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ADDITION TO.■
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713 N. GUNTHER ST., TA ANA
CA
92703
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SHEET INDEX
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50'
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A- 1 TITLE SHEET, SITE PLAN, DEMOLITION PLAN& MISC. DATA
- — -- — -- — -- — -- — -
A- 2 1st & 2nd FLOOR PLAN
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A- 3 1st & 2nd FLOOR ROOF PLAN
--T ---------
7",
A-4 EXTERIOR ELEVATIONS
A-5 CONSTRUCTION DETAILS
S1 EXISTG & NEW FOUNDATION PLAN
01%31ci IRRICR
S2 2nd FLOOR & ROOF FRAMING PLAN
FD1 FOUNDATION DETAILS
CO IS R`Y
(N) T-0
SD1 STRUCTURAL DETAILS
SD2 STRUCTURAL DETAILS
�4
(N)
GARAGE
SETBACK
FUOU
EN-1 TITLE 24 ENERGY FORMS
PROJECT TEAM
DESIGNED BY. ASSOCIATE ARCHITECT: 124 REPORT PREPARED BY.
J&R International, Inc. AP+E ADVANCED TITLE 24
Planning & Desip 3920 E. CORONADO ST., # 205 1441 HARBOR BLVD.
2225 W. BROADWAY AVE., E-301 ANAHEIM, CA. 92807 RJLLERTON, CA 92835
-------------- -----------------
Y-0"
ANAHEIM, CA. 92804 SEANNOURANI -9824
(714)525------------
-------------
-I',_--„
DOSE L. JUSTINIANO 714.470.7768 t24@pacbefl.net
714.774.3528 seamourani@aol.com
JoseLuisJ@JR-Intemadonalms
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PROJECT INFORMATION
(E)
GARAGE
JOB ADDRESS:
z
(N)WAFER.:
�.�:LOCAJION
HEATER
713 N. GUNTHER ST.,
SANT A ANA, CA 927803
F -1
SITE INFORMATION:
CONSTRUCTION TYPE V -N NON SPRINKLERED
ZONING R-1
01
NUMBER OF STORY TWO
L---
SITE AREA :6,100 sq. ft.
(E) HOUSE AREA (INCLUDE (E) GARAGE) :1,172 sq. ft.
(E) HOUSE AREA (EXCLUDE (E) GARAGE) :765 sq. ft.
(N)
FAMILY
(N) FIRST FLOOR ADDITION :610 sq. ft.
ROOM
(N)
KITCHEN
(N) SECOND FLOOR ADDITION :1,030 sq. ft.
L
(N)GARAGE 454 sq. ft.
TOTAL AREA :2,859 sq. ft. (46.86 % OF SITE AREA)
TOTAL FOOT PRINT :1,829 sq. ft. (30 % OF SITE AREA)
(E) IOT _gtt
OWNER
...... Y DRIVEWAY..-,,,-
(N)
�A
LAUNDRY
ROOM
------------ ---
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i i F[
MR. GUSTAVO CRUZ
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713 N. GUNTHER ST.,
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SANTA ANA CA 927803
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PARCEL No. 198-171-41
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(N) 200 AMP. ELEC.
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LOT No. 121 OF TRACT MAP No. 554
- - - - - - - - -
r
EL METER AND AND PAN
FIELD VERIFYBY
.-CONTRACTOR
CITY OF NORWALK
COUNTY OF LOS ANGELES
(E)
L
I CONVERTED (E) 5'-{Y'
I
LIVING
ROOM
I
(E) 17'-9" SETBACK
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SETBACK fill 17 -9"
SETBACK
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GENERALNOTES :
SETBACK (E) BEDROOM
(E)
01" y
TO A COMPUTER
AREA
!fit
BEDROOM 1
P4,0
1. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND LOCATION OF
EXISTING UTILITIES BEFORE START OF WORK ANY DESCREPANCIES
F191 NO
Ise'D
BETWEEN PLANS AND FIELD CONDITIONS MUST BE BROUGHT TO
DESIGNER'S ATTENTION IN WRITING PRIOR TO START OF CONSTRUCTION.
I------------
-----------
2. GENERAL CONTRACTOR TO SECURE ALL NECESSARY
PERMITS AS REQUIRED TO COMPLETE CONSTRUCTION.
3. ALL WORK TO CONFORM TO THE FOLLOWING.
BUILDING CODE CBC 2001
PLUMBING CODE - CPC 2001
MECHANICAL CODE - CMC 2001
ELECTRICAL CODE - CEC 2000
4. DIMENSIONS ARE FACE OF STUD TO FACE OF STUD U.N.O.
5. GENERAL CONTRACTOR SHALL INSTALL ALL REQUIRED BLOCKING FOR
- — -- — -- — --
50,
50,
ALL EQUIPMENT, HANGERS, ETC.
6. ALL WORK SHALL CONFORM TO ALL LOCAL AND STATE CODES
GUNTHER STREET
A[`"'
REGULATIONS.
7. INTERIOR WALLS SHALL BE FACED BOTH SIDES WITH 1/2" AR
DRYWALL.TYP.
SITE PLAN-
D
DEMOLITION ILAN
11
SCALE: 1/8"=1'=0"
SCALE: 1/4"=1'=0"
I REVISION
I NO. I DATE
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CHECKED 'y:
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DESIGNED BY:
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DATE
01/10/05C!
SCALE
"mm
AS NjTED
JOB Na
04-138
FILE NAME:
A- 1 m.]
DRAWING
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HEREIN WITHOUT THE WRITTEN AUTHORIZATION OF J&R INTERNATIONAL, INC. THIS DOCUMENT SHALL NOT BE REPRODUCED OR MODIFIED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF J&R INTERNATIONAL, INC. PLOT SAX
NG PRIOR TO START OF CONSTRUCTION. DO NOT SCALE THE Di
J
A
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF J&R INTERNATIONAL, INC. AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT OTHER THAN THE ONE IDEN
GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, DETAILS AND LOCATION OF EXISTING UTILITIES BEFORE START OF WORK ANY DESCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS MUST BE BROUGHT TO J&R INTERNATIONAL, INC. ATTENTION IN
E3
THE NET FREE VENTILATING AREA SHALL NOT BE LESS
THAN 1/150 OF THE AREA OFT1E SPACE VENTILATED.
COMPLIANCE BY CBC'98 SECTION 15053 (VENTILATION)
I
SCALE: 1/4"=1'=0"
27-31'
41'41
(N) 6 'x4'4'
SLIDER VI�t Mrmow
W/ DUAL G�SS CLEAR
It it ------------- -------------
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(N)
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ROOM
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DOOR DOOR
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(N)
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SLIDER VI �4130W
W/ DUAL GLASS CLEAR
51-9"
Al
(N) 5' "x' -01,
SLIDER WINDOW
W/ :+!ASS CLEAR
1
6-6" L
I 11-11f
16%2"
27%3"
GENERAL LEGEND
EXIST'G 2A WOOD STUDS
WALL TO REMAIN
NEW 2x4 WOOD STUDS
WALLS
NEW 2x6 WOOD STUDS
WALLS
(E) EXISTING
(N) NEW
ELECTRICAL LEGEND
NOTE:
ALL LIGHT SWITCHES TO BE DIMMER (EXCEPTION: FLUORESCENT LIGHT SWITCHES)
110 V DUPLEX OUTLET + 12"U.N.O.
SINGLE POLE TOGGLE SWITCH
3
+ 40" U.N.O. 3:3 WAY SWITCH
GFI: GROUND FAULT INTERRUPTER
WP: WEATHERPROOF
SURFACE MOUNTED CEILING
LIGHT FIXTURE
1/2HOT
�
SURFACE MOUNTED WALL
+
210 v FoURPLEx ou'rLEr
LIGHT FIXTURE
=&
110 V DUPLEX OUTLET IN FLOOR
K]
RECESSED LIGHT FIXTURE
TELEVISION JACK
4
EXHAUST FAN
COMPUTER TERMINAL
HARD WIRED WITH BATTERY
BACK UP SMOKE DETECTOR
44
TELEPHONE JACK
FLUORESCENT TUBE, SIZE
NOTED
27-3"
(N) 8'4k6'4'
SLIDER VINYL DOOR 19
91 -lilt W/ DUAL GLASS CLEAR �A-5
CONCREE LANDING
W/ 1/4" PER FOOT
SLOPE AX. (SEC. ------------ -- - -
1004
-----------------------
r2
(N)
PANTRY
If 5 xmwm a ap
6-11" 3141 A
L------------------------__j
(N)
tt
FAMILY
—
ROOM
tt
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(N)
KITCHEN
48-
W-711 3'-71 10'-3ft
(N)
(N) / L
LAUNDRY T-47x6-8" I
ROOM DOOR Y-Tf
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CC? CI�EAR (
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If It If 11 If II if it It it it it If I (Ell 11 it if if
CAI EA
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I (N) 200 AMP. ELEC. I
METER. AND PANEL
J FIELD VERIFY BY
CONTRACTOR
cn
5
�A-5) 0 <
- NEW
-------------
------ -
- COLUMN (E)jt Z
If LWING
ROOM
Z (j
9 T-101"I 15,4"-
L-------------- / ----------------
(E) RED OM
A
o C PUTER
AREA
(N) 5'-V'x4'-0"
OAK POOR SLIDER VINW WINDOW
BY: OJVNER W/ DUAL�ASS CLEAR
L .......... AN) T-91IXT-U,
----------------- ------------
SLIDER VINYL WINDOW
W/ DUAL GL SS CLEAR j 11-10" &+2"
5'-9" 9'-OY2" 7-11f2,' 4'-6y2l'
64Y2" 9'4Y2"
271-311
ELECTRICAL NOTES
1. PROVIDE ONE WALL SWITCH -CONTROLLED
LIGHTING OUTLET AT THE EXTERIOR SIDE OF
_+HB HOSE BIBB
OUTDOOR ENTRANCES OR EXITS, ETC. (210-70-a
NEC) EX. AT GARAGE MAIN DOOR.
HO HOSE BIBBW/
�S0 SHUT OFF
2. PROVIDE GROUND -FAULT
CIRCUIT4NTERRUPTER PROTECTION (GFC1)
FUEL GAS
_+FG
FOR ALL 125 VOLT, SINGLE-PHASE 15-AND
20-AMPERE RECEPTACLES INSTALLED IN
--Z— FIREPLACE KEY
BATHROOMS, GARAGES (EXCEPT DEDICATED
OUTIES) AND OUTDOORS WITHIN 6-6'OF
GRADE. (210-8(a) NEC)
3. PROVIDE WATER PROTECTION FOR ALL
RECEPTACLES INSTALLED OUTDOORS. (410-57
NEC)
KEY NOTES
Fj] 30"x30* ATTIC ACCESS.
M
0 PROVIDE CERAMIC TILES OVER CEMENT
PLASTER OVER WONDER BRD. EQUAL TO
70" ABOVE DRAIN AT 3 WALLS OF SHOWER
TUB. GLASS SLIDING DOOR AND PANELS
MUST BE LABELED CATEGORY 11.
F31 LOW FLUSH. 1.6 GALLON TOILET FIXTURE.
F41 SHELF AND POLE.
[am'] FULL HEIGHT LINEN CABINET
F61 RECESSED MEDICINE CABINET.
I
(N) WAT
ER
LOCATION
HEATER I
I REVISION
1-No:1 DATE
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CHECKED BY:
J&R lnfl", Inc.
DESIGNED BY:
J&R Infl., Inc.
DATE
01/10/05
SCALE
AS NOTED
JOB NO
04-138
FILE NAME.
A-2
14%
DRAWING
A�2
OF
SHEETS
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF J&R. INTERNATIONAL, INC. AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT OTHER THAN THE ONE IDENTIFIEDHEREIN WITHOUT THE WRITTEN AUTHORIZATION OF J&R INTERNATIONAL, INC. THISDOCUMENT SHALL NOT BE REPRODUCED OR MODIFIED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OFJ&RINTERNATIONAL, INC. PLOT DATE: 03/30/05
GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, DETAILS AND LOCATION OF EXISTING UTILITIES BEFORE START OF WORK ANY DESCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS MUST BE BROUGHT TO J&R INTERNATIONAL INC. ATTENTION IN WRITING PRIOR TO START OFCONSTRUcTLON. DO NOT SCALE THE DRAWING
�T7w� nrm I
NEW
2x FASCIA
SCALE: 1/4"=1'=O"
12
41 -.000
NEW STUCCO TO
MATCH EXISTING
NEW STUCCO TO
MATCH EXISTING
NEW STUCCO TO
MATCH EXISTING
r13-
w- f
NORTH ELEVATION
SCALE: 1/4"=1'=O"
12
NEW TILE ROOF OVER
2 I-AYFRS 15# FEI X
BY: EAGLE- ROOFING PRODUCTS.
I.C.B.O. E.S. REPORT # 4660
NEW TILE ROOF OVER
2 LAYERS 15# FELT
BY: EAGLE, ROOFING PRODUCTS.
I.C.B.O. E.S. REPORT # 4660
NEW STUCCO TO
MATCH EXISTING
NEW STUCCO TO
MATCH EXISTING
-5) OPENABLE AREA
5.7 SQ. FL MIN.
TYP
20" CLEAR (MIN.)
mammumm
NEW
2x FASCIA
V=ffl-
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WEST ELEVATION
SCALE: 1/4"=1'=0"
OPFNABLE AREA
= 5.7 SO. FT. MIN.
34 1/8" CLEAR
(FOR MIN. 24!'HEIGHT)
ALL SLEEPING ROOMS IN DWELLING UNITS BELOW THE FOURTH FLOOR SHALL
HAVE AT LEAST ONE OPERABLE WINDOW OR DOOR APPROVED FOR EMERGENCY
OR RESCUE. THE EMERGENCY WINDOW OR DOOR SHALL BE OPERABLE FROM THE
INSIDE TO PROVIDE A FULL, CLEAR OPENING WITHOUl'-tl-lE USE OF SEPARATE
TOOLS. ESCAPE OR RESCUE WINDOWS SHALL HAVE A MINIMUM NET CLEAR
OPENABLE AREA OF 5.7 SQUARE FEET. THE MINIMUM NET CLEARIIEIGHT
DIMENSION SHALL BE 24 INCHES. THE MINIMUM NET CLEAR WIDTH DIMENSION
SHALL BE 20 INCHES WHEN WINDOWS ARE PROVIDED AS A MEANS OF ESCAPE OR
RESCUE, THEY SHALL HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44 INCHES
ABOVE THE FLOOR. THE TABLE BELOW SHOWS THE MINIMUM HEIGHT AND WIDTH
OF REQUIRED 5.7 SQUARE FOOT OPENING.
WIDTH
27.5
28
28.51[429
q
30
31.51
31�
31,5
3A
32.5
33
33.5
3
34.51
1HEIGHT
29.
1
29,
20.5
28.8111111128.3
21
[2
27.8
27.8
7.,g
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27.
26.9L26.5L26.jl[Z5
231121.5
21124.511
25.3
2511255F�61
24.
24.
1244.5lL24.1
26.5
23.
HEIGHT 11
41
120.51
11
34.4
33
191
3
R27 3�.
30. _
STUCCO Spr4,CS
TYPICAL, STUCCO: 7/8"STUCCO CEMENT
PLASTER W/ EXPANDED METAL LATH OR
WOVEN WIRE LATH FASTENED W/ 16 GA.
STAPLES@ 6"O.C.
NEW TILE ROOF OVER
2 LAYERS 15# FELT
BY: EAGLE ROOFING; PRODUCTS.
I.C.B.O. E.S. REPORT # 4660
TYP
NEW STUCCO TO
�3.
MATCH EXISTING
A-5
�4
TYP
-111
F-1 I T 1 1 1 1 1 1 !T1
II
F.F.
NEW STUCCO TO
MATCH EXISTING
+1
SCALE: 1/4"=1'=O"
1%,
12
NEW
2x FASCIA
I REVISION
I NO. I DATE
Ky
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DRAWN BY.
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CHECKED BY:
J&R Int'l., Inc.
DESIGNED BY:
J&R Int'l., Inc.
DATE
01/10/05
SCALE
AS NOTED
JOB NO
04-138
FILE NAME.-
A-3
DRAWING
A�3
OF
SHEETS
THIS DOCTfMFNT, AND ME IDEAS AND DFSIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF J&R INTERNATIONAL, INC. AND ISNOT TO BE USED IN WHOLE, OR PART FOR ANY PROJECT OTHER THAN THE ONE IDENTIFIEDHEREIN WITHOUT THE WRI-FIENATTMORIZA-nON OFJ&R INTERNATIONAL, INC. THISDOCUMENT Sl-lAf.I.NOTBF.,RFPRODTJCF.D ORMODfFfFDINANY WAY WITHOUT THFFXPRESSED WRITTEN CONSENTOF J&R INTERNATIONALINC. PtoT mm 01/10/05
GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, DETAILS AND LOCATION OF EXISTING UTILITIES BEFORE START OF WORK ANY DESCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS MUST BE BROUGHT TO J&R INTERNATIONAL, INC. ATTENTION IN WRITING PRIOR TO START OF CONSTRUCTION. DO NOT SCALE THE DRAWING
0
NEW
PITCH - - - - - - - -
12
41
WEST ELEVATION
NEW STUCCO
TO MATCH EXISTG
f �IIT;iI limp 1'/:V Y (0►1
IN
T— — — — — — — — — — — — — — — - I
.1.
(2)96-
4:12 1 4:12
G.F.I. j f SLOPE 1SLOPE
WATER =E)G.F.I.
PROOF
(N) CONCRETE GARAGE DOOR
OPENER
LANDING W/ 1/4!'PER
FOOT SLOPE MAX. I (NLG GE
(SEC. 1004.9 UBC)
3
20' CLE INSIDE
(N)
T-Yf
z
G.F.
_(N)_L6'-0`xT-0" METAL ILAqjqRYROLL-UP GARAGE
- i56O-li7-'VV/ WOOD -PAINT f k7AA�, TiRfSH- - -
ELECTRICAL NOTES
16'-0"
1. PROVIDE ONE WALL SWITCH -CONTROLLED
LIGHTING OUT AT THE EXTERIOR SIDE OF
OUTDOOR ENTRANCES OR EXITS, ETC. (210-70-a
NEC) EX. AT GARAGE MAIN DOOR.
2. PROVIDE ONE RECEPTACLE OUTLET IN EACH
DETACHED GARAGE WITH ELECTRIC POWER,
AT EXTERIOR OF BUILDING (ACCESSIBLE AT
GRADE LEVEL AT THE, FRONT AND BACK OF THE
DWELLING), ETC. (210-52 NEC)
3. PROVIDE GROUND -FAULT
CIRCUIT -INTERRUPTER PROTECTION (6FCI)
FOR ALL 125 VOLT, SINGLE-PHASE 15-AND
20-AMPERE RECEPTACLES INSTALLED IN
BATHROOMS, GARAGES (EXCEPT DEDICATED
OUTLES) AND OUTDOORS WITHIN 6'-6"Of,
GRADE. (210-8(a) NEC)
4. PROVIDE WATER PROTECTION FOR ALL
RECEPTACLES INSTALLED OUTDOORS. (410-57
NEC)
2
A-5
3-1/2'kI4'PSL
RIDGE BEAM
PER STRUCT. DWGS.
12
41
2X10 CLGr. J. @ 16 O.C.,
PER STRUCT. DWGS.
)_J
T-5't
TYP V-0"
OVERHANG
GENERAL LEGEND
EXISTG 2x4 WOOD STUDS
WALL TOREMAIN
1111111111111111 NEW 2A WOOD STUDS
WALLS
NEW 2x6 WOOD STUDS
WALLS
(E) EXISTING
IN) NEW
ELEC. OUTLET
Ca + 15"AFF TYP. U.N.O.
$
WALL SWITCH
LIGHT
EXHAUST VENT.
NEW TILE ROOF OVER
2 LAYERS 15# FELT
BY: EAGLE ROOFING PRODUCTS.
I.C.B.O. E.S. REPORT # 4660
2x8 ROOF RAFTER
@ 24" O.C., PER STRUCT. DWGS.
A-5)
...... .... ........
2x4 STUDS
@ 16" O.C.
NEW 7/8" STUCCO
TO MATCH EXISTG
13
N-5
9
CALIFORNIA
FRAM'G, PER
STRUCT. PLANS
NEW TILE ROOF OVER
2 LAYERS 15# FELT
BY: EAGLE ROOFING PRODUCTS.
I.C.B.O. E.S. REPORT # 4060
SECTION
2x8 ROOF RAFTERS
@ 24" O.C., PER STRUCT. DWGS
R-30 BATT I
2,4 STUDS
INSULATION
F-
@ 16 O.C.
2x8 CEILING JOIST
R 13 BATT
—INSULATION
@ 16 O.C. PER STRUCT. DWGS
I
I
50' G". BD.
u
— 7)8" STUCCO
—
TYP. @ ALL INTERIOR
WALLS. U.N.O.
NEW BEDROOM
4xlO BEAM,
PER STRUCT. PLANS
2X8 FLOOR JOIST,
C)
,COW
PER STRUCT. PLANS
Ix
f:�
15!
0
(I -FLOOR JOIST
@ 16O.C. PER
LAP JOISTS WITH STUDS
STRUCT. DWGS
WITH 5-16d PER JOIST
2x BLOEING
71
EXISTG CONCRETE
SLAB ON GRADE
(E) LIVING ROOM
�51
SECTION
I
REVISION
NO. DATE
88
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CHECKED BY: J&R Int'l., Inc.
DESIGNED BY-
J&R Int'l., Inc.
DATE
01/10/05
SCALE
AS NOTED
JOB NO
04-138
FILE NAME:
A-4
DRAWING
A�4
OF
SHEETS
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONALSFRVICE IS THE PROPERTY OF J&R INTERNATIONAL, INC. AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT O'HIER 'THAN THE ONEIDENTIFIEDHERFIN WITHOUT THE WRITTENAUTHORIZATION OF J&R INTERNATIONAL, INC. THISDOCUMENT SHALT, NOT BEREPRODUCED OR MODIFIED IN ANY WAY WITHOUT -THFFXPRESSED WRITTENCONSENT OF J&RMIERNATIONAI., INC. PLOT DATE 03/30/05
GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, DETAILS AND LOCATION OF EXISTING UTILITIES BEFORE START OF WORK ANY DESCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS MUST BE BROUGHT 'TO J&R INTERNATIONAL INC. ATTENTION IN WRITING PRIOR TO START OF CONSTRUCTION. DO NOT SCALE THE DRAWING
NOTCH CURB FOR OVERFLOW
2x BLOCKING
_2X
HANDRAIL, SEE DETAIL
3/4' PLYWOOD THREADS
2x OFRAFTER
a Iro O.C, PER STRUCT.
STUCCO 01 STUD WALL
4 RISERS
DUJGS�
15LD6. PAPER
12
DECK CURB BEYOND
2X F.T. SILL
ROOF 5HEATG,— 4 5`5
PLYWOOD S.W.
SEE STRUCT. DUr-36.
DECK FINISH, SEE PLAN
(W14ERE OCCURS) CONC. FOUNDATION
(3) 2 x 14 STRINGERS
TILE ROOF OVER
STUCCO WEEP
z
2 LAYERS 15# FELT
DECK DRAIN (PROVIDE AN OVERFLOW
SCREED 1><1I
4' NOTCH FOR EACH DECK DRAIN
ir, /.
UNDERLAYMENT 4 BASE
FLASHING OVER DRAIN COLLAR
FGRADE . , .
v
FIN 4' MIN. ABOVE EARTHM
-
SPACE BETWEEN
T 10 IN
I—LAF>
xy
2' MIN. ABOVE PAVED AREAS
BALUSTRADES 33/4'
SLOPE To DRAIN
Ilium
MAX.
2-2x4 TOP PLATES
BALUSTRADES
—R-13 BATT INSULATION
X
—WOOD CAP AT CURB
_q
MAX
STUCCO 2x4 STUDS a 16*0.C. WNO
;a+
PLUMBING 4 2x6 STUDS a
Iro'O-C. W1 PLUMBING
TYPICAL STUCCO. Ila' STUCCO CEMENT PLASTER
WOOD TRIM AT CURB
2x FASCIA
W1 EXPANDED METAL LATH OR WOVEN WIRE LATH
\-2x4 F`TDF THRUST PLATE
11-01 2x C. J.,s Ito' O.C., PER
FASTENED W1 16 GA. STAPLES 0 V O.C.
ANCHORED W1 REDHEAD
L OVERHANG STFRUCT. DUrSS, W/R-30
OT FINS 6 24' O.C. W1
HD
'
BATT INSULATION
2A.WASHERS
3' DIA MIN. DRAIN LINES TO
EXTERIOR DRAINAGE SYSTEM
SCALE
SCALE
SCALE
SCALE
SCALE
DECK DRAIN
17
STUCCO WEEP SCREED
13
RAILING ELEVATION
9
STAIR (BOTTOM)
EAVE SLOPING ROOF
N.T.S.
N.T.S.
N.T.S.
N.T.S.
N.T.S.
2x STUD WALL
HIP OR RIDGE TILE
COMBUSTION AIR FROM
FRAMING MEMBERS
INTERIOR FINISH
PLYWOOD SU15FLOOR
OUTSIDE THROUGH ROOF, WALL
2x NAILER
OR ATTIC SPACE
ROOFING MATERIAL
7. X, HARDWOOD HANDRAIL, SEE DETAIL 20/-
10' MIN.
MORTAR
VENT TO OUTSIDE
MIN.
FRAMING MEMBERS
ROOF SHEATING
(2) WOOD SCREWS PER BRACKET
ROOF TILE
116' THK x 3/8' DIA, STEEL PLATE
UNDERLAYMENT
COPPER VALLEY
^ W1 5/0' x 35" LG LAG BOLTS
BOX -OUT FOR HIGH AND
FLASHING 2ro GA MIN.
+
LOW COMBUSTION AIR
x
I' MAX .4
PLYWOOD SHEATHING
HIGH COMBUSTION AIR OPENING W/
E
91 1/4' GAL. METAL SCREEN OVER SIZE
1/8* THK x 3/8* DIA.
ttJ
PER W.H. MANUR SPEC.
STEEL PLATE W1 5A8'
x 3.5' LG LAG BOLTS
Tr JOIST
Ito GA. X 1.5" WIDE MIN
ELEVATION VIEW
OR
OR BEAM
GAL. STEEL STRAP
-WATER HEATER
SECTION VIEW
2 X STUD WALL W1 5/8' TYPE 'X'
GYP. BD_ ON EACH SIDE
RETURN HANDRAIL TO
WALL EACH END.
(3) 2 x 14 STRINGERS
FRAMING MEMBERS
Ito GA X 1.5' WIDE MIN
PLAN VIEW
GAL. STEEL STRAP
NOTE:
NOTE:
LOW COMBUSTION AIR OPENING W1
HANDRAIL SHALL WITHSTAND MIN. 200 LBS. AT ANY POINT
UNDERI _AYMENT M`U ST EXTE1,41)
1/4GAL. METAL SCREEN OVER 61ZE
UP AND 0 VE R NA[LER.
PER W.H. MANUF. SPEC.
WATER HEATER CONTROLS
FIRE BLOC -KING
CONTINUOUS LEDGER
8 1' V Ift
VALLEY
SCALE
14
WALL MOUNT HANDRAIL
SCALE
10
STAIR (TOP)
SCALE
6
RIDGE OR HIP
SCALE
2
-A 15d I j
N.T.S.
N.T.S.
N.T.S.
N.T.S.
r
5/8" THICK PLYWOOD PLATFORM,
SECTION VIEW TIGHTLY SEAL ALL JOINTS
2x4 SOFFIT FRAMING
NOTES -
RAILING, SEE DETAIL
EXTERIOR FINISH
I. GUARDRAILS 514ALL RESIST
3/4' DIA. X 5' LONG LAG
SCREWS THROUGH LEDGER
__F_ - —
EXTERIOR STUCCO
BUILDIN6j PAPER
201bs. PER LINEAL FOOT
HORIZONTAL FORCE APPLIED OPENINGS BETWEEN BALUSTERS
UNDIWRLAYMENT TO LAP
OVER FLASHING
AT RIGHT ANGLE TO TOP SHALL NOT ALLOW A 4'
_--2 X LEDGER
IE�* FELT 0/ PLYWOOD
1/6, STUCCO
OP FRAIL AND 200Ibs.AT
ANY POINT, SPHERE TO PASS THROUGH.
Z BAR FLASHING AND COUNTER
—WATER HEATER
SHEATHING
2X4 FIL44T ON
2, PROVIDE POSTS AT 4W
SEE DETAIL(!)
12i
FLASHING, 26 GA. MIN.
z
O.C. BETWEEN GUARDRAIL-44
Ix NAILER,
16 GA X 1,5* WIDE MIN
2Co GA. G.I. FLASHING
I,25'xI.25'xI/8' T.S. OR 1' 60.
GAL. STEEL STRAP
PAINTED TO MATCH TRIM
ty BAR STOCK POST 6 RAIL
MORTAR
VENT TO OUTSIDE AIR
2x WOOD TRIM w/ 1/2'
STUCCO J -STOP
STIR -a DBL_ 48' O.C.
JOIST t-
2 X STUD WALL W1 5/8' TYPE 'X'
RADIUS. HEIGHT VARIES
SELF FLA514IWs WINDOW FRAME
2'x4.15'x3/0* THK_
-q 5TEfk f6LAfEW/-(-4)
ROOF TILE
GYP. BD. ON EA. SIDE
MOF ON 3/6' PYWD.
FINISH FL.R.
SHEATWING
CC IT. CAULK BEAD
01 -1 Yb' x 4.5" LAG 5CREN6
—TIGHT FITTING DOOR W1 SEALS
PLAN VIEW N (f IT,,:
WOOD COLUMN CAPITAL TO
MATCH SIMILAR PROFILE.
.15, '15"
WATER HEATER STRAPPING SHALL BE AT POINTS
2X FRAMING
2X4 PLANT ONRI)
IL
WnWIN THE UPPER ONE-ITH(1/3) AND LOWER
ONE-THIRD (1/3) OF ITS VERTICAL DIMENSION. AT
435 6 TOP DB�MRIMM.JOIST
ROOF SHE
TIM LOWER POINT AMIN. DISTANCE OF4!'SHAI_LBE
AND BOTTOM (3X E ER)
MAINTAINED ABOVE THE CONTROLS W/1T]E
2X FRAMING
STRAPPING (U.P.C. 510.5.)
STIO Q VIBL.
NOTE:
OTE:
UNDERLAYMENT MUST EXTEND
UP AND OVER NAILER.
SCALE
SCALE
SCALE
SCALE
SCALE
WATER HEATER
19
SOFFIT @ COLUMN
15
STUCCO DETAIL
SHEAR TRANSFER
7
ROOF TO WALL
3
N.T.S.
N.T.S.
N.T.S.
N.T.S.
N.T.S.
2x4 COLUMN FRAMING
STUCCO FINISH
Ix RECE55ED PANEL
Nc_
ON MDF.
2' MAX.
EXTERIOR FINISH
COLOR COAT of HIGH
DEN51TY FOAM TRIM
2x WD, TRIM TO MATCH
SIMILIAR PROFILE.
1/8" STUCCO
HARDWOOD HANDRAIL
UNDERLAYMENT TO LAP
X
OVER FLASHING
PLYWOOD SHEATHING
SLOPED 2x3 TRIM
WHERE OCCURS
SLOPE STUCCO OVER
'Z' BAR FLASHING AND
X Z
BITUMEN MEMBRANE
COUNTER FLASHING, 26 GA. MIN.
O STONE VENEER ON
2x3 WOOD TRIM
OVER PLYWOOD
METAL CHANNEL
O .4 STUCCO BROUN
> w COAT
RAIL CAP SECTION
2 x NAILER
GUARDRAIL SUPPORT
U_ A
lu w
UNDERLAYMENT
i >< I' COVE MOULDING
2X BAND tp
SILL PLATE
WITH STUCCO FINISH -0t
INTERIOR FINISH
MOF ON VAPOR BARRIER
FOUNDATION PER PLAN
2x4 FRAMING
HARDWOOD HANDRAIL
IEEE! I I
I' COVE MOULDING
STUD WALL
3/6* E)f,4.x 5' LONG LAG SCREW
ROOF SHEATH1NGi
(PRZE-DRILLED FRAIL)
-I x NAILER
2x4 WOOD TRIM w/ 2ro
ELEVATION VIEW
GA. G.I. FLASHING
CONNECTION AT WALL
2X FRAMING
wo
STONE VENEER
SCALE
SCALE
SCALE
SCALE
SCALE
20
COLUMN @ BASE
16
STUCCO BAND
12
RAIL CONN. AND CAP
8
ROOF TO WALL
4
ON STUDWALL
N.T.S.
N.T.S.
N.T.S.
N.T.S.
N.T.S.
I RDASION
I NO. I DATE
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DRAWN BY:
J&R Int'l., Inc.
CHECKED BY:
J&R Infl., Inc,
DESIGNED BY:
J&R Intl., Inc.
DATE
01/10/05
SCALE
AS NOTED
JOB NO
04-138
FILE NAME:
A-5
DRAWING
Ai�5
OF
SHEETS
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF J&R INTERNATIONAL, INC. AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT OTHER THAN THE ONE IDEWHREDHEREIN WITHOUTTHEE WRITTEN AUTHORIZATION OF J&RINTERNATIONAL, INC. THIS DOCUMENT SHALL NOT BEREPRODUCED ORMODIFIED INANY WAYATMOUT THE EXPRESSED WRITTIENCONSENT OF J&RINTERNATIONAL, INC. PLOT OAW. 01/10/05
GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, DETAILS AND LOCATION OF EXISTING UTILITIES BEFORE START OF WORK ANY DESCREPANCIES BETWEEN PIANS AND FIELD CONDITIONS MUST BE BROUGHT TO J&R INTERNATIONAL INC. ATTENTION IN WRITING PRIOR TO START OF CONSTRUCTION. DO NOT SCALE THE DRAWING
Lei alai al "01
GENERAL
1. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
SITE CONDITIONS BEFORE STARTING WORK. THE ARCHITECT OR
ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY.
2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE
OVER THESE GENERAL NOTES
3. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE
UNIFORM BUILDING CODE, LATEST EDITION.
4. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION BRACING,
SHORING TEMPORARY SUPPORTS, ETC., IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN
CONSIDERED BY THE STRUCTURAL ENGINEER. THE CONTRACTOR
IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR
TO THE APPLICATION OF ALL SHEAR WALLS, ROOF AND FLOOR
DIAPHRAGMS AND FINISH MATERIALS. HE SHALL PROVIDE THE
NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO THE
APPLICATION OF THE AFORE -MENTIONED MATERIALS.
OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL
ENGINEER SHALL NOT INCLUDE THE INSPECTION OF THE
ABOVE ITEMS.
1, ALL REINFORCING SHALL BE ASTM A-615-40 FOR #4 BARS AND
SMALLER. ALL REINFORCING SHALL BE ASTM A-615-60 FOR #5
BARS AND LARGER. WELDED WIRE FABRIC TO BE ASTM A--185,
LAP 1-1/2 SPACES, 9" MIN. FOR STRUCTURAL SLABS ALL
REINFORCING #5 AND LARGER TO BE ASTM A-615-60
2. ALL BARS SHALL BE DEFORMED AS PER ASTM A-305.
3. ALL BARS SHALL BE CLEAN OF LOOSE FLAKY RUST, GREASE OR
OR OTHER MATERIALS LIKELY TO IMPAIR BOND.
4. ALL BENDS SHALL BE MADE COLD.
5. SPLICING OF BARS SHALL HAVE LAPPING OF 30 DIA. OR 2'-0"
MIN. IN ALL CONTINUOUS REINFORCEMENT OF FOOTINGS AND
CONCRETE WALLS, EXCEPT AS NOTED ON PLANS. MASONRY
REINFORCEMENT SHALL HAVE LAPPINGS OF 40 DIA. OR 2'-0"
WHICHEVER IS GREATER,
6. ALL REINFORCING BARS SHALL BE ACCURATELY AND SECURELY
PLACED BEFORE POURING CONCRETE.
5- VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT
7. CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AT LEAST
BEEN CONSIDERED BY THE STRUCTURAL ENGINEER.
EQUAL TO THE DIAMETER OF THE BARS. COVER SHALL BE AS FOLLOW:
6. CONCRETE SLAB ON GRADE HAS NOT BEEN DESIGNED
A.
POURED AGAINST EARTH 3„
BY THE STRUCTURAL ENGINEER.
B.
POURED AGAINST FORM BELOW GRADE 2"
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
#6 AND LARGER 2"
LOCATE ALL EXISTING UTILITIES WETHER SHOWN HEREON OR
#5 AND SMALLER 1 1/2"
NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR
C.
FORMED SLABS 1"
SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN
D.
SLABS ON GRADE (FROM TOP OF SLAB) 1"
CONJUNCTION WITH THE PROSECUTION OF THIS WORK.
E.
COLUMNS AND BEAMS TO MAIN BARS 2"
NAILING SCHEDULE
F.
" WALLS - EXPOSED TO WEATHER 2
TO SMALLER
NOT EXPOSED WEATHER, #11 AND 1"
#14 AND #18 1 1/2"
CONGREr"ll"E
THIS NAILING IS TYPICAL UNLESS OTHERWISE NOTED OR
DETAILED. ALL NAILS SHALL BE COMMON, U.N.O.
(TABLE 23-11-B-1 C.B.C. 2001)
1.
ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION OF
THE UNIFORM BUILDING CODE.
1. JOIST OR RAFTERS TO SIDE OF STUDS
8" DEPTH OF LESS
3-16d
2.
CONCRETE SHALL BE DESIGNED AND TESTED AS OUTLINED IN
FOR EACH ADDITIONAL 4" IN DEPTH
1-16d
THE SPECS,
2. JOIST OR RAFTERS AT ALL BEARING
3.
ALL CEMENT SHALL CONFORM TO ASTM C-150.
TOE NAILS EACH SIDE
3-8d
3. STUDS TO BEARING
TOE NAILS EACH SIDE
2-8d
4.
FINE AND COARSE AGGREGATE SHALL CONFORM TO ASTM C-33
4. BLOCKING BETWEEN JOISTS OR RAFTERS
FOR STANDARD WEIGHT CONCRETE AND ASTM C-330 FOR LIGHT
TO JOISTS OR RAFTERS -
WEIGHT CONCRETE.
TOE NAILS EA. SIDE, EA. END
2-10d
5.
ALL AGGREGATE SHALL BE COMPARABLE TO "SAN GABRIEL
TO JOISTS OR RAFTER BEARINGS-
VALLEY" AGGREGATE. THE SHRINKAGE SHALL BE AS PER ASTM
TOE NAILS EA. SIDE
3-8d
C-157 WITH THE AVERAGE DRYING SHRINKAGE AT 28-DAYS
5. BLOCKING BETWEEN STUDS EACH END
NOT EXCEEDING 0.04%.
TOE NAILS
2-10d
6.
DRYPACK SHALL BE COMPOSED OF ONE PART PORTLAND
END NAILS
2-16d
6. PROGRESSIVE BLOCKING - RAFTER TO BLOCK
CEMENT TO NOT MORE THAN THREE PARTS SAND.
AND BLOCK TO CONT. NAILER
2-16d
7.
ANCHOR BOLTS, HOLDOWN BOLTS, DOWELS, INSERTS, ETC.
7. MULTIPLE STUDS (STAGGER FOR STUDS
16d AT
WIDER THAN 4")
16" O.C.
SHALL BE SECURELY TIED IN PLACE PRIOR TO POURING CONCRETE.
& RIBBON STUDS
8.
CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY WET
1x RIBBON
2-8d
FOR 10--DAYS OR BY AN APPROVED CURING COMPOUND.
2x RIBBON
2-16d
9.
REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND
9. DOUBLE TOP PLATES
PLUMBING DRAWINGS FOR MISCELLANEOUS ITEMS TO BE CAST
LOWER PLATE TO TOP OF STUD
2-16d
INTO CONCRETE AND FLOOR DEPRESSIONS, PITS, ETC.
UPPER TO LOWER PLATE
10.
SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF EXPANSION
SPLICE ( 4'-0" MIN, ) EA. SIDE
16d AT 6" O.C.
JOINTS, SCORING, ETC. FOR CONCRETE WALKS AND SLABS.
OF BUTT IN TOP PLATE
8-16d
UPPER TO LOWER PLATE
11.
ALL STRUCTURAL CONCRETE F'c = 3,000 PSI
AT INTERSECTIONS
3-16d
ALL SLAB -ON -GRADE F'c = 2,500 PSI
10. CEILING STRIPS
ALL CONTINUOUS FOOTINGS AND PADS F'c = 2,500 PSI
1 x4 PER BEARING (STRONGHOLD TYPE)
3-8d
ALL CONCRETE SHALL REACH MINIMUM COMPRESSIVE STRENGTH
2x3 PER BEARING (STRONGHOLD TYPE)
2-16d
28 - DAYS.
1i. PLYWOOD NAILING - SEE DETAILS AND/OR SCHEDULE
12-
ALL CONCRETE WITH F'c GREATER THAN 2,500 PSI SHALL
HAVE SPECIAL INSPECTION PER SECTION 1701 OF THE UNIFORM
12. BUILT-UP BEAMS 20d AT 32" O.G.
2-20d AT END
BUILDING CODE UNLESS NOTED OTHERWISE.
AT TOP AND BOTTOM STAGGERED
2-8d
13. 1 x6 LET -IN BRACES, EACH BEARING.
PRE -DRILL HOLES FOR NAILS
ALL CONNECTING HARDWARE, JOIST HANGERS, TIE STRAPS, ETC., SHALL
BE SIMPSON "STRONG -TIE" UNLESS NOTED OTHERWISE OR SHOWN.
13. CONCRETE FOR SLAB ON GRADE SHALL HAVE A MAXIMUM OF 4"
OF SLUMP PER ASTM C-143. 5 SACKS OF CEMENT PER CUBIC
YARD OF CONCRETE, CEMENT ASTM C-150 TYPE 1 OR 2
11-tv-1u13u:i
1. ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE
WITH THE STANDARD GRADING RULES NO.16 FOR WEST COAST
LUMBER AND UBC STANDARD NO. 23-1.
2. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED DOUGLAS FIR OR REDWOOD.
3. HOLES FOR BOLTS SHALL BE BORED WITH A BIT 1/32" TO
1/16" LARGER THAN THE NOMINAL BOLT DIAMETER.
4. ALL BOLTS SHALL BE RE -TIGHTENED PRIOR TO APPLICATION
OF PLYWOOD, PLASTER, ETC.
5. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC.
UNLESS SPECIFICALLY NOTED OR DETAILED.
6. 2X SOLID BLOCKING SHALL BE PLACED 13ETWEEN JOISTS OR
RAFTERS AT ALL SUPPORTS, EXCEPT WHEN LEDGERED.
7. CROSS -BRIDGING SHALL BE PROVIDED AT 8'-0" O.C. MAX.
FOR ALL FLOOR JOISTS OVER 10" IN DEPTH AND ALL ROOF
JOISTS OVER 10" DEPTH. USE SOLID BLOCKING OR AN
APPROVED TYPE METAL BRIDGING.
8. ALL STRUCTURAL PLYWOOD SHALL BE STRUCTURAL II OR C-D
GRADE WITH EXTERIOR GLUE UNLESS NOTED OTHERWISE AND
CONFORM TO PS-1-95. EACH SHEET SHALL BE INDENTIFIED
BY A REGISTERED STAMP D.F.P.A OR A.P.A.
9. ALL BOLTS BEARING ON WOOD SHALL HAVE STANDARD CUT
WASHERS UNDER HEAD AND NUT UNLESS NOTED OTHERWISE.
10, ALL METAL ANCHORS, FASTENERS AND CONNECTORS ETC.
SHALL BE FROM SIMPSON STRONG -TIE (TM). SUBSTITUTIONS
MUST BE PRE -APPROVED IN WRITING BY ESI/FME.
11. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR -LARCH,
19% MAX. MOISTURE CONTENT, OF THE FOLLOWING GRADES
UNLESS NOTED OTHERWISE :
2X4 STUDS (UP TO 10')........... "STUD GRADE" OR BETTER
2X4 STUDS (OVER 10')............. "CONSTRUCTION GRADE„
2X PLATES & 3X PLATES...... "STANDARD GRADE" OR BETTER
2X6 STUDS ....................................... NO.2
2X JOIST NO,2
BEAMS AND STRINGERS
4X10 AND SMALLER .................... NO.1
012 AND LARGER.... .... .............. NO.1
6X AND 8X....................................... NOA
POST AND TIMBERS,. ....... ......... NO.1
ROOF PLANKING AND DECKING..COM.DEX.
BOARD SHTG. AND STRIPP€NG..SUITABLE FOR INTENDED USE.
1997 NDS STRESS VALUES FOR DOUGLAS FIR -LARCH:
SINGLE/REPETITIVE
2X4 ,#2: Fb= 1315/1510 PSI ; fv=95 PSI E=1.6x10 6
2X6 #2: Fb= 1140/1310 PSI
2X8 #2: Fb= 1055/1210 PSI
2X10 #2: Fb= 965/1105 PSI
2X12 #2: Fb= 875/1005 PSI
2XI4 #2: Fb= 790/ 905 PSI
06 #2: Fb= 900 PSI
4X8 #2: Fb= 900 PSI
010 #2: Fb= 900 PSI
4X12 #1: Fb= 1000 PSI
4XI4 #1: Fb= 1000 PSI
4X16 #1: Fb= 1000 PSI
6X1O #1: Fb= 1300 PSI
6X12 #1: Fb= 1300 PSI
12. ALL NAILING TO BE PER TABLE NUMBER 23-11-B-1 OF THE LATEST
UNIFORM BUILDING CODE, UNLESS NOTED OTHERWISE,
13. PLYWOOD FLOOR AND ROOF SHEATHING SHALL BE LAID CONTINUOUS
OVER TWO OR MORE SPANS WITH FACE GRAIN PERPENDICULAR TO
SUPPORTS (UNLESS SHOWN OTHERWSE). STAGGER ALL PLYWOOD
PANELS A MINIMUM OF 4'-0".
14. WHENEVER LATERAL BRACING OF WEB MEMBER IN TRUSSES IS REQUIRED,
THE LATERAL BRACE MUST END ON AN EXTERIOR BEARING WALL.
15, FRAMING CONTRACTOR SHALL PROVIDE BACKING AS REQUIRED FOR ALL
LIGHT FIXTURES, CABINETS, WARDROBES, TOWEL BARS, AND HANDRAILS
AS REQUIRED AND REQUESTED BY GENERAL CONTRACTOR.
16. EXTERIOR WOOD POSTS AND COLUMNS SUPPORTED BY A CONCRETE
SLAB SHALL BE INSTALLED A MINIMUM OF 6" ABOVE EXPOSED EARTH
AND AT LEAST 1" ABOVE SLAB ON METAL POST BASES. (EXCEPTION:
POSTS OR COLUMNS OF APPROVED WOOD WITH NATURAL RESISTANCE
TO DECAY OR TREATED WOOD). POSTS OR COLUMNS RESTING ON CON-
CRETE PIERS SURROUNDED BY EXISTING GRADE SHALL BE A MINIMUM
OF 8" ABOVE ADJACENT GRADE PER U.B.C. SECT, 2306.5. ALL ISO-
LATED INTERIOR AND EXTERIOR WOOD POSTS ATTACHED DIRECTLY TO
CONCRETE SHALL BE SECURED WITH SIMPSON 'PB' OR EQUIVALENT.
17. PROVIDE 4x4 FLAT HEADERS AT ALL INTERIOR NON -BEARING OPENINGS
UP TO 36 INCHES IN WIDTH AND 4x6 HEADERS FOR OPENINGS
3 TO 6 FEET IN WIDTH.
18. PROVIDE MINIMUM 1/2" CLEARANCE (VOID SPACE) FROM TOP OF ALL
INTERIOR NON -BEARING PARTITIONS TO ROOF AND CEILING FRAMING ABOVE.
Em
19. ALL EXTERIOR WALLS ADJACENT TO VAULTED CEILINGS SHALL BE
BALLOON FRAMED WITH CONTINUOUS STUDS TO BOTTOM CHORD OF
TRUSS OR RAFTER.
20. WHEN PLYWOOD SIDING IS USED AS AN EXTERIOR OR INTERIOR WALL
COVERING, PROVIDE SOLID BLOCKING AT ANY HORIZONTAL JOINTS
BETWEEN SOLE PLATE AND ANY TOP PLATE. "Z" BAR METAL SHALL
BE USED AT EXTERIOR HORIZONTAL JOINTS.
21. INSTALL FIREBLOCKS TO CUT OFF ALL HORIZONTAL AND VERTICAL
DRAFT OPENINGS BETWEEN TWO STORIES AND ROOF ATTIC SPACES.
F€REBLOCKS SHALL BE OF 2 INCH NOMINAL THICKNESS. LOCATION
OF FIREBLOCKS SHALL INCLUDE:
A. STUD WALLS AT FURRED SOFFITS, CEILING AND FLOOR LEVELS.
B. AROUND TOP, BOTTOM, SIDES AND ENDS OF SLIDING POCKET DOORS
C. BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF RUN AND
BETWEEN STUDS IN A WALL PARALLEL AND ADJOINING RUN OF STAIRS.
22. FASTENING OF MULTIPLE MEMBERS:
DOUBLE & TRIPLE JOISTS;
16d NAILS AT 12" O.0 STAGGERED (BOTH SIDES FOR TRIPLES).
FOUR OR MORE JOISTS;
1/2" DIA. M.B's AT 18" O.0 STAGGERED.
4X OR LARGER BEAMS;
1/2" DIA. M.B's AT 12" O.0 STAGGERED.
23. ALL ROUGH OR RESAWN BEAMS ARE TO BE FREE OF
GRADING STAMP LABELS AND FREE OF HEART CENTER.
24. ALL HANGING JOISTS SHALL BE HUNG WITH SIMPSON
"LUS" HANGERS U.N.O., AND SIMPSON "ITT" FOR TJI's, U.N.O.
25. ALL BEARING WALLS ON A WOOD FLOOR ARE TO BE SUPPORTED
WITH DOUBLE JOISTS OR SOLID BLOCKING UNLESS NOTED OTHERWISE.
26. ALL BEAMS TO BE SUPPORTED WITH FULL BEARING, U.N.O
27. ROOF SHEATHING IS TO CONTINUE UNDER CALIFORNIA FRAMING, TYP.
28. APPLY SHEAR WALL PLYWOOD PRIOR TO ALL BOX -OUTS,
FUR -OUTS, SOFFITS OR ANY OTHER FRAMING THAT MAY
INTERRUPT CONTINUITY OF THE PLYWOOD.
29. PROVIDE FURRING AS NEEDED TO ALIGN NON -SHEAR WALLS
WITH SHEAR WALLS.
30. PROVIDE 4X OR DOUBLE 2X MEMBERS UNDER SOLE PLATE
NAILING AT 2" O.0
31. DOUBLE TOP PLATES w/MIN. 48" LAP SPLICES TO BE PROVIDED w/MIN
(16) 16d's PER TOP PLATE SPICE.
32, TOP PLATE BREAKS ARE SHALL OCCUR OVER A STUD OR POST.
33, SOLID BLOCKING BETWEEN PERPENDICULAR JOIST AT BEARING AND AT
SHEAR WALLS.
34. ALL EXPOSED BEAMS AND HEAVY TIMBER RECOMMENDED TO BE
FREE OF HEART CENTER.
35. ALL ISOLATED POSTS AND BEAMS TO HAVE SIMPSON PB's AND/ OR
BC's MINIMUM, UNLESS NOTED OTHERWISE.
36. ALL SIMPSON HD, PA, AND CB HOLDOWNS TO BE FASTENED TO
4x4 POST MIN., U.N.O.
3& ALL INTERIOR WALLS TO BE SECURED WITH SHOT PINS PER
MANUFACTURER 'S RECOMMENDATION, U.N.O. CALCULATIONS GOVERN
IN ALL CASES. RECOMMEND RAMSET/REDHEAD 1516D AT 24" O.C.
PER ICBO REPORT NO. 1147.
39. ALL CONVENTIONAL FRAME PORTIONS OF STRUCTURE ARE TO BE
CONSTRUCTED PER SECTION 2320 OF THE UNIFORM BUILDING CODE, U.N.O.
40. ALL ■ DRAWINGS ARE BE REVIEWED r AN
THE ARCHITECT PRIOR TO SUBMITTAL FOR ENGINEER REVIEW.
a ■ r r rrr r r. r r■
r • a •• r. � r ■ r. rr .
42, PROVIDE DOUBLE 2X SOLE PLATES WITH SOLE PLATE NAILING AS
SPECIFIED ON THE PLANS AT BOTH PLATES WHERE 1 1/2" LIGHT WEIGHT
CONCRETE IS USED AT THE FLOOR.
43, WHERE BOTH TOP PLATES ARE BROKEN, STRAP WITH ST6224 MIN. U,N.O.
44. COMMON NAILS SHALL BE USED FOR ALL PLY SHEATHING TOP PLATE SPLICES &
SOLE PLATE NAILING. ALL HARDWARE SHALL BE INSTALLED WITH NAILS
PER THE MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS.
1, THE FOUNDATION DESIGN IS BASED ON THE FOUNDATION
INVESTIGATION BY C.B.C. 2001.
2. THE ALLOWABLE SOIL BEARING VALUE IS 1000 PSF FOR
CONTINUOUS FOOTINGS. (C.B.C. 2001)
C SEPARATE PERMITS SHALL BE OBTAINED FOR ALL FENCES
AND WALLS, AS REQUIRED.
5. PROVIDE NON -EXPANSIVE FILL AS REQUIRED TO LEVEL PAD.
6. SURFACE WATER WILL DRAIN AWAY FROM BUILDING. DRAINAGE
SHALL BE 2% FROM BUILDING TO SWALE LINE. SWALE SHALL DRAIN
AT 1% (MIN.) FROM REAR OF BUILDING TO STREET.
7. THERE SHALL BE NO UTILITY TRENCH NEAR THE BUILDING FOUNDATION
WHICH EXTEND DEEPER THAN A 45 DEGREE LINE PROJECTED DOWN
AND AWAY FROM THE BOTTOM OUTSIDE CORNER OF ANY FOOTING.
8. PROVIDE 6 MIL VISQUEEN U.N.O. UNDER SLAB (EXCEPTION: GARAGE
SLAB AS RECOMMENDED BY SOILS REPORT),
9. ALL HOLDOWN ANCHORS, POST BASES AND HOLDOWN BOLTS SHALL
BE TIED INTO PLACE PRIOR TO FOUNDATION INSPECTION.
10. PLACE 20'-0" REBAR IN FOUNDATION AT SERVICE LOCATIONS.
STUB UP REBAR ABOVE THE FLOOR BY ELECTRIC SERVICE METERS.
11. FOR THE LOCATION OF CONTROL JOINTS, REFER TO THE FOUNDATION
PLAN. (ZIP STRIP OR EQUAL). MINIMUM OF 20'-0" O.C. EACH WAY
IS RECOMMENDED.
12. DRIVEWAY PAVING SHALL BE 4" PORTLAND CEMENT CONCRETE.
(5 SACKS MIN.).
13. FOR POST -TENSION SLAB, REFER TO APPROVED PLANS
PREPARED BY OTHERS.
14. MINIMUM SLAB REINFORCEMENT AND PAD REQUIREMENT SHALL
CONFORM TO THE SOILS ENGINEER'S RECOMMENDATIONS, U.N.O..
15. NAILING INTO PRESSURE - THREATED SILL PLATE TO BE GALVANIZED.
16. CONC. (TYPE & F'C) 5 SACK'S OF CEMENT / CUYD (MIN.)
REVISION
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DRAWN BY: J&R Int'I., Inc.
CHECKED -
BY: J&R Int'I., Inc.
DESIGNED BY: J&R Int'I., Inc.
DATE 01/10/05
SCALE AS NOTED
.SOB NO 04-138
FILE NAME: SGN
DRAWING
SGN
OF SHEETS
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF J&R INTERNATIONAL, INC. AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT OTHER THAN THE ONE IDENTIFIED HEREIN WITHOUT THE WRITTEN AUTHORIZATION OF J&R INTERNATIONAL, INC. THIS DOCUMENT SHALL NOT BE REPRODUCED OR MODIFIED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF J&R INTERNATIONAL, INC. PLOT DATE: 01/10/05
* GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, DETAILS .AND LOCATION OF EXISTING UTILITIES BEFORE START OF WORY, ANY DESCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS MUST BE BROUGHT TO J&R INTERNATIONAL, INC. ATTENTION IN WRITING PRIOR TO START OF CONSTRUCTION. DO NOT SCALE THE DRAWING
4x POST PER PLAN
2^ x 2" u 3/8" WASHERS
COLD JOINT AT 2 POUR --
SLAB ON GRADE
(SEE PLAN)
r-8.FF�� �ATEWY
5/8^ 0A.X, 12^ A.B'3
'~ ^~.
EXISTING FOOTING
4- 0& CLEAR MIN.
SILL PLATE —
BOLTS
G Al
NATURAL GRADE z ::�i
OR APPROVED
Co' ~~~''`C'ED ''^^
#4 @ lG^ O.C. ------~'-
" HVA wl SPECIAL INSPECTION
�
l/2^BPANSIONJOINT
SLAB ONGRADE
SEE PLAN -------
5/8 LVA. 8LL----' ��`USE CARTRIDGES �� TWO -POUR ^ #4K�lS^ O.C.
THREADED ROD FOUNDATION
FOUNDAO0N 18.| \--'(2) #4 T/B MIN., TYPICAL --'-
` @ALL CONT. FOOTINGS, U.NO
2^ EDGE DISTANCE RB]'D � NOTE' SEE SOIL REPORT FOR � 18~|
ADDITIONAL REQUIREMENT
HOLDOWN DETAIL 5 TYPICAL1z7y"`%`TERIOR F"O"'OTING 9
^ U
/—\
Cd
D = BEND DIAMETER
[--1 1/2'd CLEAR OR BARS
/ MAY BE /N CONTACT IF
WIRED TOGETHER I
���
^ �13�SBSW�
15" MIN OF - STIRRUP 8c TIECONDi�0N MNERE 8ARS HOOK
' ' OCCUR IN SAME PLANE,
40d 8DMASONRY SUCH AS C8NC, BEANS,
TY9' UNLESS NOTED CONC. COLUMNS, ETC.
--§-E—NDDIAMETER SCHEDULE
BAR SIZES
BEND DIAMETER
SEE TYPE
A ABOVE
GRADE BEAM STIRRUPS
�^d^TYP]B
135 STIRRUP
8c TIE HOOK
NEW EXISTING
t4 DOWELS
. \--
w/EPDXY FILL
NOTE:
SPRAY BONDING AGENT (NTRALOK OR SIMILAR) AT THE JOINT BETWEEN
OLD AND NEW CONCRETE PRIOR TO POURING NEW CONCRETE.
COLD JOINT AT 2 POUR
SLAB ON GRADE SEE PLAN
D.F.P.T. PLATE W/ 5/3^ 0AX
12^ A.8'o @48" O/C W\N�
2^ x 2^ x 3/16^ WASHERS
6^ MIN,
D.F.P.T. PLATE W/ 5/8^ 0A'%
12^ 8.B'a @18^
2~ X 2~ x J/lO^ WASHERS
-NATURAL GRADE
OR APPROVED
COMPACTED FILL
o
m
o
F_
2
/2\ #4 T/B MIN., TYPICAL
SLAB ON GRADE,
SEE PLAN FINISH GRADE
OR EXTERIOR FLATWORK
EXTERIOR GARAGE FOOTING
aragle
oundation Plan
SCALE 1/4^ = 1`-0^
5/8^ 0 A.B. @ 32^ O.C.
2 TYP. REBAR BENDS 6 NEW CONIC. FTG. TO EXISTG. FFG. to TYPICAL INTERIOR FOOTING
��. �E����ON�A���@M8�C~~
EA. WAY0/2^ SAND BARRIER
.
&BS
4xPOST, PER PLAN WASHERS
NATURAL GRADE
OR APPROVED
COMPACTED FILL
24^ SQ. PAD FT'G
& FOOTING
8^ / 24"
.
w/EPDXY FILL
dia. HOLE
MOTE:
SPRAY BONDING AGENT OR SIMILAR) AT THE JOINT BETWEEN
OLD AND NEW CONCRETE PRIOR TO POURING NEW CONCRETE.
PER PLANS
<
<
E
LINE OF
[>#
SLAB ON GRADE 0 0
2x SILL
#4 DOWELS
SEE PLAN 0 0
Cy
HOLDOWN ANCHORS
MUST BE TIED IN
0
SIMP. FOUNDATION
Cr
NATURAL GRADE
SSTB
BOLT INSPECTION.
co
OR APPROVED
DEEPEN FOOTING
FOOTING
COMPACTED FILL AS REQUIRED TO
P/PLAN
OBTAIN ANCHOR
'4
CONCRETE COVER,
Ir
ALTERNATE FOOTING
FOR MORE INFO SEE DET.
CONDITION W/HEEL
FOR MORE INFO SEE DET:
�_���� °
��� �� � ��� N ���� N N� ���G U��� � 0 �h° GENERALJ�~�L��.�J���`@J�.�
ALL DIMENSIONS SHALL BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS ANY
DISCREPANCIES SHALL BE RESOLVED PRIOR TO COMMENCING OF WORK NEW FOUNDATION
1. ALL EXTERIOR WALLS ARE TO BE SECURED WITH 5/8" DIAMETER K �
BY1O~ LONG ANCHOR BOLTS EMBEDDED AT LEAST 7^ INTO CONCRETE
NTH AWAX|MUW SPACING OF 72" O.C. THERE SHALL BE AM|NINUM OF --�-~~
T&� BOLTS PER PIECE 8F FOUNDATION PLATE NTH ONE BOLT LOCATED
EXISTING FOUNDATION
WITHIN 12^ OF [A. END OF [A. PIECE.A PROPERLY SIZED NUT AND �~-------�
WASHER SHALL BE TIGHTENED ON EA. BOLT TO THE PLATE.
1 ALL SHEAR WALLS ARE TO BE SECURED WITH ANCHOR 5/8 0 RED HEAD
BOLTS SPACED PER FOUNDATION PLAN @ 24" 0.C- (O" EMBED,
3� ALL INTERIOR NON -SHEAR WALLS ARE TO BE SECURED WITH SNOT 2" MIN. EDGE DISTANCE)
PINS INSTALLED PER MANUFACTURERS RECOMWENUATI0NS, U,MD.
STRUCTURAL ENGINEERS CALCULATIONS GOVERN IN ALL CASES. , , ,
NEW2-O SO. x 12 THICK
4. INSTALL ALL S|WR50NEQUAL) FOUNDATION HARDWARE PAD FOOTING VV/ /2\-#4
PER MANUFACTURERS RECOMMENDATIONS. DEEPEN FOOTING WHERE EACH WAY
NECESSARY TOPROVIDE ANCHOR EMBEDMENT ATHOLDOWN LOCATIONS-
5- PROVIDE 5/8^ D|A. BY 12^ ANCHOR BOLTS AT JX FOUNDATION PLATES
WHERE OCCURS. VERIFY FRAMING l�]F�-� ° � � ���� 0
6� 2^ x 2^ x 3/18^ STEEL PLATE WASHERS ARE REOU!H8} ON
EACH ANCHOR BOLT (U8C SECT. 18OGG1\
` � ' 1GENERAL CONTRACTOR IS FULLY RESPONSIBLE
, TO VERIFY ALL THE EX|SON�D|�EN�|ONS
7 ALL STUDS AT 1ST FRL SHALL 8E 2%4 OR 2X� @/ 1S OC(TYP) '
� �` ' ELEVATIONS AND CONDITIONS AND CONDITIONS
BEFORE START OF WORK, ANY DISCREPANCY
8 THE ALLOWABLE 50!L BEARING VALUE |� >000 PSF FOR CONTINUOUS '
�
FOOTINGS. SHOULD BE BROUGHT TO THE ATTENTION OF
THE ENGINEER IMMEDIATELY -
ANCHOR BOLTING:
K���-� l���-� °
� .0-@� 0 N�� 0�o� �N � 0 N ���� l�° 2. /E\ FT'C. 12''x18" FIELD VERIFIED
AB48 5/8" D|A X 10" ANCHOR BOLTS AT 48" O.C.
A8I2 5/8~ D(A. X 10" ANCHOR BOLTS AT 32" 0,C'
AB24 5/8" D|k X 10" ANCHOR BOLTS AT 24" O.C.
A816 5/8" D|A. X |O^ ANCHOR BOLTS AT 10" O.C.
A8 8 5/8" D|A, X 10^ ANCHOR BOLTS AT 8^ O.C�
A848X 5/8^ DiA. X 12^ ANCHOR BOLTS AT 48~ O.C.
A832X 5/8" DiA. X 12" ANCHOR BOLTS AT 32" O�C�
AB24x 5/8^ B|& X 12" ANCHOR BOLTS AT 24^ O�C.
AB16X 5/8" D}A, X 12" ANCHOR BOLTS AT 16^ Q.C.
AB GX 5/8" D|A. X 12" ANCHOR BOLTS AT 8^' O�C�
* 2AB /2\ 5/8^ 0A X 10~ ANCHOR BOLTS,
* JAB /3\ 5/8^ D|A. x |O^ ANCHOR BOLTS.
*2A8X (2) 5/8^ D|A X 12" ANCHOR BOLTS.
*JABX (J) 5/8" D!A X 12" ANCHOR BOLTS.
* 2ABXX /2\ 3/4"D|A X 12° ANCHOR BOLTS.
* 3ABXX (J) 3/4°O|A X 12" ANCHOR BOLTS.
* EQUAL SPACING. EXCLUDING HOLDOWN A BOLT.
�
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FOUNDATION V
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& (N) Foundation Plan
"
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24"SQ.02" DEEP
PAD FOOTING W/
REVISION
NO. DATE
10-4
Cn
48
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE LS ]&R INTERNATIONAL, INC. THIS DOCUMENT SHALL NOT BE REPRODUCED OR MODIFIED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF J&R INC. PLOT DATE: /30/05
*GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, DETAILS AND LOCATION OF EXISTINGunLITIES BEFORE START OF WORK ANY DESCREPANCIES BE-TWEENPLANSAND FIELD CONDMONS MUST BE BROUGHT TO J&R INTERNATIONAL, INC ATTENTION IN WRITI[NG PRIOR TO START OF CONSTRUCTION DO NOT SCALE THE DRAWING
SCALE: 1 /4"-1 ' _ O"
Roof Framing lan-
iwlf
— SCALE: 1 f 4"-1'-O"
3-1/2"
M=L INDICATES (1) 1 3/4" x 11 7/8" MICROLAM
P=L (OR PSL) INDICATES PARALLAM
LFA. = LOAD FROM ABOVE
P.A. = POST FROM ABOVE
HEADERS AND BEAMS, REFER TO ENGINEERING CALCS.
INDICATES INTERIOR BEARING WALL
NOTE: APPLY SHEAR PRIOR TO FRAMING OF
PERPENDICULAR WALL AND/OR BOX -OUTS. (WHERE APPLICABLE)
/.----INDICATES MOMENT FRAME
SOLE
MARK:
PLATE NAILING LEGEND
DESCRIPTION
SPN4:
16d SOLE PLATE NAILING @ 4" O.C.
SPN3:
16d SOLE PLATE NAILING @ 3" O.G.
SPN2:
20d SOLE PLATE NAILING @ 2" O.C. (PER DIRLLED HOLED)
SPN1:
1 f411X5" LAGSCREW @ 4" O.C. (PER DIRLLED HOLED)
NOTE: USE 2-2x1O @ 12" O.C. UNDER "HVAC"
DBL. JOIST @ 2ND FLOOR FRAMING WHERE WE HAVE WALL
NO E:
1. EXIST'G FRAMING IS NOT PART OF THESE WORK,
NEW ROOF MATERIAL MUST MATCH EXIST'G.
2- ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING.
FAACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS.
2, CONECTORS AND FASTENERS SHALL BE INSTALLED IN ACCORDANCE
WITH 2O01 CBC CHAPTER 23, DIVISION III.
( C.B.C. 2001 BASED ON UBC 1997 ; SEISMIC ZONE 4 )
SHEAR WALLS - SEE PLAN FOR LOCATION
0 # \ VERTICAL:
FRAMING MEMBERS
DOUGLAS F]R-LARCH
AT 16" O.0
ALLOWABLE SILL SILL NAILING
SHEAR (PL) BOLTING (5) UPPER STORIES
A 5/8" UNBLOCKED DRYWALL w/ 6d COOLER
NOTES:
A. WOOD STRUCTURAL PANEL: MATERIAL APPROVED BY APA, PFS/TECO OR PITTSBURG
TESTING LABORATORIES ( THIS INCLUDES OSB) THESE VALUES ARE FOR DOUG-FIR LARCH
OR SOUTHERN PINE, OTHER LUMBER SPECIES MAY DIFFER IN SHEAR CAPACITIES,
B. PROVIDE 2X BLOCKING AT HORIZONTAL WOOD STRUCTURAL PANEL PANEL JOINTS.
C. WHERE WOOD STRUCTURAL PANEL IS APPLIED ON BOTH FACES OF WALL AND NAIL SPACING
IS LESS THAN 6" O.C, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING
MEMBERS OR FRAMING SHALL BE 3X OR WIDER AND NAILS STAGGERED ON EACH SIDE.? p
D. FOR SHEAR WALLS ZL TO USE THE FOLLOWING:
1) USE 3x MUDSILL WHEN EXCEED MORE THAN 350 PLF PER STRUCTURAL CALLS,
2) USE 3x MEMBER @ PANEL JOINTS & HORIZONTAL BLOCKING
3) NAIUNGS SHALL BE STAGGERED
E. 10d SHORT BOX NAILS MAY 81e USED IN LIEU OF 8d COMMON NAILS @ SHEAR WALLS ONLY.
F. 2" x 2" x 3/16" STEEL PLATE WASHERS ARE REQUIRED ON EACH ANCHOR BOLT.
(UBC SECT. 1806.6.1)
HORIZONTAL:
ALL ROOF AND FLOOR SHEATHING TO BE EXPOSURE I OR EXTERIOR
(TABLE 23-11-E-1 AND 23-11-H UBC)
ROOF: JOIST SPACING EQUAL TO OR LESS THAN 24" O.C: 15/32"WOOD STRUCTURAL PANEL Pit 24/0,
WITH 8d's AT 6" O.0 AT EDGES AND BOUNDARIES, 12" O.0 FIELD.
A
Z�36O(
A
A
5f8" UNBLOCKED DRYWALL wf 6d COOLER
�-`-� NAILS @ 4" o.c. (TABLE 25-! UBC)
5J8„ BLOCKED DRYWALL wJ 6d COOLER
NAILS @ 7" o.c. (TABLE 25-I UBC)
sj8" BLOCKED TWO PLY DRYWALL WITH 6d
COOLER NAILS @ 9" o.c. {SASE PLY) AND 8d
COOLER NAILS @ 7" o.c. {FACE PLY},
{TABLE 25-i USG)
�=-� 7J8" STUCCO OVER PAPER BACKED LATH
7J8„ STUCCO OVER PAPER BACKED LATH
WITH 16 GA. STAPLES @ 3"
A3 J8 STIR I PLYWOOD WITH 8d
NAILS @ 6", 12" {TABLE 23-I-K-1 UBC)
3/8" STR. I PLYWOOD WITH 8d
3/8" STR. I PLYWOOD WITH 8d
NAILS @ 7" ci,c. {TABLE 45-I UBC)
4
WITH 16 GA. STAPLES @ 6"
NAILS @ 4», 12" {TABLE 23-I-K-1A UBC)
NAILS @ 3", 12" (TABLE 23-I-K-1 UBC)
NAILS @ 2", A 3/8" S TR. I PLYWOOD WITH 8d 12" {TABLE 23-l-K-1 UBC)
NEW RggF SHEATHING
1 j2" COX PLYWOOD,. P.I. 32j16
NAIL wJ $d AT 4" o.c. BOUNDARY
6" o.c. EDGES
12" o.c. FIELD
SEE SD1 FOR PLYWOOD LAYOUT DIAGRAM
NEW ROOFING:
TILE ROOFING
62
NEW RggF SHEATHING
1 j2" COX PLYWOOD,. P.I. 32j16
NAIL wJ $d AT 4" o.c. BOUNDARY
6" o.c. EDGES
12" o.c. FIELD
SEE SD1 FOR PLYWOOD LAYOUT DIAGRAM
NEW ROOFING:
TILE ROOFING
62
1 f2"
@ 72
FLOOR: *
JOIST SPACING EQUAL TO OR LESS THAN 16" O.C: 1 1/8" WOOD STRUCTURAL PANEL T&G SHTG,
Pit 32/16, w/1fltl's AT 6" O.0 AT EDGES AND BOUNDARIES, la' O.0 FIELD.
JOIST SPACING EQUAL T4 OR LESS THAN 20" O.C: ] f$" WOOD STRUCTURAL PANEL T&G SHTG,
Pit 40/20, wJ10d's AT 6° O.0 AT EDGES AND BOUNDARIES, 10" O.0 FIELD.
JOIST SPACING EQUAL TO OR LESS THAN 24' O.C: 1 1/8" WOOD STRUCTURAL PANEL T&G SHTG,
Pit 48/24, w/10d's AT 6" O.0 AT EDGES AND BOUNDARIES, 10 O.0 FIELD.
* PANEL EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED NTH
BLOCKING NOT REQUIRED WHEN LIGHTWEIGHT CONCRETE IS PLACED OVER SUBFLOOR.
FRAMING LEGEND:
INDICATES
SPAN AND DIRECTION OF
ROOF JOISTS AND RAFTERS
INDICATES SPAN AND DIRECTION OF
FLOOR JOISTS &ROOF DECK
INDICATES SPAN AND DIRECTION OF
CEILING JOISTS
INDICATES SPAN AND DIRECTION OF
DECK JOISTS (SLOPED AS REQUIRED)
2X4 AT 16" QC
2X6 AT 16" O.0
2X6 AT 24" O.0
D 2X8 AT 12" O.0
2X$ AT 16" O.G
EE 2-2X8 AT 16" O.0
F� 2x$ AT 24` O.0
2X1a AT 12" O.0
H� 2X10 AT 16" O.0
J� 2X1a AT 24" O.0
2X12 AT 12" O.0
2X12 AT 16" O.0
2X12 AT 24' O.0
1 3/4 x ]] 7/$" ML, 12" O.0
CALIFORNIA
FRAMING
A
PROVIDE 2x8 0 24" O.G.
I --JOIST TABLE
MARK SPACING SIZE
X- I -JOIST @ 16" O.C. ]]-7/$" TJI12O
Y- I -JOIST 0 12" O.C. i1-7/8" TJI / 350
Z- I -JOIST @ 16" O.C. 11-7/8" TJI / 550
1D
74
I SW 22x7x4 SW 22x7x4
________ _ _______________________________ -------, SCALE: 1 j4 =1, -O,>
5
SD2
1-4
THIS DOCUMENT`, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF J&R INTERNATIONAL, INC. AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT OTHEIZ'I'�CAN THE ONE IDENTIFIED HEREIN WITHOUT THE WRITTEN AUTHORIZATION OF 3&R INTERNATIONAL, INC. THIS DOCUMENT SHALL NOT BE REPRODUCED OR MODIFIED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF J&R II�1'7
GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, DETAILS AND LOCATION OF EXISTING UTii,ITIES BEFORE START OF WORK. ANY DESCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS MUST BE BROUGHT TO J&.R INTERNATIONAL,, INC. ATTENTION IN WRITING PRIOR TO START OF CONSTRUCTIONLoll
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BY: JBtR Int'i., Inc.
CHECKED BY. J&R Intl., Inc.
oEs#cNEo sY'J&R Int'I., Inc.
DATE 01 jlaja5
sca'rE AS NOTED
JOBJOBNa
a4-138
FILE NAME: S2
SHEETS
INC. PLOT DATE: 03/30/05
DO NOT SCALE THE DRAWING
FRAMING
A
PROVIDE 2x8 0 24" O.G.
I --JOIST TABLE
MARK SPACING SIZE
X- I -JOIST @ 16" O.C. ]]-7/$" TJI12O
Y- I -JOIST 0 12" O.C. i1-7/8" TJI / 350
Z- I -JOIST @ 16" O.C. 11-7/8" TJI / 550
1D
74
I SW 22x7x4 SW 22x7x4
________ _ _______________________________ -------, SCALE: 1 j4 =1, -O,>
5
SD2
1-4
THIS DOCUMENT`, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF J&R INTERNATIONAL, INC. AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT OTHEIZ'I'�CAN THE ONE IDENTIFIED HEREIN WITHOUT THE WRITTEN AUTHORIZATION OF 3&R INTERNATIONAL, INC. THIS DOCUMENT SHALL NOT BE REPRODUCED OR MODIFIED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF J&R II�1'7
GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, DETAILS AND LOCATION OF EXISTING UTii,ITIES BEFORE START OF WORK. ANY DESCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS MUST BE BROUGHT TO J&.R INTERNATIONAL,, INC. ATTENTION IN WRITING PRIOR TO START OF CONSTRUCTIONLoll
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oEs#cNEo sY'J&R Int'I., Inc.
DATE 01 jlaja5
sca'rE AS NOTED
JOBJOBNa
a4-138
FILE NAME: S2
SHEETS
INC. PLOT DATE: 03/30/05
DO NOT SCALE THE DRAWING
1D
74
I SW 22x7x4 SW 22x7x4
________ _ _______________________________ -------, SCALE: 1 j4 =1, -O,>
5
SD2
1-4
THIS DOCUMENT`, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF J&R INTERNATIONAL, INC. AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT OTHEIZ'I'�CAN THE ONE IDENTIFIED HEREIN WITHOUT THE WRITTEN AUTHORIZATION OF 3&R INTERNATIONAL, INC. THIS DOCUMENT SHALL NOT BE REPRODUCED OR MODIFIED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF J&R II�1'7
GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, DETAILS AND LOCATION OF EXISTING UTii,ITIES BEFORE START OF WORK. ANY DESCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS MUST BE BROUGHT TO J&.R INTERNATIONAL,, INC. ATTENTION IN WRITING PRIOR TO START OF CONSTRUCTIONLoll
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oEs#cNEo sY'J&R Int'I., Inc.
DATE 01 jlaja5
sca'rE AS NOTED
JOBJOBNa
a4-138
FILE NAME: S2
SHEETS
INC. PLOT DATE: 03/30/05
DO NOT SCALE THE DRAWING
BY: JBtR Int'i., Inc.
CHECKED BY. J&R Intl., Inc.
oEs#cNEo sY'J&R Int'I., Inc.
DATE 01 jlaja5
sca'rE AS NOTED
JOBJOBNa
a4-138
FILE NAME: S2
SHEETS
INC. PLOT DATE: 03/30/05
DO NOT SCALE THE DRAWING
SIMPSON SW22X7X4*
11 12" 24"
STRONG —WALL SHEAR
DBL. TOP PLATES— MIN. MIN. 2x BLOCKING
WALL (SEE SHEET 6)
1
4x BEAM
12" MIN. BLOCKED
III . . . . . . . . 4-,_-
F
BEARING PLATE
MIN, UNBLOCKED
Al<
POST (SEE PLAN)
BOUNDARY
_x, -SHEAR WALL E.N.
NAILING (8,N-)
0 0 0
0 0 0
SOLE PLATE 6 w
PRE —INSTALLED
wow,
0
0
TOP PLATE
1 4\
HDQ8 HOEDOWN ___I
FIELD
NAILING (TYP.)
OPNG.
SEE FRAMING
/6
SIMSPON STRAP
------------ ;o
A' A#' SIMP ON CS 6 PLAN, TYP.
SIMPSON "ECC"
PER PLAN
I! it
0 EA, CORNER
AND ALT. SIMPSON "CC"
2x BLOCKING
it
ul 'Al
TYP. EDGE
< 4x POST
DRILL 3/4"0 X 5" DEEP HOLE &
CD Z,
< 0 NAILING (E.N.)
4x POST PER PLAN
EPDXY %"0 THREADED ROD w/ 5:
CN
SIMPSON SET ADHESIVE SYSTEM.
BOUNDARY NAIL
V
INSTALL PER ICBO NO, ER-5279 I\l`__/
AROUND ALL
F-1/ OPENINGS
DRILL 1"0 X 10" DEEP HOLE &
\lml/
EPDXY 7A"O THREADED ROD w/
Z 11 TYP. 2 X 4 FLAT
SIMPSON SET ADHESIVE SYSTEM.
1 EDGE BLOCKING
* U,N,O
INSTALL PER ICBO NO. ER-5279
V I/ WHEN SPECIFIED
SPECIAL SHEAR AT
TYPICAL EACH END
ON PLAN
9
BEAM TO POST CONNECTION
1
TIE DOWN CONNECTION
WINDOW OPENING
✓ Ni rell
"4 -A
IN'
FRAMING MEMBERS
vI
Vil v
PER PLANS
HEADER
LEDGER
NOTE:
1, PLACE FACE GRAIN OF PLYWOOD
PERPENDICULAR TO FRAMING UNLESS
2xSTUDS
x
NOTED OTHERWISE,
WALL
--SIMSPON STRAP
x x PER PLAN
2. NAIL EDGE DISTANCE SHALL BE MIN. 3/8"
16d NAILS
(N) STEM
FROM EDGE OF PLWYOOD AND 2 X FRAMING
0 4" O.C.x
4 x 4 POST
AND FOOTING
MEMBER. (3/4" AT 3 X OR 4 X FRAMING
_16d @ 12" O.C.
PER PLAN
x
MEMBER,)
ALTERNATE STAG,
PROVIDE BOUNDARY NAILING (B.N.) AT
TREAD
SEEP 1 NOSING
B.N.N
x
x
SILL NAILING
3. DIAPHRAGM BOUNDARIES, CHORDS, DRAG
STAIR STRINGER
SEE PLAN---------\
x i PLYWOOD SHEATHING
TIES, OVER SHEAR WALLS AND WHERE
*NOTE:
SPECIFIED.
><]
1. DIMENSIONS SHALL BE VERIFIED IN FIELD
WHERE JOIST LAP/SPLICE
0� +
PRESSURE z
AND ADJUSTED AS NEEDED.
OCCURS AND PLYWOOD E.N.
TREATED LJ-J +
\
4. JOINT IS OFFSET, ADD
PLATE Vv/ on-
+
FLOOR JOIST
x
2. EXISTING ANCHOR BOLTS SHALL BE CUT
2 X 4 OR 3 X 4 NAILER AS
SHOWN:
SHOT PINS . .. . ...........
@24" O.C.
PER PLAN
OFF FLUSH WITH THE TOP OF THE
16d 12" O.C.O,C.
"ITT" HANGER
BEAM PER PLAN
EXISTING STEM WALL
HEADER
(N) BM PER PLAN OR
JOIST HANGER
WALL WHERE OCCURS
METAL SHIM FIRESTOP 0
MIDSPAN
15
STRONG WALL CONNECTION
12
MAX. ALLOWED NOTCHING AND DRILLING
10
WOOD STAIRS
6
BEAM TO BEAM CONNECTION
2
HOLDOWN DETAIL
(2)2x TOP PLATE
PER PLAN
A35 @ 32" O.C.
EQ. EQ.
PLYWD. SHT'G W/E.N
SIMPSON A35
CUTTING AND NOTCHING
2xRR PER PLAN
16d NAILS @ 4" O.G.
TO EACH JOIST WHEN DbI F/J)
HEADER (SE PLAN)
B.N.
FLUSH BEAM OR DBL JST.
---VA—
FLR' SH T'G. B.N.
B.N.
SIMP. ST 6224, UNO \y�
16d's PROGRESSIVE
--STUD __STUD
B.N.
----- ------ ------
Aft. MST1 48 at Dbl. TJI/PSL/LVL— f!
NAILING 8" O.C.
-----------
(3)16d's TOE NAIL
INO
J
EA. SIDE OF HEADER
NOTCH —NOTCH
2x4 STUD ________2x4 STUD
FLOOR JOIST FLOOR JOIST
2x CONT. BLK'G
—TRIMMER PER PLAN
I I/IrEp, MAX. '1/a"MAX.
I
PER PLAN PER PLAN
A>cl
B.N.
A
"ITT" HANGER
TJI BLK'G.
DROP BEAM, OR DBL JST.
SIMPSON A35
2xro STUD l2xro STUD
2 311ro" MAX. 1] 3/0' MAX.
OR BM TJI BLK'G CONT.
(N) BM PER PLAN OR
FLR JOIST (PER PLAN)
40% ALLOWED 25% ALLOWED
WALL WHERE OCCURS
SIMP. A35 @ 16" O.C. (N) PER PLAN
-172x
SEE PLAN FOR BRG. CONDITION
NONBEARING PAIMTICINS EXTERIOR WALLS AND
SILL
BEARING PARTMONS
(E) OR (N) 2xSTUDS
(PER PLAN)
16
DRAG DETAIL
13
FULL -HEIGHT STUD CONNECTION
7
CONNECTION DETAIL
3
SHEAR TRANSFER
2x BLK'G.
BORED HOLES
SIMP. TS9 @ 48"O.C.
(E)
(N)
ROOF
SH T'GE.N.
2x BLOCKING.
16d NAILS @ 4" O.C.
EQ.
EQ.
-<--E. N
—E
(SEE PLAN FOR SPN NAIL'G.)
FILLER W/12" LAP &
4-20d NAILS. (TYP.)
_STUD STUD
(E) 2-2xPLATESTUD
MST48
PER RIM JOIST OR BLK'G.
[#>
FLOOR SHEATHING
—5/6' MIINL —5/6' MIN�
WALL
16d @
PLAN
EIN
6" C .
FLR SHT'G.
E.N.
__50RED HOLE IBORED HOLE
LI
N
2 x FL OR TJI
PER PLAN
+ +
@116" O.C.
2x4 STUD 2x4 STUD
1 1/161 MAX. 2 1/&" MAX.
MST48
(OPTIONAL)
(N) 2-2xPLATE
ROOF
RAFTER
=---,—SIMPSON
+ + //--A35
E.N. A35 AT 16" O.C.
2xe> STUD 2xro STUD
13
TS9
BN
2 311ro' MAX. 51frol MAX.
RAFTERS PARALLEL @ 48"OC.
ALT. LOCATION OF
A35F @ DBL JSTS.
FLOOR JOISTS PER PLAN
40% ALLOWED ANY WALL 60% ALLOWED
TO WALL WRAP TO
E. N,—
ANY NONBERING WALL OR
4-16d SIDE
PER
EACH BORED STUD DOUBLED
BORED HOLE NOT PERN=,D
per Stud
LAP & SPIKE
PLAN
E. N
(E) OR (N) 2xSTUDS
# PER PLAN
IN MORE T11AN TWO
SUCCESSIVE DOUBLED STUDS
ROOF SHT'G. w/ 4-16d
@
ROOF SHT'G. T E. N.
CBC. SEC. 2320.11.9 AND 2320.11. 10
\-2x FIRE
(E) STUDS
(E) STUDS
BLK'G 2x BLOCKING
2xSTUD w/16d NAILS
SIMPSON LU w/ 16d
RAFTERS PERPENDICULAR Ca 8" O.C.
@ 4" O.C.
ALTERNATE TO WALL
17
SHEAR TRANSFER
14
CONNECTION DETAIL
11
MAX. ALLOWED NOTCHING AND DRILLING
8
CONNECTION DETAIL
4
EXIST'G TO NEW SHEAR
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CHECKED BY:J&R Int'l., Inc.
DESIGNED BY- J&R Int'l., Inc.
DATE 01/10/05
SCALE AS NOTED
JOB NO 04-138
FILE NAME: SDII
DRAWING
SDI
OF SHEETS
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF J&R INTERNATIONAL, INC. AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT OTHER THAN THE ONE IDENTIFIED HEREIN WITHOUT THE WRITTEN AUTHORIZATION OF J&R INTERNATIONAL, INC. THIS DOCUMENT SHALL NOT BE REPRODUCED OR MODIFIED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF J&R INTERNATIONAL, INC. PLOT DATE: 03/30/05
GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, DETAILS AND LOCATION OF EXISTING UTILITIES BEFORE START OF WORK. ANY DESCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS MUST BE BROUGHT TO J&R INTERNATIONAL, INC. ATTENTION IN WRITING PRIOR TO START OF CONSTRUCTION. DO NOT SCALE THE DRAWING
4x BLK'G,
BM (PER PLAN)
- 2 x PLATE
SIMP. A34 AS SHOWN
(6 PLACES)
HDR (PER PLAN)
2x STRINGER
!. C.
)R SH T'G.
~ _ i
15 I CONNECTION DETAIL
16'-0" LONG SIMPSON CMSTC16 COIL STRAP CENTERED OVER EDGE OF SHEAR MALL
BLOCK AND STRAP
4 X BLOCK AT COIL
RAFTERS, TYP, STRAP, TYPICAL
PLYWOOD
SHEATHING
CEILING JOISTS
TYPICAL
PLYWOOD
SHEATHING
-2 X STUD WALL
9 PERPENDICULAR. TO RAFFER
ROOF SHT'G.
B.N. r--- 2xRIM
'-2x ROOF RAFTER
EDGE NAILING
@ TOP PLATE ROOF SHEATHING
I1
t � WALL OR BEAM
I PER PLAN
PER PLAN - -
BEAM
PER PLAN
SD1 _tt— SIMPSON "CC"
POST
PER PLAN
16d NAILS
@ 4" O.C. '` --- _ SIMP_
A35 (TYP) 2 x SILL PLATE
(N) BM PER PLAN 0„
WALL WHERE OCCURS
BEAM
SIMP.
MST
POST
PER I
CONNECTION DETAIL
K4 TOP PLATE
30N „CC„
IP_ A35 (TYP)
2 x SILL PLATE
2X RAr
ROOF PLYWOOD SHT'G.
W,/ 8d's @ 6" O/C
U.N.O.
3-16d
NAILS
2x RR
PER PLAN
2X SHEAR 1BLK*G.
@ 48" O.C.
SIMPSON A-35
@ 24" O/C U.N.O.--- ''
2xSTUDWALL PER PLAN
SECTION
n n
—2x4 FLAT
@ 48 O.C.
E-N. E.N.
3-16d
NAILS
RIM JOIST
B.N.
—DOUBLE TOP
4#
PLATES
SEE PLAN
n NOTCH n
3-16d
NAILS. TYP
U,—/-R.R.
BY
1 1 /2x3 1 /2
PLAN VIEW \-2x4 FLAT
• 4: O.C.
A34 @ --I
EA. STUD
-3-16d
NAILS
PLYWD ROOF SHT'G.
2x CONT. W/16d NAILS FL
AT 8" O.C. OF
E.N.
2x BLKG W/PLYWD E.N.
2x4 @ 16"
O.C. CRIPPLE
WALL
2-TOP
PLATES
s`CONNECTION DETAIL
OInfIC OChl1 fnCO n1 AKIN
SIMPSON A34
EA. SIDE OF POST
4x RIDGE BEAM r- 4x RIDGE BEAM
F0 F0
ROOF SHT'G. -
SIMPSON A35 AT 16" O/C
E.N. _.
2X BLK'G. CONT. - -- `
ED
N
2x RR PER PLAN
2X C.J PER PLAN
W/4-16d NAILS @
EACH SIDE {TYP}
WHERE OCCURES
'- -- BEARING CONDITION
WALL
HDR OR BM. WHERE, OCCURS
PLYWOOD ABOVE"HDR
REVISION
NO- I DATE
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DRAWN BY: J&R Intl., Inc.
CHECKED BY: J&R Intl., Inc.
DESIGNED BY: J&R Intl., Inc.
DATE 01 /10/05
SCALE AS NOTED
,SOB NO 04-138
FILE NAME: SD2
DRAWING
SD2
OF SHEETS
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF J&R INTERNATIONAL, INC. AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT OTHER THAN THE ONE IDENTIFIED HEREIN WITHOUT THE WRITTEN AUTHORIZATION OF J&R INTERNATIONAL, INC. THIS DOCUMENT SHALL NOT BE REPRODUCED OR MODIFIED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF J&R INTERNATIONAL, INC. PLOT DATE 03%3D%05
GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, DETAILS AND LOCATION OF EXISTING UTILITIES BEFORE START OF WORK. ANY DESCREPANCiES BETWEEN PLANS AND FIELD CONDITIONS MUST BE BROUGHT TO J&R INTERNATIONAL, INC. ATTENTION IN WRITING PRIOR TO START OF CONSTRUCTION. DO NOT S C ALE THE DRAWING
Mandatory Measures Checklist: Residential (Page 1 of 2) MFAR
NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an
asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into
the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures
whether they are shown elsewhere in the documents or on this checklist only.
DESCRIPTION instructions: Check or initial applicable boxes or enter N/A if not applicable.
DESIGNER
ENFORCEMENT
Building Envelope Measures
1XI - 150(a): Minimum R-1 9 ceiling insulation.
150(b): Loose fill insulation manufacturer's labeled R-Value.
150(c): Minimum R-1 3 wall insulation in wood framed walls or equivalent U-value in metal frame walls (does
not apply to exterior mass walls),
150(d): Minimum R-13 raised floor insulation in framed floors or equivalent.
❑150(l): Slab edge insulation -water absorption rate no greater than 0.3%, water vapor transmission rate no
greater than 2.0 perm/inch.
118: Insulation specified or installed meets insulation quality standards. Indicate type and form.
116-17: Fenestration Products, Exterior Doors and Infiftration/Exfiltration Controls
1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage.
2. Fenestration products (except field fabricated) have label with certified U-Factor, certified Solar Heat Gain
Coefficient (SHGC), and infiltration certification.
3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed.
150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only.
El150(f): Special infiltration barrier installed to comply with Section 151 meets Commission quality standards.
F;�-j;l
IAI
150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs.
1. Masonry and factory -built fireplaces have:
a. Closeable metal or glass door
b. Outside air intake with damper and control
c. Flue damper and control
2. No continuous burning gas pilots allowed.
Space Conditioning, Water Heating and Plumbing System Measures
F'V1 faucets
1^1 110-13: HVAC equipment, water heaters, showerheads and fauts certified by the Commission.
150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA.
5�;i
1 1 50(i): Setback thermostat on all applicable heating and/or cooling systems.
150(j): Pipe and Tank Insulation
1. Storage gas water heaters rated with an Energy Factor less than 0,58 must be externally wrapped with
insulation having an installed thermal resistance of R-1 2 or greater.
2, First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater)
3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-1 2 external
insulation or R-1 6 combined internal/extemal insulation.
4. All buried or exposed piping insulated in recirculating sections of hot water systems,
5. Cooling system piping below 55 degrees F. insulated,
6. Piping insulating between heating source and indirect hot water tank.
!EnergyPro3.1 By EnergySoft User Number: 2299 Job Number: 050103 Page.5 of 13 j
Mandatoln, IVI Measures Checklist: Residential (Page 1 of 2) 01F-1 R
y
NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an
asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into
the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures
whether they are shown elsewhere in the documents or on this checklist only.
DESCRIPTION Instructions: Check or initial applicable boxes or enter NIA if not applicalbt
. DESIGNER
ENFORCEMENT
Building Envelope Measures
1XI * 150(a): Minimum R-19 ceiling insulation.
El150(b): Loose fill insulation manufacturers labeled R-Value.
II * 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U-value in metal frame walls (does
JAI not apply to exterior mass walls).
1XI150(d): Minimum R-1 3 raised floor insulation in framed floors or equivalent.
❑150(1): Slab edge insulation -water absorption rate no greater than 0.3%, water vapor transmission rate no
greater than 2.0 perm/inch.
5;-11 118: Insulation specified or installed meets insulation quality standards. Indicate type and form.
116-17: Fenestration Products, Exterior Doors and lnfiftration/Exfiftration Controls
1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage.
2. Fenestration products (except field fabricated) have label with certified U-Factor, certified Solar Heat Gain
Coefficient (SHGC), and infiltration certification.
3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed,
150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only.
150ft Special infiltration barrier installed to comply with Section 151 meets Commission quality standards..
LA-J
150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs.
1. Masonry and factory -built fireplaces have:
a. Closeable metal or glass door
b. Outside air intake with damper and control
c. Flue damper and control
2. No continuous burning gas pilots allowed.
Space Conditioning, Water Heating and Plumbing System Measures
FVI 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission.
IJ^-J
1;�;i
IAI 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA.
F�/-]
LA j 150(i): Setback thermostat on all applicable heating and/or cooling systems.
1500): Pipe and Tank Insulation
1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with
insulation having an installed thermal resistance of R-1 2 or greater.
2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R4 or greater)
3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-1 2 external
insulation or R-16 combined internal/external insulation.
4. All buried or exposed piping insulated in recirculating sections of hot water systems.
5. Cooling system piping below 55 degrees F. insulated.
6. Piping insulating between heating source and indirect hot water tank.
EnergyPro3.1 By EnergySoft User Number: 2299 Job Number: 050103 Page5 of 13
r I ffm EA�W-
om
CRUZ RESIDENCE ADDITION 1/4/2005
Project Title Date
713 N Gunther Street Santa Ana
Project Address Building Permit #
ADVANCED TITLE 24 (714) 525-9824 Plan Check / Date
Documentation Author Telephone
Computer Performance 8 Field Check I Date
Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only
GENERAL INFORMATION
Total Conditioned Floor Area: 2,405 fie Average Ceiling Height: 8.0 ft
Total Conditioned Slab Area: -1,375ft2
Building Type:
(check one or more)
W -1Addition
I^ I Single Family Detached I
❑ Single Family Attached r] Existing Building
❑ Multi -Family AN;;i
i Existing Plus Addition
Front Orientation, (West) 270 de q Floor Construction Type: Slab Floor
Number of Dwelling Units: 1.00
Number of Stories: 2 ❑ Raised Floor
Const.
Component
Frame
Assembly
Location/Comments
Type
Type
U-Value
(attic, garage, typical, etc.)
Slab On Grade
n/a
0.756
Covered Slab w/R-0.0 Perimeter Insulation
Default Wall Prior to 1978
Wood
0.386
Exterior Wall
Default Roof 1978 to Present
Wood
0.047
Exterior Roof
R-13Wall (W.13.2x4.16)
Wood
0.088
Exterior Wall
R-30 Roof (R.30.2x6.16)
Wood
0.035
Exterior Roof
FENESTRATION Shading Devices
Type
Orientation
Area
Fenestration
Exterior
Overhang Side Fins
(SF)
U-Eactor
SHQC
Shading
Yes / No
Yes I No
Front
(West
60.0
O60
--0.65
Bug
Screen
F]
Fx -1
F1 nx
Left
(North)
72.0
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90.0
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Run Initiation Time: 01104106
13:18:29
Run Code:
1104873509
EnergyPro
3.1 By EnergySoft
User Number: 2299
Job Number: 050103
Pa e:3 of 13
Certificate of ComDliance: Residential (Part 2 of 2) CF-1 R
CRUZ RESIDENCE ADDITION
1/412005
Project Title
Date
HVAC SYSTEMS Note- Input Hydronic or Combined Hydronic data under Water Heating Systems, except Design Heating Load.
Distribution
Heating Equipment Minimum
Type and
Duct or
Type (furnace, heat Efficiency
Location
Piping
Thermostat Location
pump, etc.) (AFUE/HSPF)(ducts, attic,
etc.) R-Value
Type
Comments
Central Ft lmacp 80% AFUE
Ducts in Attic
4�
Setback-
New S ySteL-0
Cooling Equipment Minimum
Duct
Type (air conditioner, Efficiency
Location
Duct
Thermostat
Location
heat pump, evap. cooling) (SEER)
(attic, etc.)
R-Value
Type
Comments
Split Air Conditioner -10ALSEEIRL
Ducts in Attic
42
S thank
New System
WATER HEATING SYSTEMS
Rated 1
Tank
Energy Fad External
Water Heater Water Heater
Distribution
# in Input
Cap.
or Recovery Standby Tank Insul.
System Name Type
Type
Syst. Btu/hr
(gal)
Efficiency Loss R-Value
A-0- SMITH FPS-50-224 Small Gas- Standard
1 43,000
50
0,60 n/a nta
1 For small gas storage (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 of greater than 75,000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss,
For instantaneous gas water heaters, list Rated Input and Recovery Efficiency.
REMARKS
COMPLIANCE STATEMENT
This certificate of compliance lists the building features and performance 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. The undersigned recognize that compliance using duct sealing and TX\rs requires installer testing and certification
and field verification by an approved HERS rater.
Designer or Owner (per Business & Professions Code) Documentation Author
Name: Name: Jose L Justiniano
Title/Firm: GUSTAVO CRUZ Title/Firm: J&R INTERNATIONAL, INC.
Address: 713 N Gunther Street Address- 2115 W. Crescent Avenue, Suite 252
Santa Ana. CA 92703 Anaheim, CA 92801
Telephone: (714) 554-3398 Teleph 4)77 8 ......
Lie.
(signature)
Enforcement Agency
Name: Efrain Olivas
Title/Firm: ADVANCED TITLE 24_
(date)
I REVISION I
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DRAWN BY: J&R Int'l., Inc.
CHECKED BY: J&R Int'l., Inc.
DESIGNED BY: J&R II Inc.
DATE 01/10/05
SCALE NONE
JOB NO 04-138
FILE NAME: EN-1
DRAWING
Nrl
OF SHEETS
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF J&R INTERNATIONAL, INC. AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT OTHER THAN THE ONE IDENTIFIED HEREIN WITHOUT THE WRITTEN AUTHORIZATION OF J&R INTERNATIONAL, INC. THIS DOCUMENT SHALL NOT BE REPRODUCED OR MODIFIED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF J&RINTERNATIONAL, INC. PLOT 11 01/10/05
GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, DETAILS AND LOCATION OF EXISTING UTILITIES BEFORE START OF WORK ANY DESCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS MUST BE BROUGHT TO J&R INTERNATIONAL, INC. ATTENTION IN WRITING PRIOR TO START OF CONSTRUCTION. DO NOT SCALE THE DRAWING