS OF TESTING. TESTING
LABORATORY To FAX/MAIL TEST RESULTS DIRECTLY TO STRUCTURAL ENGINEER.
REINFORCING STEEL:
1. REINFORCING STEEL SHALL BE NEW STOCK DEFORMED BARS CONFORMING TO ASTM A615 AS FOLLOWS UNLESS OTHERWISE SHOWN:
A) M 3 BARS AND SMALLERGR40
B) A 4 BARS AND LARGERGR60
2. ELECTRIC WELDED WIRE MESH SHALL CONFORM TO ASTM Ai65 (EXCEPT AT SLABS ON GRADE WHICH MAY BE GR40),
3, ALL BARS SHALL BE FREE OF LOOSE AND FLAKY RUST AND SCALE, GREASE, OR OTHER MATERIALS WHICH MIGHT AFFECT OR IMPAIR BOND.
4, ALL BENDS TO BE MADE COLD,
5, DO NOT WELD GRADE 60 REINFORCING UNLESS SPECIAL APPROVAL IS OBTAINED FROM STRUCTURAL ENGINEER.
FRAMING LUMBER:
1, FRAMING LUMBER SHALL BE DOUGLAS FIR -LARCH 02 UNLESS NOTED OTHERWISE, AND GRADE MARKED PER WCLB SPECIFICATION,
2, STRUCTURAL PLYWOOD SHALL BE DOUGLAS FIR CONFORMING TO COMMERCIAL STANDARDS PSI-35, STRUCTURAL i EXTERIOR TYPE
GRADE C-D.
3. NAILING SHALL CONFORM TO SECTION 25 OF THE U.B.C. UNLESS OTHERWISE NOTED, GRADE STAMPED APA. SUBSTITUTIONS FOR FRAMING
HARDWARE SHALL NOT BE USED, UNLESS APPROVED.
4, USE DOUBLE JOISTS UNDER WALLS OR PARTITIONS PARALLEL TO JOISTS. SOLID BLOCKING UNDER WALLS OR PARTITIONS MUST BE
PERPENDICULAR TO JOISTS.
5. MAX. MOISTURE CONTENT SHALL NOT EXCEED 1139 FOR ALL STRUCTURAL MEMBERS.
6, PROVIDE WASHERS UNDER HEADS t NUTS OF ALL BOLTS # LAG SCREWS BEARING ON WOOD,
1. BOLTHOLES MUST BE NOMINAL DIAMETER OF BOLTS PUS I/16' UNLESS OTHERWISE NOTED.
8. FRAMING LUMBER SIZED 6X AND BIGGER SHALL BE 01 UNLESS NOTED OTHERWISE,
Nje)=A.
1, CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING THE STRUCTURE,
2, USE 15/32" CDX STRUCTURE 11, PLYWOOD WiTH 8-D NAILS AT ro"/12" O,C., FOR ROOF DIAPHRAGM. USE COMMON NAILS ONLY.
PANEL INDEX 32/fro. BLOCKING NOT REQUIRED (U.N,O,)
3, USE 5/8" CDX STRUCTURE 11 PLYWOOD, T4G OR BLOCKED, WITH 10-0 NAILS AT 6"/10" oz., FOR FLOOR DIAPHRAGM,
USE COMMON NAILS ONLY. PANEL INDEX 32/16 GLUE PLYWOOD TO FLOOR.
4. ALL SHEAR PANELS SHALL BE CONSTRUCTED A SHEATHED CONTINUOUSLY BETWEEN LATERAL RETRAINED POINTS
(I.E. ROOF/FLOOR DIAPHRAGM), (U.N.O.)
5. USE LUMBER GRADE DF * 2 FOR MEMBER S HAVING NOMINAL WIDTH OF 2" OR 4" MAXIMUM, (U.N.O.)
6. USE LUMBER GRADE DF " 1 FOR MEMBERS HAVING NOMINAL WIDTH OF 6" OR MORE (U.N.O.)
1, USE APPROVED JOiST BEAM HANGERS, POST CAPS/BASES AT ALL NEW CONSTRUCTIONS (U.N.O.)
8. USE NORMAL WEIGHT CONCRETE WITH:
FC'- 2,500 PSI AT 28 DAYS, FOR SLAB AND CONVENTIONAL FOOTINGS.
FC' = 3000 PSi AT 28 DAYS FOR GRADE BEAMS AND PILES WITH CONTINUOUS INSPECTION. (TYPE V CONCRETE).
S. USE ASTM GRADE 60 FOR REINFORCING BARS, EXCEPT M 3 TIES (USE GRADE 40),
10. ALL OFF -SITE WELDING SHALL BE DONE iN AN APPROVED t CERTIFIED FABRICATOR'S SHOP, A LICENSED WELDER,
WiTH CONTINUOUS INSPECTION, SHALL DO ALL ON -SITE WELDING. (GALVANIZED WHERE EXPOSED).
It. HOLD DOWN SPECIFICATIONS SHALL BE AS PER THE LATEST APPROVED ISSUE OF SIMPSON CATALOG OR EQUAL,
ALSO, HOLD DOWN HARDWARE MUST E SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION.
12, ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING FACE GRAIN OF PLYWOOD SHALL BE
PERPENDICULAR TO SUPPORTS.
13. iN CASE OF DISCREPANCIES IN THESE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD PRIOR
TO COMMENCING ANY CONSTRUCTION.
TIMBER NAILING SCHEDULE:
JOISTS TO SILL OR GIRDER (TOE)
BRIDGING TO JOIST (TOE)
I X SUB FLOOR TO JOISTS
2 X SUB FLOOR TO JOISTS (FACE)--------
---------------2-16D
PLATE TO JOISTS OR BLOCKING (FACE) ---
-------------i6D troll
STUD TO PLATE (END) -------------------------------------2-16D
TOP PLATES - SPIKED TOGETHER (FACE) -------
--------- iroD ® 24"
TOP PLATES - LAPS (FACE) 4'- 0" MINIMUM
----------------10 -16D
CEILING JOISTS TO PLATE (TOE) _________�____
CEILING JOISTS LAPS 3 PARTITIONS—_------------------------3-16D
CEILING JOISTS TO PARALLEL RAFTERS (FACE)
RAFTER TO PLATE (TOE)---------------------»--«_---«---«---------3-16D
BUILT-UP CORNER STUDS (FACE)
24"
GLUE -LAM BEAMS:
1, A LICENSED FABRICATOR PER WCLA, AITC AND U.B.C. REQUIREMENTS SHALL FABRICATE GLUE -LAM MEMBERS.
2. FABRICATOR TO PROVIDE A CERTIFICATE OF INSPECTION TO GENERAL CONTRACTOR.
3. CUTTING, NOTCHING OR DRILLING OF GLUE -LAM ONLY WiTH THE APPROVAL OF STRUCTURAL ENGINEER. LUMBER SPECIES TO BE
DOUGLAS FiR, COMBINATION 24F - V4, FB-2,400, FV-165, FC-383 AT TOP, FC- 450 AT BOTTOM, E-1000,000 UNLESS NOTED OTHERWISE ON PLANS,
4, PROVIDE TENSION LAMINATIONS AT BOTTOM OF BEAMS AND AT TOP OF CONTINUOUS BEAMS OVER COLUMNS UNLESS OTHERWISE NOTED.
5, MOISTURE CONTENT PER PS 56-13.
6. SCARF PER PS 56-13 (FINGER TYPE).
1, LAMINATIONS TO BE 1 1/2 INCHES,
S. GLUE LAMINATED BEAMS TO BE INSPECTED DURING FABRICATION BY AN APPROVED TESTING LABORATORY, EACH BEAM TO E STAMPED
WITH AN IDENTIFYING NUMBER. BEAMS ARE NOT TO BE ERECTED UNTIL CERTIFICATION OF INSPECTION FROM TESTING LAB HAS BEEN
APPROVED BY THE BUILDING DEPARTMENT,
S, SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW TO ARCHITECT/DESIGNER AND STRUCTURAL ENGINEER.
STRUCTURAL STEEL:
1, ALL STRUCTURAL MISCELLANEOUS STEEL SHALL CONFORM TO ASTM A-36 AND SHALL BE FABRICATED AND ERECTED IN
ACCORDANCE WITH THE A.LS.C. SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR
BUILDINGS. LATEST EDITION. SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION.
2, PiPE COLUMNS SHALL CONFORM TO ASTM A-53, GRADE B, UNLESS OTHERWISE NOTED ON PLANS.
3. BOLTED CONNECTION SHALL BE HIGH STRENGTH BOLTS, CONFORMING TO ASTM A-325, WHERE SPECIFICALLY NOTED.
MACHINE BOLTS MUST CONFORM TO ASTM A-3091, UNLESS OTHERWISE NOTED.
4. BOLTS SHALL CONFORM TO ASTM A-301 UNLESS OTHERWISE NOTED.
5. WELDING: ALL WELDING MUST COMPLY WITH ASW SPECIFICATIONS AND MUST BE DONE BY CERTIFIED WELDERS AS REQUIRED BY
THE DEPARTMENT OF BUILDING AND SAFETY. ALL WELDING MUST BE DONE BY ELECTRIC ARC PROCESS AND SHALL BE PERFORMED
WITH APPROVED ELECTRODES, AS REQUIRED PER CODE. WELDS ARE DESIGNED FULL STRESS t MUST BE DONE iN THE SHOP OF
A LICENSED FABRICATOR.
6, HELD WELDS ARE DESIGNED AT HALF STRESS. NO CONTINUOUS INSPECTION IS REQUIRED, UNLESS NOTED OTHERWISE.
1. ALL WELDING OFF SiTE SHALL BE DONE iN AN APPROVED FABRICATOR SHOP,
8. LICENSED FABRICATOR IS REQUIRED FOR ALL STEEL WORK.
e. ALL MEMBERS EXPOSED TO WEATHER SHALL BE GALVANIZED,
EXPANSIVE SOIL REQUIREMENTS:
IF SOIL IS FOUND TO BE EXPANSIVE, THE FOOTINGS MUST MEET THE FOLLOWING MINIMUM REQUIREMENTS:
1. DEPTH OF FOOTINGS BELOW THE NATURAL AND FINISH GRADES SHALL NOT BE LESS THAN 24 INCHES FOR EXTERIOR AND
18 INCHES FOR INTERIOR FOOTINGS,
2, EXTERIOR WALLS AND INTERIOR BEARING WALLS SHALL BE SUPPORTED ON CONTINUOUS FOOTING.
3. FOOTING SHALL BE REINFORCED WiTH 1/2" DIAMETER DEFORMED REINFORCING BARS. TWO BARS SHALL BE PLACED 4 INCHES
FROM THE BOTTOM OF THE FOOTING AND TWO BARS WITHIN 4 INCHES OF THE TOP OF THE FOOTINGS.
4, THE SOIL BELOW AN INTERIOR CONCRETE SLAB SHALL BE SATURATED WITH MOISTURE TO A DEPTH OF 18" PRIOR TO PLACING THE CONCRETE.
5, CONCRETE FLOOR SLABS ON GRADE SHALL BE PLACED ON A 4 INCHES FILL OF THE COARSE AGGREGATE OR ON MOISTURE BARRIER MEMBRANE,
THE SLABS SHALL BE AT LEAST 3.5" THICK AND SHALL BE REINFORCED WiTH 04 BARS SPACED AT INTERVALS NOT EXCEEDING 16 INCHES EACH WAY.
(APPLIES TO SLABS ON APPROVED FILL GROUND AS WELL).
FOUNDATIONS NOTES:
PREPARATION OF BUILDING SITE:
ALL STUMPS AND ROOTS SHALL BE REMOVED FROM THE SOIL TO A DEPTH AT LEAST 12 INCHES BELOW THE SURFACE OF THE GROUND
IN THE AREA TO BE OCCUPIED BY THE BUILDING. ALL WOOD FORMS WHiCH HAVE BEEN USED iN PLACING CONCRETE, IF WiTHIN THE
GROUND OR BETWEEN FOUNDATION SILLS AND THE GROUND SHALL BE REMOVED BEFORE A BUILDING IS OCCUPIED OR USED FOR
ANY PURPOSE. BEFORE COMPLETION, LOOSE OR CASUAL WOOD SHALL BE REMOVED FROM DIRECT CONTACT WITH THE GROUND UNDER
THE BUILDING SEC. 2516 (B)
INSPECTION
OWNER/CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF BUILDING AND SAFETY WHEN THE EXCAVATION REVEALS UNFAVORABLE CONDITIONS
THE SERVICE OF OiL ENGINEER AND/OR GEOLOGIST MAY BE REQUIRE, ALL CONTINUED FOOTING SHALL 5;:-
-ONE STORY : MIN. 12" WIDE X 24" DP, WITH 2-04 AT TOP AND BOTTOM
-TWO STORY troll WIDE X 24" DP. WITH 2-05 AT TOP AND BOTTOM
COLUMNS AND POSTS:
COLUMNS AND POSTS LOCATED ON CONCRETE OR MASONRY FLOORS OR DECKS EXPOSED TO THE WEATHER OR TO WATER
OR IN BASEMENT AND WHICH SUPPORT PERMANENT STRUCTURES SHALL BE SUPPORTED BY CONCRETE PIERS OR METAL
PEDESTALS PROJECTING ABOVE FLOORS UNLESS APPROVED WOOD OF NATURAL RESISTANCE TO DECAY OR TREATED WOOD
IS USED, THE PEDESTALS SHALL PROJECT AT LEAST 6" ABOVE EXPOSED EARTH AND AT LEAST ill ABOVE SUCH FLOORS. INDIVIDUAL
CONCRETE OR MASONRY PIERS SHALL PROJECT AT LEAST 8" ABOVE EXPOSED GROUND UNLESS THE COLUMNS OR POSTS WHICH THEY
SUPPORT ARE OF APPROVED WOOD OF NATURAL RESISTANCE TO DECAY OR TREATED WOOD IS USED,
CONCRETE SLAB:
4" CONCRETE SLAB WITH 04 BARS 0 16" O.C. E.W. 2" OF SAND OVER 6 MIL. VISQUEEN (TYP). OVER 2" OF SAND
(MiX: I PART CEMENT, 3 PARTS SAND PARTS MAX, i" ROCK AND MAX. 8 h GALLONS WATER PER SACK OF CEMENT),
PLATES, SILLS AD SLEEPERS:
ALL FOUNDATION PLATES OR SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB, WHICH IS IN DIRECT CONTACT
WiTH EARTH, AND SILLS WHICH REST ON CONCRETE OR MASONRY FOUNDATIONS, SHALL BE TREATED WOOD OR FOUNDATION
REDWOOD, ALL MARKED OR BRANDED BY AN APPROVED AGENCY.
ANCHORAGE:
PROVIDE 5/8" X 12" ANCHOR BOLTS EMBEDDED 9" IN FOOTING WALL AND SPACED m MAX. 4'-0" O.C. STARTING 12" OF SILL ENDS (U.N.O.).
THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE WITH ONE BOLT LOCATED WITHIN 12" OF EACH END OF EACH PIECE. SEC. 2901 (F).
NO SHOT PINS MAY BE USED AT EXTERIOR WALLS OR SHEAR WALL.
NOTE
VERIFY ALL EXISTING FOUNDATION PRIOR TO STARTING JOB
- PLATE WASHERS ARE REQUIRED FOR ALL HOLDOWNS
-ALL HOLDOWNS ANCHOR NUTS SHALL BE TIGHTENED JUST PRIOR TO COVERINGS.
- ALL BOLTS SHALL BE DRILLED 9 MAXIMUM OF Illro" OVERSIZED AND INSPECTOR WILL
VERIFY AT JOB SITE DESIGN INCLUDES REDUCED EDGE DISTANCE, DEPUTY INSPECTION 16 REQUIRED.
CONTRACTOR TO VERIFY ALL EXISTING CONTINUOUq
FOOTINGS 4 COMPARE TO FOUNDATION PLAN PRIO1
TO IBIDDING OR STARTING THE JOe
SHEAR WALL SCHEDULE
MARK
SHEATHING
PANEL NAILING
BLK'G TO
ANCHOR
EMB,
SHR.
MATERIAL
SILL
BOLT
PLF,
DBL. PLT,
OPTION
PERIMETER FIELD
CONNECT.
15/32 PLYWOOD STRUCT. I
locia roll O.G.
tool 0 12" O.C.
A35 I6" O.C.
trod m 5 O.G.
5/8" DIA, 0 46" O.C.
ellOR
9
255
(4)
15/32" PLYWOOD STRUCT. 1
106 0 4" O.C.
10d s 12" O.C.
A35 m 12" O,C,
OR 3/S" DIA. X 5"
16"
5/6" DIA, 0 32" O.C.
g"
390
C5,6)
(3,4)
LAGS 0 O.C.
3/4 DIA. 6 48" O.C.
3
15/32" PLYWOOD STRUCT. I
lod 'o 3" O.C.
iOd s 12" O.C.
A35 m 8" O.C.
OR 3/8" DIA. X 5"
5/8" DiA. 9 32" O.C.
g"t
4SO
(5,6)
(3,4)
LAGS A 12" O.C.
A35 0 6" O.C.
ISM" PLYWOOD STRUCT. I
iOd 0 2" O.C,
106 0 12" O.C.
OR 3/8" DIA, X 5"
5/8" DIA, 0 24" O.C.
g"'
650
(5,6,8)
(3,4)
LAGS Q 8" 0. C,
3/6" PLYWOOD STRUCT. I
Sol A 61i O.C.
8d a 12" O.C.
A35 a 16" O.C,
OR trod a roll O.C.
5/5" DIA, a 46" O.C.
OR
g"
lee
3/4" DIA, 6 32" O,C.
fp
5/$ GYP. BD. BOTH SIDES
6d COOLER
m 1" O.C,
rod COOLER
0 1" O.G.
Irod * 8" O.C.
" "
ill DIA, � 48 O.C,
,i
9
60
-1/8" PORTLAND CEMENT
1 1/2" - Mil NAILS 0 6" O.C,
A35 a 32" O.C.
OR 16d A 8" O.C,
i/2" DIA, g 48" O.C.
ell
90
1. THIS NAILING SCHEDULE IS FOR COMMON NAILS. THIS iS IN ADDITION TO THE MiNIMUM NAILING REQUIRED BY UBC 2001.
(SEE TIMBER NAILING SCHEDULE ON SAME SHEET),
2. SPACING OF A35, 16D NAILS AND ANCHOR BOLTS 15 TO BE REDUCED BY 1/2, IF PLYWOOD SHEATHING OCCURS ON BOTH
SIDES OF WALL, ANCHOR BOLT SPACING SHOWN ON FOUNDATION PLAN IS MINIMUM, UNLESS NOTED OTHERWISE.
3. FRAMING SHALL BE 3" NOMINAL AND NAILS SHALL BE STAGGERED. ALSO STRUCTURAL OBSERVATION IS REQUIRED.
SEE ADDITIONAL NOTES.
4. WHERE PLYWOOD IS APPLIED ON BOTH SIDES OF A WALL AND NAiL SPACING IS LESS THAN 6" O/C EITHER SIDE, PANEL
JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS AND FRAMING SHALL BE 3" NOMINAL
(3X STUDS EDGES t 3X SiLL PLATE) AND NAILS ON EACH SIDE SHALL BE STAGGERED.
5. NAIL SPACING BELOW 4" O/C SHALL HAVE A PRE -DRILLED HOLE, WHEN USED, WHICH CANNOT EXCEED 15% OF THE NAIL
DIAMETER (BUT SHOULD BE AS CLOSE TO 159 AS POSSIBLE). IT IS ASSUMED THAT UNSEASONED LUMBER WILL BE USED.
6, USE 4X BLOCKING 6 LAG SCREW WITH FLAT A35.
1, USING ALL THREAD ANCHORS WITH SiMPSON ET22 EPDXY (3 DIA. EDGE DISTANCE).
8, FRAMING AT ADJOINING PANEL EDGES SHALL BE 3 INCH NOMINAL OR THICKER AND NAILS SHALL BE STAGGERED WHERE
NAILS ARE SPACED 2 INCHES ON CENTER,
ADDITIONAL SHEAR WALLS NOTES
1. STUCCO AND/OR STUCCO WITH VENEER OVER A PLYWOOD SHEAR WALL WILL BE WATERPROOF WITH A MINIMUM (2) 150 FELT UNDERLAYMENT.
2. ONLY COMMON NAILS WILL BE USED FOR ALL PLYWOOD SHEAR WALLS AND NAIL GUNS USING "CLIPPED HEAD" OR "SINKER" NAILS ARE NOT ACCEPTABLE.
3. ALL BOLT HOLES TO BE DRILLED 1/32" MiN, TO i/16" MAX. OVERSIZED. ENGINEER MUST VERIFY.
4, THE FOLLOWING APPLIES TO ALL SHEAR WALLS WITH A LISTED DESIGN LOAD GREATER THAN 300 PLF:
A. PROVIDE 3X SILL PLATES FOR SILLS THAT REST ON CONCRETE OR MASONRY
B, PROVIDE 3X STUDS BETWEEN ADJACENT PANELS. IF IT iS NECESSARY TO USE (2) 2X MEMBERS BETWEEN PANELS, SPECIFY 16D NAILS WITH
STAGGERED NAILING t SPACING NO GREATER THAN THE REQUIRED PLYWOOD EDGE NAILING,
C. PROVIDE 1/2" EDGE DISTANCE FOR THE PLYWOOD BOUNDARY NAILING.
D, PLATE WASHERS ARE TO BE USED WITH ANCHOR BOLTS.
5/8" DIA. BOLT - 2,5" X 2.5" X i/4"
3/4" DIA. BOLT - 2.15" X 2,15" X 5/16"
1/8" DIA. BOLT - 3,0" X 3.0" X 3/8"
i" DIA. BOLT - 3.5" X 3,5" X 3.8"
inc.
AmIt j./aII bakq
4 Assoc.
Residential
Commercial
P lama
permits
Engineering
Energ9T-24
New Construction
remodeling
Additiona
56SS 1Kanan Rd 0133
Agoura Hills, CA S1301
Tel: (818) (214-6034
amitdoix.netcom,com
ARCHiTECH DESIGN GROUP INC. 2004
All drawings and written material
appearing herein constitute the
original and unpubilshed
work of the designer,
and may not be duplicated,
used or disclosed without
the written permission of the
designer or approved representative.
REV 01. 06-15-04
REV 02: OS-08-04
LU
z
44
Uj
z
LU
0100
t>,c
DATE 2004
SCALE AS SHOWN
DRAWN Fr=3oo�
JOB
SHEET
STRU TURAL NOTES
SHEAR PANEL WHERE OCCURS
SHEAR PANEL WHERE OCCURS ROOF SHEATHING
SILL PI-T. 1111166 a 5" O.C.
SILL PI-T. W11(Vd IV V, O,C,
16
PER Sws
PER SW5
P.N.
S,S,T A3$ Ito" 04,
RIM JOIST 1 WARD
PER Sw5
RIM JOIST/ SOARD
2X SOLID ISLK'G
FLOOR SHEATHING
FLOOR SHEATHINGS 16
PER PLAN
S.
PIT, MUD SILL W/ 518" DIA, X Ifl" A.15
PER PLAN ell
P,T. MUD SILL W1 5t8" DIA. X IO" A.8
T#G.
£ EMS. MIN, 'I" 0 46" O.C, MIN, 12" FROM ENDS
EMS, MIN, "1" � 48" fl,C. MIN. 12" FROM ENDS
STARTER LID6,
2 MIN, PER PLATE
2 MIN, PER PLATE
S,S,T A-3S lea" 04, --
W12.5X2.$X.25 PLATE WASHERS
W12,5X2,5X.25 PLATE WASHERS
PER 5W5
\m
MAINTAIN MINIMUM 4' FROM
MAINTAIN MINIMUM 4" FROM
2x SHAPED
WEEP SCREED TO FIG.
weep TO FIG,
L
—"-`-`2
z" TO PAvep SURFACE
S .
PAV�
z----2"` SURFACE
2#4 HORN. RIMBAR --
CONT, TOP AND SOT,
i�aR PLAN
FLOOR SHEATHING
PER PLAN
S.S.T A35 0 16" O.C.
PER SW5
E,
•
•
AT JOIST SPLICE
,
LAP 6" MIN W1(3) I"
< COMMON NAILS
Ul
�A A
�
10
C o'
d A
p
=1i1-1t1�ili=�i i Sl ` u A '6 A 11
=L
—IIl—IlI�I11�II b A tr G G
„
2s4 HORIZ, RESAR
CONT, TOP AND SOT,
12" MIN,
PER PLAN
AT JOIST SPLICE
LAP 3" MIN W13-166
SLOPE FIN, GRAPEAWAY 2x SLK'G
_ FROM SLOG MIN 2% 32'" O.G.
SHEAR PANEL WHERE OCCURS
SILL PLT. W116d 4 51, O.G.
PER We
2X SOLID SLWS
P,T, MUD SILL Wt 518" DIA, X 10" A,$
EMS, MIN, T" al 48" 04, MIN, 12"
FROM ENDS
W12.SX2.5X,25 PLATE WASHERS
IL
A
.
-�A —_
*4 HORN, RESAR p If1=
6TEPI AS RE01c> po Illil=
A AD
A Qd A +
lll=lli=IE1=1(i-11#� � �
MEE 11111Iit—Ill '4 A '4 A
2#4 HORIZ, RESAR
CONT, TOP AND LOT, 12" MIN.
or -
PER PLAN
2f SLOPE FIN, GRADE _ AWAY
FROM SLOG M1MIN2
8'-0" (LAP) 6'-0" (LAP)
I6d NAILS 0 4"0.c. 1641 NAILS 4"04,
MIN, 25 NAILS/LAP MIN, 25 NAILS/LAP
2X STUDS
{j EN, —
SHEAR WALL PANEL
PER PLAN
WHERE OCCURS
i$A 7YPICAL SPLICE PLATE DETAIL
2X SOLID MLOCKING
FLOOR SHEATHING PER PLANS
FLOOR JOISTS PER PLANS
p
,
a
4X GIRDER PER PLAN
---S.S.T CC46 POST CAP
4x4 PIT. POST
a
PER PLAN
'—S.S,T G#3S 44 POST SASS
U
�
A A
POURED CONCRETE PIER
ry �X1
B A
o G
b
FIG,
'Q
°D' A I1�i11-111=1(1�
aA
1i -
tt1=11(= '
p 1{1=111=
li
a a a
■
E
2X R,R, PER PLAN
2X C,J WHERE OCCURS
PER PLAN
S.S,T A35 0 i6" O.G. MAX
PER SWS
lac i>i3L. PLATE
2x STUDS WALL 16" O.C.
PER PLAN
I TYPICAL ROOF ,..AYE DETAIL
S.S,T ST-2215 32" O,C,
2X SLK'G W1 16d 6 6'" O.G.
15132 CDX PLYWOOD S,S,T JOIST HANGER
W16d COMMON NAILS 106:6.12
P.I. = 32/16 SIN,
2-2x
TOP PLATES
2X R,R, PER PLA
2x RIDGE MOARD
OR RIDGE SM
PER PLAN
(N) FLASHING
CONT. 2X FLAT W1
l3) I6d PER R,R.
(N) 2X RIDGE ------ --i
ZA =J_S A4 WI to-14200 NAIL-b PfElk f3LK"fix
S.S.T. "U" HANGER
S.S.T. MST 31
14 TYPICAL ROOF RAFTERS 1 Tl l �a i'C� RIDGE
C TYPICAL AL CALIFORNIA ROOF
ROOF SHEATHING 2X SOLID SLKIds
s (N) FLASHING
24" O.C,
LGSNSRA ' N0T66` 2x4 OUTRIGGERS LET IN CONT. 2x FLAT W1
THROUGH WALL AT MAX.
ROOF 64T'G PER PLAN (3) 16d PER R.R.
SEE PLAN FOR PLYWOOD THICKNESS 24" O.C, 16 (N) 2X RIDGE
4ND NAILING RAFTERS PER PLAN 1l'p (N) R,R, (N) ROOF RAFTERS
MIN. SIZE OF PLYWOOD SHEET ,, 2-0x4-O
LONGS DIMENSION OF PLYWOOD SHALL PER PLAN
RUN ACROSS JOISTS OR RAFTERS - --'------------- .--- - - __ -------------------------- 2X SLK'G d 24" O.C,
NAIL EDGE DISTANCE _ -6" MIN AND
SHALL NOT FIE THROUGH OUTER PLY A35 I6" O.C,
CONTINUOUS PANEL EDGES SHALL 2X4 RAKE E E3,N,
LA -
'SCENE SOUNpARY NAILING (S.N,) 24" O.C, a
A 35 s+
O.G.
FLAT SLKG, WHEN 2x STUDS 's 16" O,C.
AIRED IN PLAN I
ITS OR RAFTERS `
U.O,N, SHEAR PANEL 1
PER PLAN p s
t
318" DIA X5" LAG 13OLTS
SPACED PER S.W,S t
E.11I
S,S,T A-35 FLAT t
® 16" O.C.
E iV
18 $0, CONG, PAD
PER PLAN TYPICAL DIAPHRAGM SHT'G
FOR rLOOR JOIST SIZE A
DEPUTY INSPECTION SHEAR PANEL WHERE OCCURS 5f_ WrAl $lmm PLAN
15 REQUIRED (N) SILL PLT. WIf6d � 5" O.G. (E,N,)ROGE NAILING SOIN
T. (
PER SWS
(E) 2X STUD WALL 2X $OLI LK' 1
2X4 DIAGONAL BRACE
s 49" O,C.
,p.
t
j CEILING JOISTS
SHEAR PANEL PER PLAN
PER PLAN 1 t
,
..�. A ...► A � A
THROUGH -ROOF EXHAUST
VENTS SELECTED AND
LOCATED MY CONTRACTOR
A35 4s Irv" O,C,
TO ROOF
11 TYPICAL CALIFORNIA ROOF
D !3 Gx (B,N.)SOUNOARY NAII IN FACE OF --` VENTILATION CHANNEL
SILL NAILING GRAIN AS REO'D
MUD SILL STR i FLOOR SHEATHINGS (F,N.)FiELD NAILING PLYWOO> SHEATHING S,N. PROVCi 15 (2) -2" DA35 EACH 15LOCK
IA E.N.
PER PLAN S,S. JOIST HANGER AS ROOUIREP
13 SEE PLAN~ SCREENED VENT HOLES
4'-0" x 8'-0" TYP, FOR THICKNESS # NAILING
S.S,T A-35 Ito" O,C, ((MIN, DIM, YWOOD DF ANY _ EDGE OF PLYWO, a .�+ ` PER SAY
PER SWS SHT.. IrV) JOINT TO SE ^'C R-SO SAT 2x6 CONTIN. FASCIA
{N) 2x STUDS
cis
z
co
EXISTING
CONT. FTGs S
(N) F,J, PER PLAN
OF JOIST OR PLKG 16" O,G:,
-roll MIN, EDGE � INSULATION
D#STANG� TYP.
SHEAR PANEL
-61" MIN, EDGE DIST, TYP, PER PLAN
5Ci'1 i -E 2XBLK'G
TNAILIN INSULATION DAM 318" DIA. X S" LAGS
(N) $18" DIA THi2EADED ROD GUTTER (5" FASCIA) PER 51W,5
W18" MIN, EMSED, B 1.15" MIN. EDGE DISTANCE, A-35 a EACH BLOCK EXPOSED RAFTER
USE S,S,T SET EPDXY 2x4 FLA BLOCKING SETWEEN TAILS I C I -
ICSO SR-4S45 LA RR" 25165 JOISTS TOE NAIL 2-10d EACH C.J.PER PLAN I � � 1 G.J> PEf
END, ALL EDGER TO PE BLOCKED, •
ROOF FRAMING TO SE PROVIDED WITH EXN I
SECTION A -A
A MIN, NET FREE VENTfLATING AR1=A A35 PER 5.W.5
NOTE: AT FLAT $LOCKING NOT LESS THAN 1/150 OF THE AREA
L ALL PLYWOOD SHOULD SE APA RATED, (SEE GENERAL NOTES) OF THE SPACE VENTILATED.
2, LEAVE A 1/8" SPACE m ALL END AND EDGE JOINTS ALL OPENINGS SHALL SE COVERED
TO ALLOW FOR PANEL. EXPANSION WITH CORROSION -RESISTANT METAL MESH SHEAR PANEL
3. MINIMUM PANEL DIMENSION 16 2'-C", WITH MESH OPENIN6S OF 1'4 INCH IN DIMENSION. PER PLAN Ij✓",�'
4, USE FULL SIZE PANELS WHERE POSSIBLE,
5, FOR ITEMS NOT SHOWN, SEE FRAMING PLAN,
2C T ''I 'ICAL OOF/1� O "R �"''`�IA H "R' A' M I T , OOF VENT AT VAULT 1� CLr'� ,TYPICAL SHEAR '�'` �{
DEPUTY INSPECTION 15 REQUIRED
DRILL 518" DIA, HOLE -a 450 T
USE SIMPSON SET EPDXY
RR# 2521,B ICS0 ER-4945
PLACING *4 SARS x 30" LONG
DOWELS 0 TOP AND BOTTOM
(N) FOCTi146
PER ELAN
U
A
•--"" (S)
4 d d
�'4 .
e d
�'4 a
c 4
C1
A 4
4`24"
p
Q 6u
aG
A
p
p
A
A
Q
d
'Q
d
Q
b /A� A
2X SOLID SLK'G
rods EACH R.R.
2X SOLID 151-K`G
2-16d a EACH R,R,
M'� A <
24`1
#'4 0 TOP AND SOTTOM
TYPICAL FOOTING CONNECTION
A-35 EACH JSLOCK
(E)
FOOTING
—SILL NAILING
(E) PIT, MUD SILL W1
518" 01.4. A,56 48" O.C.
r---- --Ill/2"x2"XSt16" PLATE WASHER'S
A
b '=
it
Illf
y A
a
_ _
A '4 > A '4
pI> G
o'
�r AW
A M
!7 A
z SLOPE FIN, GRADE AWAY
FROM SLDG MIN 29.
TYPICAL U1 DER'PI . PAD
TOP PLATE
HDR PER PLAN
2 04 DOWELS INTO EXI FTGI
W1 SIMP SET EPDXY
RR# 2521% IC130 ER-4845
•(N) CONC. PAD PER PLAN
" - C516 x 6'-0" WITH Sd AT 4" O.C,
° 4x BLOCKING SETWEEN STUDS
POST PER PLAN
SPS EDGE NAILING ALONG
POSTS, TOP AND BOTTOM
PLATES, AND 4x $LOCKING
SP NOT SHOWN
° 4OLD DOWN -- SEE PLANS
a
r SILL PLATE
a,
51 N tt sp
tr It Is 8
It IF tt It
G 'dr C '.1 r ''J
T' 'rl�'-'ICAL. HOR`IZ. TIE AT OPENING
4X, 6X SEAM .---x
PER PLAN
- SIMPSON GC COLUMN
12" TO MATCH ISM,
r-- 4x4, 4x6, 6x6
PER PLAN
NOTE. INTERMEDIATE DETAIL
PROVIDE SOLTS PER SIMPSON
SPECS. fiYP, ALL COLUMN CAPS
4X, 6X SEAM
PER PLAN
mmommomm
Q L 'Q a F,G.
p A G b A A G D is
n ��,
1 % U
GONG, PAD
END DETAIL PER PLAN
T`�'�'ICAL POT TO AM �
fnc.
AOOO
AmIt Dembskq
r�t1
1r/ ice/ m m a r cl a 4
PIana
pIsrmIt$
Enc insaIsrI
Ener T-24
Now Construction
12etttod01 t nce
Additions
9615E Kaman Rd *133
Aeoura W111s, CA 91301
Tel: t8181 6-14-6034
amttd`sfx.netcom.com
ARCHITECH DESIGN GROUP INC, 2004
All drawings and written material
appearing Mersin constitute the
original and unpublished
work or the designer,
and may not be duplicated,
used or disclosed without
the written permission or the
designer or approved representative,
REV I: 02-0'3-CS
LU
n/
2004
VATE
SCALE NOT TO SCALE
DRAWN
JOB
SWEET
�2
15E0 UNOATIONS
LOCATION
COMMON
NAILS
PLYWOOD
G:DX
STRUCTURAL
INDEX
RC3G?F
gd � 6s12
151'�2
2410
FLOOR
10d � b;10
i9t32
32116
The Martinez Residence
ar2812005
Proilect Tit#e
Date
1 J Q . BIer trt 5anta'Aaa
Proiect Address
EkfildhM Permit #
1 � 0Check
} Date
atim Author
DocumeComputer
�
Performance
f iteld Check I Date
MethodP or er Cumate zone Enforcement !1= Use
GENERAL INFORMATION
Total Conditioned Floor Area-
ft Average Ceiling `Haight- B-104
Conditioned Slab Area.
fil`
Building Type-.
(check one or more)
21 Single Fall Detached
® Addition
❑
Single Family Attached
❑i
E fisting Buildialig
❑ M lti=l+; mil
❑ Existing, Plus Addition
Front Orientation. (East) 90 deg Floor Construction Type. ❑ Slab Floor
Number of Dwelling Units.
_ __--
Number of Stories:
1 Y Raised Floor
Const.
Frame A se l�l
unfi ,30- t12.161 #fir r Roof
RAO F r (F.1 . .1§) Wood 0.033 Extt er:FIDDri Over l rawLsps [ -6 gred#)
R-13'WaN .13. .1 'ors€ 0.088 F derigr Wal
,. Orientation Area Fenestration Exterior Overhang SideFiris
■ Shadirto •
• { t 0.60 0.65 ■ r
I♦
(♦
j
NOTF—, Lol Testemiw bmidmos sikied to ft staridads nNat rwdm Vilese mal mgwdiess of the oompftweapproach used. ft Tnow l dr
the ?peratgt ft featiffes noted sW to owmWered by 9 pates as avirmilim corl perfazrsl spediftafmts for the marsot tool meav
wtf*r are shwm a in tM dommleints OT orli Dims chal orb:
DR ...:"instructiorts checka '. +.. s a a rc a- a .....- _ • ,;,
"BuildingEnvelope Measures�®
i
i t +
i
f �
® "
NAM
k b
Q
■
�II�I�
■
I. Outside air intake, Mft Y.
15n. and, Tank Inswadon
k1suWaid of Waster)
water twft have R-11extemel
The Marti Residence 2/28/2-005
"ect rift we
HVA SYSTEMS Note: tnpttrt,14ydro5nit air c"ambimd H1rdronie daft underWalltg System, except0esil HeatingLoad.
Dstribution
H tirt E ui~prnent it�iri�um Tapea Duct or
Type , mace. heat Efficiency L tion P" its Th rml ostat Lotion
PUMP, eto.) AFUE/HB'PF dints, attic, etc.) Type Comments
AEU f4i i"N a Fan DIA Sathrsrk Furnarp.
Location
mmmurn Duct
=ffficienc Location Duct Thermostat
(attic a etc.) R-Value ■. Comments
WATER HEATING SYSTEMS
Rates
Tank EnergyFaotl
1
External
'rater Heater Water Heater Distribution
in Input
Cap. or F�ec ry
tandb
Tarns Instal.
'alue
stets Name TVoe Tune
SVst_ Btufhr
foal) Effioienov
Lass f9,at
R
50 GAL (E)
t For smellst r team inputs of less tom or equal to 75,0M Stuff), el Irl and heeit pary Water heaters, ;fit energy !actor
For Wigs gas storage water heaters (sated mput of gmater t4 75,E Stag), fst Rated igxd, Rel Effi as �y Loss.
For Mara water bell fist Rated drat and RIewyeryEffsr_
COMPLIANCE STATEMENT
3 has caTtificate of complUattce iists the buftng features and performance specifications rmNhled, to cl with Ms 24, Paats 1 and 6 of the
Gaaifarnia Code of Regctlttions, and the administrative regulattians to itr*tint therm. "'rites certificate tm !beent signed by the Indivil Witt
crveraai design r p bsi' sty. The undersigned recognize that complance Using duct sealing and Mis requires trtstaiier testing and certification
and f verificaton, by an apil HERS .rater,
Designer yr Owner (per. Businel Professions ) Documentation Author
Name: Name- Amd
Title/Firm- AD_G, ing Title/.Firm:
,Address. f 1 l #j23 Address: M ganaia Rd #13s
Name:
Title/Firm-
Address°
T l phone:
WKWON WON
T
! ,,,boxes,„
ERROR
❑ 114: Fool and Spa it ysl and E aerat
1. CeMW Mth 7 t.eiraieffa o ff witch, weatimproof oWaft hstuofora. rayeleMic m4teil
2. System its at 3ent ° of 4*e beraileen fit and hsater for "farms soar, aorsoer (Or o
S .:
a. At JalsstW of pipe filter aWhell for futwe solar hileatirg.
b. Cover tor ou r pools or ol Mmis.,
, .
3. POW system has ter_ .. a andr a .. , PUMP tk"SWl
1 1' xaeaet fiffnaces, pololMiteis, t h hRVe W
�sy b❑ +t W. (Exception: tftae tt ca3 =il w--s wft g ut < IN ate W)
❑ 1t98(1):Cod Roo fstaatet mal t sgif€k ofiferia
Lighting Measuli' s
Lunfaaait for have harms wM an effloacy 40 kmwmAvattor greater fors'.
g-wa' , . ti-fg in *A Tfias %1 f0ft saw be c=tvMedty a switch on a Iremay aocems-ble rahift r
oontrod Panel at M efitl to ft kftdleme
® I M(k)2:' Rooms xM a staler t or'bathtut witst a we either at t ore ' a : " . 'ire with 4wril VA an el of ..
, hwmWwan of Wel swftcbed at the entrarm# to the wom or one of the abernsfive to tis " Fiat
aftwed firsSection t . )2.: Tel
.f { sr a aer +ied.
3.1 Ely Eaer ; ft Wer Numbev5714 J*Nunl Fate:6, of 10
AC)C31ma,
Aim i t Dsmbskq
Assoc.
Residential
coinmare is l
Plans
permits
EnargyT-24
New Construction
Remade 1 i mg
Additions
5699 Kaman Rd 0133
Agoura Hills, CA 91301
Tel: (818) 614-6034
Fax, (898) 202-1111
amitdoix.netcom.com
a ARCRTECH DESIGN GROUP INC. 2004
All drawings and written material
appearfng herein constitute the
origlnal and unpublished
work of the designer,
and may not be duplicated,
used or disclosed without
the written permission of the
designer or approved representative.
SCALE AS SHOWN
DRAWN
J4✓�
SHEET
T=24
��.V5.