HomeMy WebLinkAbout10146867.pdfPjRE
p y
7
1-1 ell
-
<=
r''
k }
1-6 PfAttj
3
I
ANALYSIS AREA
(E) S.F.R. AND GARAGE 1,599 S.F.
(N) PROPOSED ROOM ADDITION 278 S.F.
(N) PORCH 295 S.F.
TOTAL LOT RATIO 2,172 S.F.
LOT SIZE 5,625 S.F.
°lo LOT COVERAGE 39%
iN'5U'�AT10N
i
! % PEN uSTRAT10t'd
A/C EFriCIENCY
i
RADIANT SAPPIER
PLOT
Sti— 1 ltJfr' 1 s.0
' LAN
.,
A,
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2001 C.B.C. PLUMBING
AND MECHANICAL CODES, THE C.E.C. AND LOCAL ORDINANCES.
2. VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS.
3. IT SHALL BE THE RESPONSABILITY OF THE CONTRACTOR TO VERIFY ALL
EXISTING CONDITIONS ON THE SITE PRIOR TO COMMENCING WORK AND IS TO
NOTIFY THE OWNER AT ONCE UPON DISCOVER OF ANY OMISSIONS OR
CONFLICT IN THE DRAWINGS.
4. ALL NAILING TO COMPLY WITH TABLE 2341-B-1 G.B.C.
S. THE MANUFACTURED WINDOWS SHALL HAVE A LABEL ATTACHED CERTIFIED
BY THE NATIONAL FENESTRATION RATING COUNCIL (NFRC) AND SHOWING
COMPLIANCE WITH THE ENERGY CALCULATIONS.
PLUMBING NOTES
6. ALL PLUMBING WALLS TO BE 2" x 6"
7. DOUBLE WALLS USED AS PLUMBING WALLS ARE TO BE A MINIMUM OF 8" WIDE
AND NO "FLAT" STUDS PERMITTED. STAGGERED STUDS ARE ACCEPTABLE.
8. SMOOTH, HARD, NON ABSORBENT SURFACE IS PROVIDED TO A HEIGHT OF 70"
ABOVE THE DRAIN INLET OF THE SHOWER OR TUB/SHOWER COMBINATION,
MATERIALS SHALL BE OF A TYPE NOT ADVERSELY AFFECTED BY MOISTURE.
9. GLASS ENCLOSURE DOORS AND PANELS MUST BE LABELED CATEGORY II, NET
AREA OF SHOWER RECEPTOR SHALL BE NO LESS THAN 1024 SO. IN. OF FLOOR
AREA, AND ENCOMPASS 30" DIAMETER CIRCLE
10. ALL WATER CLOSETSMARE LOCATED IN A CLEAR SPACE NOT LESS THAN 30"
WIDTH AND HAVE 24" MIN. CLEARANCE IN FRONT OF THE STOOL.
11. FOR EXHAUST VENTILATION AIR, PROVIDE MECHANICAL FAN 5 AIR CHANGES
PER HOUR.
12. WATER HEATER TO BE BRACED TO RESIST SEISMIC FORCES, PROVIDE TWO
STRAPS (ONE STRAP AT TOP 1/3 OF THE TANK AND ONE STRAP AT BOTTOM 1/3
OF THE TANK).
13. WATER CLOSETS SHALL BE AN ULTRA LOW FLUSH TYPE WITH 1.6 GALLONS
MAXIMUM PER FLUSH.
14. CONTROL VALVE FOR SHOWER OR TUB -SHOWER SHALL BE OF THE PRESSURE
BALANCE OR THERMOSTATIC MIXING VALVE TYPE.
16. PROVIDE DEVICES TO ABSORB HIGH PRESSURES RESULTING FROM THE QUICK
CLOSING OF THE QUICK -ACTING VALVES FROM THE WASHER AND
DISHWASHER, ETC..
ELECTRIC NOTES
16. RECEPTACLE OUTLETS LOCATIONS WILL COMPLY WITH NEC Art 210-52-(a) "20
AMP. CIRCUIT DEDICATED TO EACH BATHROOM"
17. ALL BEDROOM CIRCUITS REQUIRE ARC -FAULT PROTECTION.
18. GROUND -FAULT CIRCUIT INTERRUPTER (GFI) PROTECTION COMPLIES WITH NEC
Art. 210-8: "ALL 125 volt SINGLE PHASE, 15 AND 20 AMPERES RECEPTACLES
INSTALLED IN BATHROOMS, GARAGES, BASEMENTS, OUTDOORS, KITCHEN
COUNTERS AND AT WET BAR SINKS.
STRUCTURAL NOTES
19. THE CONTRACTOR SHALL PROVIDE ANY SHORING AND/OR BRACING TO THE.
EXISTING STRUCTURE WICH MAY BE REQUIRED DURING CONSTRUCTION.
20. PERMISSIBLE NOTCHING AND BORING OF JOISTS ARE TO BE SHOWN ON THE
PLANS AND SHALL NOT EXCEED CBC SECTION 2320.8.3 ALLOWANCES.
21. NOTCHING OF EXTERIOR AND BEARINGINONBEARING WALLS SHALL NOT
EXCEED 25% / 40% RESPECTIVELY. BORED HOLES IN BEARINGINONSEARING
WALLS SHALL NOT EXCEED 40ok/60% RESPECTIVELY. IN NO CASE SHALL THE
EDGE OF THE BORED HOLE NEARER THAN 518" TO THE EDGE OF THE STUD
(2320.11.9 AND 2320.11.10)
22. HEADER AND TRIMMER DETAILS FOR DOORS AND WINDOWS ARE TO BE
SHOWN WITH THE FULL LENGTH TRIMMERS, SPECIFYING THE SIZE OF THE
HEADER AND TRIMMER (2320.11.6)
23. USE SIMPSON ST 6224 TO TIE-IN TO EXISTING TOP PLATES,
Arc
714 / 285 1121
2017 W. ALco AvE_
SANTA ANA
CALIFORNIA 92703
MAC IELALOMSN- cOM
IWA
REVISIONS
1:21<;10`i'
q
OWNEIth
{MR
IPFnRflFRFAOSO
PH 7141541-2894
I 91t(44
s
EXWALLS S R-13
n `n . - y C G 3 I .aiA FV � ALL %� L ( .7 i x `� 1.� "t"" ,
+51MAx � � --„: X! l �J VV ��."` �! /4Er T I?Nt�joV"9 _S �'�;�IESTRATivt• :i � ACTOR 0.� 3 �:� /
,.<. " b l
SHGC. 0.-4r..a" MAx _ ,. ' t c
�� .
EvISSiVITY ! ESS OR E0`jAt TO 0.05 "'� �� E_ „�. ., . o� SF
INSTALLED TO COVER ROOF �FraYui. AND ` �
a
CABLE END WAL! S AT A. TICS (
fL
;r r> jo
u
(75
"-1
1
-,....°.
(7
FLOOR PLAN SC— 1/411-11_01, SOUTH
� VA'Ti��
IV�t
DESCCRIPTION OF r!
278 i`
DRAWN i
CHECKED
DATE
fACAt. 9
Joe No.
SHRET
Am I
PRINTED ON CLEARPRINT 1000H.
REVISIONS 1 By
EAST ELEVATION SC— ll4
2
J "=
t4i--�elf.V4tIN34
i
I
+}
NOTES
9. ASPHALTH SHINGLE! r-"'"tit-`
2. 2 x FASCIA TO MATCH (E) S.F. R.
3. t?-.- --to b`>Ct. ow;5;
4. ROOF OVERHANG TO MATCH (E) S.F.R.
SECTION A C=114"� ��r ,,
S t3
vkb
oe.)
. a (Tip)
Kt P4
C, 1. Ll I.? W/ 2y� c -I.
f "t i f.
iwv� what
t t �tL I
a
yxa i'Q ma
w
TIC-
DATION sc- , ��_ ,_Qgg
......
f ROOF FRAMYG PLAN SC=1/4"= V-0"
t� � _� �2 T-4 q
14
bc
Lz
N.
Z!y Lv ri
�r��
1
'J$t T :2- s x( c ..j - Ate - 224tit
LC' ;a
ROOF
PLYWOOD NAILS
t r I sFIELD. PROVIDE ROOF
RADIANT
t BARRIER
r y r PER
` AT
PLYWOOD
ROOFING MATERIAL
ASPHALT SHINGLE ' c •` BETTER TO MATCH
UNDERLAYMENT
1 llililta
DRAWN
CHECKEQ
DATE
SCALE
Joe NO.
SHEET
PRINTED ON CLEARPRINT 1000H•
STRUCTURAL NOTES
CONCRETE
3- GRADE
1- ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK TYPE (150 -Cu FT) JOIST, PURUNS 2" TO 4- WIDE, 6 & DEEPER No, 1
AGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM C•33 WfTH PROVEN SHRINK AGE BEAMS, PURUNS OVER 4" WIDE No, 1
CHARACTERISITCS OF LESS THAN 0,05 %. SUSPURLINS Y TO 4" WIDE, 6 & DEEPER N.* 9 - , ............. ._..._._....
LEDGERS No, 2 ,.. _ ,....
2- READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C-94 PLACEMENT
STUDS 2' x 4' OR 3' x 4' STUDS
'
OF CONCRETE SHALL CONFORM TO ACI 301.
STUDS 2'x6' No.1 _ !
POSTS 5' x 5' AND LARGER No, 1
.k
• --- '- '.-'"--
-.-
3; CEMENT FOR ALL CONCRETE SHALL BE POf?TLAND CEMENT TYPE V OR BLOW ALKALL CONFORMING TO
SILLS, PLATES AND BLOCKING No. 2
3
-.
ASTM C-M.
..
4,- SILLS AND PLATES IN CONTACT WITH CONCRETE OR MASONRY AND WITHIN 48' OF GROUND, SHALL 8E
'~
4.-MINfMVM COMPRESSIVE STREtNGtLT OF CONCRETE AT AGE OF 28 DAYS FOR:
PRESSURE TREATED DOUGLAS FIR (PTDF) SILLS SHALL BE BOLTED TO THE FOUNDATION WITH5w
'.
DIAMETER x 10' LONG BOLTS AT 48' ON CENTER 12" MINIMUM FROM ENDS OR IWO BOLTS MINIMUM PER
TM
FOOTINGS 2,5(t0 PSI
PIECE, INLESS OTHERWISE NOTED.
„,-
r '
SLAB OR GRADE 2,5W PSI-
SIDEWALKS 2,000 PS(
5: STUD WALLS ABUTING A CONCRETE OR MASONRY WALL, SHALL BE BOLTED TO THE WALL WITH 51V
ANCHOR BOLTS AT 24' OfC.-
_,
5- MAXIMUM SLUMP SHALL NOT EXCEED 4".
6r ALL NON BEARING STUD WALLS, SHALL BE 2" x STUDS AT 16' GIC WITH 5/8' GYP. BOARD EACH SIDE,
j
"•
$: CONCRETE SHAH BE MAtNTA#NED IN A MO#:T CONDITION FOR A MINIMUM OF 5 DAYS AFTER PLACEMENT.
UNLESS OTHERWISE NOTED.
- t
P FORMANC 4 1F SATISFACTORY ER E CAN BE ASSURED,
ALTERNATIVE METODS WILL BE APPROVED
-
LEFT -IN E AT ENDS AT INTERVALS
WALLS SHALL HAVE FULL HEIGHT i" x 6" DIAGONAL LEFT BRACES 7: ALL STUD W L
-
..... -. _,;_."...,.
7; ALL REINFORCING STEEL ABHOR BOLTS, DOWELLS AND OTHER INSERTS SHALL BE SECURELY
NOT EXCEEDING 25 FEET OTC UNLESS OTHERWISE NOTED ON PLANS, BRACES SHALL COVER AMWIMUM OF
,..,,,
FASTENED IN THE FORMS BEFORE CONCRETE IS POURED, ADEQUATE CLEANOUTS SHALL BE PROVIDED IN
SIX STUD SPACES.
• 3
` -
BOTTOM OF CONCRETE FORMS FOR PROPER CLFANOUT AND INSPECTION.
-
=
?
S.- COMMON NAILS SHALL BE USED.
- -
Sr VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE GENERAL PROVISIONS OUTLINED IN
-
PORTLAND CEMENT ASSOCIATION SPECIFICATQNS ST 26.
9- FIRE SLOCKING 2' x 1 % * THICK, SHALL BE PLACED IN STUD WALLS AT COUNG AND FLOOR LEVELS AT
' STAIR STRINGERS AT SUPPORTS.
EACH 10'HEIGHT STUD BETWEEN S AND ETVafE
.
..
9.- EXPOSED CORNERS OF COLUMNS, BEAMS, WALLS, ETC., SHALL BE FORMED WITH 1 ` CHAMFERS
.;
UNLESS DETAILED OTHERWISE.
10- JOISTS SHALL BE SNLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED AT INTERVALS OF 8' WHERE
JOISTS ARE 2" x ITOR DEEPER,
10: CONCRETE CONTRACTOR SHALL BE SUBMIT PROPOSED CONCRETE DESIGN MIX TO THE ARCHITECT
-
`-
AND ENGINEER OF RECORD, PRIOR TO STARTING THE WORK
P R HEIGHT FOR NO LNG PARTITION SHALL BE:
91:MAXIMUM P TE E GHT N-BEAR ,
T x 4^ I
2'x4"C�16'OfCUPT094'-0'
"
11 - NO WATER SHALL. BE ADDED TO CONCRETi WITH TEMPERATURE IN EXCESS OF 95 ° F.
2' x 6' Q 16' 01C UP TO 2V-0'
2'x8" C 16" OIC UP TO 26'-0'
12: WIRE MESH LAP (END & SIDE) SHALL BE ONE FULL MESH -2
.
12. PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS.
-
-- -
-
PLYWOOD
/3: BOLTS HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 1132" AND A MAXIMUM 1/16" LARGER THAN THE
..,, .,,, „ .,.
..,„..... ...
1: PLYWOOD SHEETS SHALL BE COX CONFORMING TO PS 1-95 AND SHALL BE STAMPED WITH THE DRPA
BOLT DIAMETER.GRADE
OF THE AMERICAN PLYWOOD AssocixnON, UNLESS NOTED OTHERWISE ON THE. PLANS,
REINFORCING STEEL
-
2- EACH SHEET SHALL HAVE A MINIMUM AREA OF 8 $0. FT: WITH A MINIMUM DIMENSION OF 2 FEET.
'
1: REINFORCING STEEL MALL BE INTERMEDIATE GRADE DEFORMED BEARS AS FOLLOWS:
3: SEE FRAMING PLAN FOR DIAPHRAGM NAILING SHEDULE, NAILING SHALL BE INSPECTED AND APPROVED
FOOTING, SLAB ON GRADE, MASONRY AND BENT DOWELL$, TIES:
BEFORE COVERING.
# 3 BAR AND SMALLER ASTM A• 615 GRADE 40
.
�,.... ..,..,,..
.: -
# 4 BAR AND LARGER ASTM A- 616 GRADE 60
...
v -
:..,.
FOUNDATION NOTES
2,- DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A-3% AND BENDING IN ....' ...,
a
s a
ACCORDANCE WITH ACt-318.95.¥¥
a
1 • FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE DOLL SEARM7G PRESSURE PER 2001
3- MINIMUM ONCRETE COVER OVER REINFORCING REBAR FOR: L:-.., ,-^.", _,..^,.
-, "^.,, '� •"q
UNIFORM BUILDING CODE SHALL BE AS FOLLOWS:
(EXCEPT AS NOTED OTHERWISE) .....
..... 3
"
NOT EXPOSED TO WEATHER OR EARTH 1'
CONTINUOUS FOOTING I=P.S.F.
EXPOSEDTO WEATHER 1Yz"
"
ISOLATED FOOTING I oM P S.F.
EXPOSED TO EARTH 2"
g
PILASTER, BEAM & COLUMN TIES I
2.- ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM UNDISTURBED NATURAL SOIL OR APPROVED
FORMED FOOTING AND WALL EXPOSED TO EARTH 2"
..
COMPACTED FILL AND ADJACENT FINISH GRADE UNLESS NOTED OTHERWISE.
UNIFORMED FOOTING AND WALL EXPOSED TO EARTH 3'
I
,....
SLAB ON GRADE 2' ..
.
..3..._
'
3. ALL FOOTING SHALL BE CENTERED ON PLASTER ANDfOR WALL AND COLUMN UNLESS OTHERWISE
..;... . , u.....
-.,: . ' 1.
NOTED,
4: SPLICE IN CONCRETE:
MINIMUM OF 36 BAR DIAMETER OR 12' WtCHEVER IS GREATER, -
_ {
4,- FINISH FLOOR (F.F) EXCAVATION SHALL BE AS NOTED ON GRADING PLANS.
„.„..,..:..,.. .� f
...s �•"a
6- WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND i-82. "
5, THE CONTRACTOR BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING
I
LAGGING, &NOfti ANQLTECi#CNN OF ANY ADJACENT UTILITIES PROPERTY STRUCTURES. STREETS AND UnLi'fES
6,- ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REOUtREMENTS OF ACI 318-95
IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES.
T.-ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS, ETC. SHALL BE SECURED PLACE PRIOR TO
-"
6; ALL FPS SHALL BE FORMED TO MEET SIZES INDICATED ON DRAWINGS, DETAILS AND/OR
PLACING ANY CONCRETE OR GROUT. ,,
f
'
2 i
SHEDULES.
,..-..:
...
S: ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-615 GRADE 60.
•-'
-
7.- ALL FOOTINGS AND PIERS SHALL BE CENTERED UNDER THE BUILDING COLUMNS (U.N.O.)
9; ALL REINFORCING BAR BENDS SHALL BE MADE COLO.
..
-
S- ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS SHALL BE REMOVED
SHEAR WALL SCHEDULE 1997 U.B.0
SILL BOLTING
ALLOWABLE
EXTERIOR
INTERIOR
SILL NAILING @
MARK
WALL TYPE
SHEAR
WALLS
WALLS
UPPER
STORIES
718" STUCCO OVER PAPER BACKED LAT W/16 GA STAPLES @ 6" 01C @TOP & BOTTOM
8
PLATES EDGE OF SHEAR WALL AND ON FIELD 1080 REPORT No, 1823 FEB 1973 OR
{ )
1 F 80 PL
5!8 55" 01C
518 55" O1C
16d 8" 01C
(ICBO No. 1318 FEB 1973 OR ICBO No. 1254 FEB 1972 NOTE 4 AND 9 BELOW
3/8" PLYWO SRUCT If OR STD SHTG WITH 8d NAILS @ 6" O/C @ EDGES & 12" O/C FIELD
260 PLF
5/8 @ 38" O/C
5/8 @ 38" OIC
16d @ 6" 0/C
TABLE 23-11-1-1 U.B.C. NOTE 1,910 & 11 BELOW
318" PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 4" OIC @ EDGES & 12" O/C FIELD
350 PLF
5/8 @ 26" 0/C
5/8 @ 26" O/C
16d @ 4" 010
TABLE 23-11-1-1 U.B.Cj NOTE 1, 6, 9, 10 & 11 BELOW
/�
3/8" PLYiND SRUCT 11 OR STD SHTG WITH 8d NAILS @ 4" O/C @ EDGES & 12" O/C FIELD
380 PLF
518 @ 26" O/C
5/8 @ 26" O/C
16d @ 4" OIC
TABLE 23-II-I-1 U.B.C. NOTE 1 3 5 6 9 10 & 11 BELOW
3/8" PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 3" O/C @ EDGES & 12" O/C FIELD
490 PLF
518 @ 20" 01C
5/8 @ 2W OIC
16d @ 3
TABLE 23-11-1-1 U.B.C. NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW
1/2" O/C
318" PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 2" O/C @ EDGES & 12" O/C FIELD
610 PLF
518 @ 16" O/C
5/8 @ V' O/C
16d @ 2
TABLE 23-11-1-1 U.B.C. NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW
1/2" OIC
1
1/2" STRUCT IPLYWD WITH 10d NAILS @ 2" O/C @ EDGES & 12" 010 FIELD
870 PLF
1 3/4 @ 16" O/C
3/4 @ 16" OIC
N/A
OVER 3X STUDS(TABLE 23-11-1-1 U.B.C.) NOTE 1.3.5.6, 9, 10 & 11 BELOW
NOTES:
1- ALL EDGES OF PLYWOOD SHEARWALLS MUST BE BLOCKED WITH 2x SOLID BLOCKING FOR WALLS TYPES 9 & 10, AND 3 x SOLID BLOCKING FOR WALLS TYPES 11,12,13 & 14
2- WHERE SHEAR WALL $HEATING IS TO BE APPLIED TO BOTH SIDES IF WALL, DOUBLE THE NUMBER OF BOLTS, (I.E. HALF THE O/C SPACING)
3: USE 3 x PRESSURE TREATED DOUGLAS FIR SILL PLATES AT FOUNDATIONIFiRST FLOOR ONLY
4- PAPER BACKED SELF FURRING EXPANDED METAL LATH ICBO APPROVAL
5.- GRAMING AT ADJOINING PANEL EDGES SHALL BE 3- INCH NOMINAL OR WIDER & NAILS SHALL BE STAGGERED
6: WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6" O/C ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET 7O FALL ON DIFFERENT FRAMING
MEMBERS OR FRAMING SHALL BE 3- INCHES NOMINAL OR THICKER & NAILS ON EACH SIDE SHALL BE STAGGERED
7: ALL CONTINUOUS EXTERIOR FOOTING TO HAVE 5/8" x 10" A.B.'s @i 48" CIC UNLESS OTHERWISE NOTED ON PLANS
8,- ALL INTERIOR BEARING AND NON BEARING FOOTINGS TO HAVE 7/32" SHOT PINS @ 32" OIC & 48" O/C RESPECTIVELY: I.E. OZARK # H-67 fCBO REPORT 1280, MAY 1987
9: USE 21/2 x 21I2" x 3/16" PLATE WASHERS
10: USE COX CC OR STD SHTG IN LIEU OF SRUCT Ii PLYWOOD. ALL PLYWOOD SHALL BE DOUGLAS FIR. OTHER SPECIES MAY REQUIRE CHANGES.
I I: AT EXISTING FOOTINGS USE REDHEAD WEDGE ANCHORS TO COMPLY WITH SILL BOLTING ICBO# 1372 MIN EMBED 71/2"
12: USE DOUBLE FLOOR JOISTS BELOW ALL PARALLEL SHEARWALLS U.O.N.
13,-AT FLOOR LEVELS USE SOLID BLOCKING AT PERPENDICULAR SHEARWALLS AND DOUBLE FLOOR JOISTS AT EACH END OF THE SHEARWALL,
14.-ALL BEAMS SUPPORTING SHEARWALL$ MUST BE STRAPPED TO THE WALLS BELOW.
16, ALL HOLDOWNS ON UPPER LEVEL MUST BE CONNECTED TO A POST BELOW PER HOLDOWN SCHEDULE TO THE LOWER LEVEL OR TO THE FOUNDATION.
AND RELOCATED.
10: ALL REINFORCING BARS SHALL BE FREE FROM GREASE, RUST, MILL SCALE OR ANY OTHER FOREIGN t
'
MATERIAL WISH MAY AFFECT THE BARS ABILITY TO BOND TO THE MORTAR.-
""'"'
9: ALL PIPES, MICTS AND CONDUITS WTTNtN THE SPHERE OF INFLUENCE OF THE FOOTING (THE PRESSURE
., -
ZONE, EXTENDING BELOW THE FOOTING, BASED ON A 2 HORIZONTAL TO 9 VERTICAL SLOPE) SHALL BE
11: REINFORCEMENT THAT IS PARTIALLY EMBEDED IN CONCRETE SHALL NOT BE FIELD BENT EXCEPT AS -
--
SLEEVED THROUGH CONCRETE CAST-#N•PLACE AT THE FOUNDATION POUR.
SPECIFICALLY DETAILED IN THESE DRAWINGS OR WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OF -
RECORD.
_
10.- FOUNDATION MAY BE SUBJECT TO TRUCTURAL REVISION IN THE FIELD DUE THE POSSIBLE VARYING
-
w
- SUBSURFACE CONDITIONS.
12.ALL REINFORCING STEEL SHALL BE PROVIDED AT ALL POUR JOINTS ON THE DRAWINGS, WHERE LAP
ANDfOR SPLICE LOCATIONS ARE NOT SPECIFICALLY INIDICATED, PROVIDE CLASS 'C' SPLICE PER -
LUMBER
SCHEDULE. ALL SPLICE LOCATIONS SHALL BE CLEARLY SHOWN ON SHOP DRAWINGS AND APPROVED BY
'
ENGINEER OF RECORD BEFORE FABRICATION.
`
1: ALL LUMBER SMALL BE GRADE MARKED DOUGtAS FIR LARCH CONFORMING TO DIVISION 23 (2001 C.B.C).
13 - PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE MANUAL OF STANDARD ,
-
2- RAFTER, BEAMS, PURLINS SHALL BE DOUGLAS FIR NO. UNLESS OTHERWISE NOTED.
PRACTICE FOR REINFORCING CONCRETE CONSTRUCTION BY WCRSL
....,,
14.- CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN V NOR i BAR DIA NOR Ix -
-
MAX AGRAGATE SIZE.
-
BARS IN SECOND LAYER MALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN DISTANCE BETWEEN
..
LAYERS 1'.
EXISTING SLAB NEW SLAP
12"
i
) 1
d ♦ �
# 4
1101111111001110M 4,
6
d
DRILL 9/16-MIN 0 #4 RESAR
HOLE FILL W/EPDXY DOWELS 0
GROUT & INSERT DOWEL * NO SPECIAL_ INSPECTION 24-O.C.
ALTERNATE: USE 1/2* IS REQ'D. FOR EPDXY IN
REDHEADS & THRD'G ROD THIS APPLICATION"
AT SLABS
DRILL SLANT HOLES EXISTG REBAR DOWELS
N NEW SAME SIZE &
1/16" OVER DIA OF SPACING AS
BAR FILL W/EPDXY GROUT g" 24"MIN FOOTINGS
e.i
1 ;
atl
♦ v y
+
A 4
r
i
1
s -
i
Q� A .t
AT FOOTINGS
I DOWELS �
,
2X RAFTER
s "CALIFORNIA" I
FRAMED
PLYWD SHTG
PER PLAN
Igg
t
EN
f 2X CONT f
"SHAPED "tW//
ggC
( 2X BLK'G .vvvvvw
1 RAFTERS l
3
NOTE: IN LIEU OF 2X BLOCKING, NAIL 2X
SHAPED W/ 2-16d EACH RAFTER
0:1—
CAUFORNIAFRAMED ROOF
tiHp 5' e 141-It
' -149 �-
F,X *T i�, ,, UPam,-' ---
Ct�
1
T
Exterior Finish
Ifil��l1li�r
3 # 4 Rebar Dowell @ ea.
3" A
2
CL _ 3112"
1$" S^q�T>
Post per plan
2 xStud
(4 x min)
Filter
WS per Schad
-_--_
SB
Hoidown (HDA)
per plan
S
HB
2x
Lerwgson
Z x 22x
or 3x
Min Embe
per plan
PerSchedul
3" min clr
Note: Goncret Stem Walls shall be:
6"
min widht for 618" o Anchors
8"
min widht for 7/8" o Anchors
8"
min for conc block
2" x 4" Studs @ 16" o1c w/ R-13 Insul (exterior)
Interior Finish
2" x 4" P.T. Mudsill w/ 618" x 10" L. A. B. &
Mudscreed w12" x 2" x 3116" washers (Typ)
3 1/2" Th. Goncret Slab
HIM Ilillll=llilili
6 mm Vapor Barrier & 2" of Sand
Compacted Earth
N 4 Rebar Top & Soft.
4" x 4" Post
P.B. 44
18"
" — 18" Sq. X W' Dp. Conc. Pad
SCHEDULEr'
TYPE
HD2A
H_D5A
HD6A
jHD8A
HD10A
MB
2-5/8
2-3/4
3-3/4
3-7/8
4-718
QTYIDIA
HB
4 1/2"
5 1/4"
5 118"
6 118"
6116,
SB
2 1/7,
3"
3 112"
3 1/2"
3 1/2"
CL
11/2"
21116'
21116'
21116'
21116'
SO
1/4"
112"
3/4"
314"
314"
SSTB#
16
20
28
28
28
1 pour
Le
12
16
24
24
24
min embed
SSTB#
20
24
34
34
34
2 pour
Le
_
16
20
28
28
28
min embed
913; 0
toad(133)
2775
4010
5100
7460
9540
Wind
Ats�bks
load (133)
2775
4010
5100
7460
9540
EaritYquaka
saaus oaseu on min a x posc size or max anchor 1oa0
Note For raised foundation use SSTB for
two pour system and extend bolt beyond
silll plate above floor shea8n
--- 4 x 4 Post Min. W/ E.N.
** PHD or HD per Plans &
Simpson Catalog
l` ► Existing Footing
Drill Holes 1116"
Larger than Soft
Dia. Threaded Rod w/ Epoxy
I.C.B.O. # 49" City of L.A.
R.R. @ 26186 w/ Special
U Inspection, Use (ET 22)
*" Use Equivalent PHD U.N.O.
HDA OR ALLOWABLE TENSILE LOAD Note: For Raised
PHD BOLT EDGE w (IN.) EMBEDMENT CONCRETE coMPRESSION
o(A iN. tr1 iN. iN. CC=2M(ET22) Floor use Longer
HD2A Gib 1-3/4 6 12 2775 Bolts to extend
H05A 6/8 1-3/4 6 12 4010 above Floor
* HD6,PA 718 1 1-3/4 8 15 5100,7460 Sheatin
* Use Simpson Set Epoxy I.C.B.O. # ER 6279 or RR #26279
i
A-36 @ 32" o/c (Alt)
112" Drywall Int. Wall & Ceiling
Roofing Material o/ 15# Felt
& 112" CD), 2410 Plywood
2" x 6" Roof Rafters @ 24" o1c
2" x 6" Ceding Joists @ 24"" o/c
w/ R 30 Insul
2" x Blocking wi 3-16d per block &
646d @ Rafter Tie
2 - 2" x 4" Double Top Plate
2" x 4" Studs @ 16" o/c w/R43
Insul (Exterior)
Exterior Finish
'I e
DRAWN
CHECKED
DATE
ECAt"E
Joe No.
amigET
PRINTED ON CLEARPRiNT 1000H'