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Bedroom Maste-r -BathPlus2121, N Towner Street
Addition = 492 sq ft Santa Ana, -CA 92706MI-9-19
(714) 542-2077
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SCALE 1 /$++ � � +_�++ ETTINGER 10 D117 � City of Satita A
AUGOC,,C, GROUP 212003
The ���,`DRAWN BY
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provisions of ANY Cif Ordinance or StateEDI-rlot4 Cityof Santa Alfa DATE
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812003
T3 W N E R DRIVE JOB. NO.
5 t x
CITY OF
(90
SANTA ANA SCALE
NOTED
L T PLAN SHEET
+
SCALE 118 ++ —' ++ ETTINGER 8 D88
-- 1: � OF
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8 f 2003
JOB NO.
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SHEET
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New gable end
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New eave line
N I OTE! All New rafters and New
ceiling joist are to lapp and be
nailed together w/ 5-16d nains at
each end.
@ 1611 oc Existing eave line
(verify at job site)
116 I Existing gable end
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4)
Existing rafters
Existing rafters
ROOF FRAMING
ETTINGER 6 D88
SCALE 1/411 = 11-011
ST36
46 hdr
U-
X
Ir
NOTE! All New rafters and New
ceiling joist are to lapp and be
nailed together w/ 5-1 6d nails at
each end.
FRAMING PLAN
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812003
JOB NO.
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SHEET
4. OF
REV 151 ON BY
PER PLAN
SIMPSON 2X SILL PLATE— NAIL PER
FTF42' SHEAR WALL SCHEDULE
HOLDOWN FLOOR SHEATHING
PER PLAN- 'ALT.— 2X. FLOOR JOISTS,
WHERE PARALLEL TO WALL
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BOLT, SPACING PER PLAN
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15# 2—STORY
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AIERIOR FOOTING
2
SECTION
GIRDER POCKET
ter- ^I 11rif-
#
GIRDER POCKET— GIRDER
SIZE +1/8"
GIRDER -PER PLAN
2X PTDF PLATE W/ A,B, PER
PLAN
SIMPSON. ST12 STRAP
GIRDER PER PLAN
2X PTDF B-LKC,— SET - IN
FOUNDATION
CONCRETE FOUNDATION WALL
NOW
ac%TOON
C I
\—RIDGE BM.
PER PLAN
LAP J ISTS,-,
2X BLKI W/37.1 _`EA,SIDE
2-10 d BIN.
EA, SIDE
RIDGE BM,
PER PLAN
TYp. RIDE CONNECTION
pitch (5. in .12 is shown
NOTE! Match. Existing roof New wood shingles ol approved backing
NO
TE!
actor is to verify at job site) 1x6 caller ties @ Voc oAxro space sheathing (or approved) ol
12T New-2x& rafters @ 16oc
NOTE! Up rafter ceiling joist no! 5 roof pitch
EN
w/. 5-16d. each -end.. (typical)- R 30 insulation in New attic space
vent block evert fourth rafter space EN
Co
New 2x6 ceiling joist @ 16 oc solid 2x blocking V_
24 dbI plate w/ a min of 46' lop splice (typical) See framing for New
beam/header
V_
24 studs @ 16oc. Insulate New New door location
Co
exterior walls w/ R19 insulation (typical)
Ts NFW BEDROOM
New wall beyond
V_
New 5/8 solid sheathing ol 2xro joist @ 16 oc
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61 stucco screed
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sizes of footings t piers
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JOB NO.
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Mandato Measures Checkli t: Residential (Page 2 of 2) MF-1 R
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 the are shown elsewhere in the documents or on this checklist only.
Y y
Check r initial applicable boxes or enter N/A If not applicable. DESIGNER ENFORCEMENT
DESCRIPTIONInstructions: C ec oi
I
pp
Space Conditioning, Water HeatingPlumbing and Plumbin System Measures: continued I
X "§ 150(m): Ducts and Fans
1. All ducts and plenums installed, sealed and 'insulated to meet the requirements of the 1998 CMG Sections 601,
i
603, 604 and Standard 6.3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in
conditioned space. openings shalt be sealed with mastic, tape, aerosol sealant, or other duct -closure system
i
that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seat openings
I cavities shalt not
r t hall b used. Building ca e
greater than 1/4 inch, the combination of mastic and either mash o apes e s g
vents shall not be
andtheit cam a a of duct systems a
air. Joints and seams f r nv i conditionedP be used o conveying nY
Y 9
sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and
drawba d n s.
2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other
than sealed sheet metal duct board or flexible ductshalt of be used for conveying
in conditioned ai
r. Building
s3
cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be {
compressed to cause reductions in the cross -sectional area of the ducts.
3. Joints and seams of duct systems and their components shalt not be seated with cloth back rubber adhesive
duct tapes unless such a tape is used in combination with mastic and drawbands.
4. Exhaust fan systems have back draft or automatic dampers.
5. Gravity ventilation systems serving conditioned space have eitherautomatic or readily accessible, manually j
I
s 1
operated dam rs.
t�
t sunlight, moisture
6. Protection of insulation. insulation shad be protected from damage, including that due o su g ,
f
s' t weather shall be suitable
Insulation exposed o e
li not limited to the following:a
maintenance,and wind ti t o m
ui entP eq pm
li fora tdoor service e.g,protected bY aluminum,sheet metal, Paited canv
as, or
plastic
cover Cellul
ar foam
insulation It be protected a above or with a coating that is water retardant and provides shieldin9 ut. f material,
n au e de iodation a the
from solar radiation that can cause
9i
X § 114: Pool and Spa Heating Systems and Equipment
1. Certified with 78% thermal efficiency, on -off switch, weatherproof operating instructions, no electric resistance
heating, and no pilot.
2. System is installed with at least 36" of pipe between filter and heater for future solar, cover for outdoor pools or
spas.
a. At least 36" of pipe between fitter and heater for future solar Cheating.
b. Cover for outdoor pools or outdoor spas.
3. Pool system has directional inlets and a circulation pump time switch..
X § 115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no
continuously burning pilot light (Exception Non -electrical cooking appliances with pilot < 150 Btu/hr)
§ 118 (f): Coot Roof material meet specified criteria
Lighting Measures
g g
§150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy 40 lumens/watt or greater for
1 lighting
readily accessible general lighting in kitchens. This general lighting shall be controlled by a switch an a y a g g
control panel at an entrance to the kitchen.
- - ----------- . ...........
§150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with tamps with an efficacy of
40 lumens/watt or greater switched at the entrance to the room or one of the alternative to this requirement
allowed in Section 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved.
3.1 By EnergySoft User Number: 2299 Job Number: 030809
Page:6 of 13
Mandatory Measures Checklist: Residential (Page 1 of 2) MF-1 R
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.
.... _.,..._ ..._....._....__._... _..... __._ _...._ ---- _----- _..__._....___..-_..__..
+
ENFORCEMENT
N f of applicable . DESIGNER ORC
a initial applicable boxes ar enter N/A
Instructions: Check r
DESCRIPTION
,
i
Building Envelope Measur
es
,
_ I t
150(a)Minimum R-19 ceiling insulation.
s
+ } § 150(b): Loose fill insulation manufacturer's labeled R-Value.
UJ
§150 c . Minimum R-13 wall insulation in wood framed walls orequivalent valentU-value
in metal frame wall
s does
sr
I i
X not apply to exterior mass walls).
i
'n framed floors orequivalent.
§ Minimum R- 3 raised floor insulationf a
(X � 150(d): Mi mum 1 e
.. i
§ 150(t): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no ;
r a r than rm/inch
i
i e to a 20 e
9 P
j § 118: insulation (X specified or installed meets insulation quality standards. Indicate type and form.
1 a I
§ 116-17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration Controls
i r'3
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
i 1
Coefficient (SHCC), and infiltration certification. i
i
3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. I
1 Vapor barriers mandatoryin Climate Zones 14 and 16 only.
...._. - _ .... _ _. _....._... .._._.....___.. _._ .__ .......... ..... . _._...................... .... ...- .-_ ...._ -_ .... _..._. ..... _.... ... _ _.... _. .... ..._.. __....._-...... _._........_.... _... _.._ _ _ _..
i standards.
' i comply with Section 151 meets Commission quality eta a
§ 150(f): Special infiltration barrier installed to co p y S s q y
I
i_..__..y § 150(e): installation of Fireplaces, Decorative Gas Appliances and Gas Logs.
1. Mason and factory -built fireplaces have:
Masonry Y P
i a. Closeable metal or glass door
i
b. Outside air intake with damper and control
c. Flue damper and control
2. No continuous burning gas pilots allowed.
,
i. .
Space Conditioning, Water Heating and Plumbing System Measures I i
.... _._._ _.............. __.._._.. _....,._.._ _.......__. _._... ....._.__ _ . ._... __. _..._. ...._.... _.. _.. __.. _.
i ___rc`
4 f
§ 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission.
CX �
i - NA r CCA..z°.A
t in accordance with ASHRAE SMAC a A
1 h :Heatin and/or cooling Toads calculated c ,
Yy . § 50() g 9
a..•
X j § 150(i): Setback thermostat on all applicable heating and/or cooling systems. y �
i
§ 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-12 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-12 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. i
I
EnergyPro 3.1 By EnergySoft User Number: 2299 Job Number: 030809 Page:5 of 13
8018 E Santa Ana Canyon Road, #100-104
Certificate of Com liance: Residential Part 2 of 2 CF-1 R
Tl N _ QMZQt}3__ ..
ETTlNGER RESIDENCE ADD.t..._4._-_. _ .. _. _. _ ___._....._
Project Title Date
HVAC SYSTEMS Note: Input Hydronic or Combined Hydronic data under Water Heating Systems, except Design Heating Load.
Distribution
Heating EquipmentType
Minimum
M
and
Duct or
Type (furnace, ce heat
Efficiency
Location
ing
Piping
Thermostat
Location /
pump, etc.)
(AFUE/HSPF) (ducts, attic, etc.)
R-Value
Type
Comments
AFUE
Cooling Equipment
Minimum
Duct
Type (air conditioner,
Efficiency
Location
Duct
Thermostat
Location /
heat pump, ava . cooling)
(SEER)
(attic etc.)
R-Value
e
Type
Comments
No Cooling -
_ Q-Q SEER-___
ducts in Attic.__._____.._.
___.__2..1-------- _
.... .
WATER HEATING SYSTEMS 1 1 1
Rated Tank Energy Fact. External
Tank Insul.
Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby T a
System Name Type Type Syst. Btu/hr (gal) Efficiency Loss (°/a} R-Value
Y :._ .
...... ..... . ____.__ _ ....._. ___ _.. _.__ .........___. .._..._._ _.__ ._. . _....__ __
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
For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Rated Input, Recovery Efficiency and Standby
For instantaneous gas water heaters, list Rated input and Recovery
REMARKS
COMPLIANCE STATEMENT
This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the
re ulations to implement them. This certificate has been signed b the individual with
California Code of Regulations, and the administrativeg p g Y
overall design responsibility. The undersigned recognize that compliance using duct sealing and TXV's requires installer testing and certification
and field verification by an approved HERS rater.
Designer or Owner (per Business & Professions code) Documentation Author
Name: �j�._ _ �.�1S1.li __..._._.__.__..�_._ ._... _ Name: Gary
Title/Firm: GARDNER-YATES & ASSOCIATES _ _ _ _ _ Title/Firm: GARDNER-YATES & ASSOCIATES
An Canyon Road #100.104 Address: 8018 E Santa Ana Can on Road #100-104
Address: 8018 E SantaaY�._._�.___.___.__
Anaheim Hills, CA 92807-1102 _ _ Anaheim Hills, CA 92807-1102
le
Telephone: 714 974Telephone: . 461 _. _..__._ e p _(714j 974-8461
LIC. #:
c-
(si a - (date) (s{ a lire) (date)
Enforcement r'
Name: Efrain Olivas
Title/Firm: ADVANCED TITLE 24
Address: 1235 N harbor Blvd. 5uite 235
Telephone' --.--Fullerton, CA 92835 ..........
_.... .... ........._...___ _._.......
_. -_ - '
(714) SZS-98Z4 lure/stamp) (date)
Run Code 1060295376
?._...._BEnergySoft _..._. UserNumber:2299
Number.030809
of 13
Certificate of Compliance: Residential
Part 1 of 2 CF-1 R
Project Title
Date
._...._...... _.... ...... .
2121 !�!_T�wn�r_ S _r_ � __._Santa_ An .._ _______._...__ _.._._ _.__-._....._........ ................... ._. _ ..._._....___._..
_._ _...._..___.___..._ ___. _....... .. _..... ........ ...
Project Address
Building Permit #
._..._..._.._._.._ARDNER-YATES 974- 461Plan Check Date
- ._ ..__
--_ ��Atsthor 1�ete hone
Documentation p
tom liter PQrformance _ _ _ .._._..__.__._...______...._.._._.__.. _._. 8_._.__... _._
Field Check Date
...__.. _....._...___d
Compliance Method (Package or Computer) Climate Zone
p
e Only Enforcement Agency Use
o g Y Y
GENERAL INFORMATION
2
ht: f
Total Conditioned Floor Area . . Average Ceiling Height:
Total Conditioned Slab Area:
Building Type:
(check one or more)
[X� Single Family Detached Addition
Single Family Attached. Existing Building
Multi-Family �X� Existing Plus Addition
4
Front Orientation:deg.. Floor Construction Type:
�T:ml Slab Floor
Number of Dwelling Units: ___.._...__.__.....�Q0.
Number of Stories: 1�
Raised Floor
!N UL.ATION
{L IN HELL S
Const.
om onent C
p
Frame
Assembl Y
Location/Comments
Type
TypeU-Value
(attic,garage, typical, etc.)
Default Floor Prior 70_1991 _..__.____..._.
Wood
0.098
Exterior Floor / Over Cr wl w/R-6 Credit
Default Wait Prior to 1978 ....... _._.. _.__....___
W.
0.385
Exterior Wail
....... .... .__.__...._..__--------- _............_._.__.._._..._..._....._._.......
Default Roof 1978 - Present . _ _ . _ ...._.
_Wood.
0.048.
Exterior Roof
R-13 Floor F.13.2x6.16
__.___-.._._(� _ .._.__._.. ..__..
Wood
_....._.._--.-__
0.048
__..__..
Exterior Floor / Over Crawlspace (w/R-6 Credit
R-13 Wall (x4 W.13.2.16 ..._-._._.._.....___._ _.._
Wood
0.081
_
Exterior Wait
.__.._._..__..__.._....__._. _.
R-30 Roof (11.30.2x6.16) ___._... _.. _....
W ood
0.035
Exterior Roof
FENESTRATION .__..._
Shading Devices
Type
Orientation
Area
Fenestration
Exterior
Overhang Side Fins
SF)
U-Factor
SHGC
Shadin
Yes / No
Yes / No
Front
West
7.
2 0
1. 2 8
0.$3
Bu $ creep
X
X
Left
North
42.011-
1.28
0.83
Bu Screen
_ . __ . _ _ ... __..._...
ff X
t-_�
((Xll
Rear
2 .0
1.28
0 8 3
B u Screen
E] cxj
i. ] 1Xa
Rear
East
53.3
1.04
0.74
_ _.. ___....
Bu Screen
0
] X
Ri ht
South _.
39.3
_........ _.__.1.23
0.83 _.__...__-_._....
_____Sug_Screen.,,
_ [I D(I
E]
Left___
�Nort_„_h1___.__._-
12�0
__._..._ _
0.60
_ _.._.___..
_ ,a5 ___..____......_
_
0
Buu Screen __...._.._._
-J
[.X 1
Cal C1
x
Rear
East
��
__. 26.0
_..__ __... _ _
_._ 0 50
.
---__ ..._.045
--__-.BuO screen
E] C]
E)
Right.v�(South
_
_..__16.0_
0.50__-__..._..._..
fl-`i5
_...-...__Bug Screen
r �
F, I L^_.�
r r t
ir.__l ttt_X1l1
Ri ht
_O _.__.__.�_
South
�. )
_ _ _ 16.0
OM6a
_...___..0.50 .__...._____.
_.__..__Btu Screen .............._..__
E ] E l
C__..a t.!�J
40.0
0.85....-._._.__.___.
0.70....._ .---_.._.._..
___.._..._.._Bug Screen__.._.__...___.
�ff.XI
l__.._1 �XJ
(�...�
1_] 11
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Run_ Initiation Time: _08/07103.16:29 36.._., , .__. Run Code: 1060296376
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DATE
812003
JOB NO.
SCALE
NOTED
SHEET
OF
............. ........... . . . . . . . ........ . . . . . . . . . . . .
...........
SHEAR WALL. SCHEDULE
'1997 U.B.C.
MAFK
WALL TYPE
SILL.-
BOLTING
ALLOWABLE
SHEAR
EXTERIOR
WALLS
I �PffffR
A L L S
SILL NAIL-ING
UPPER STORIES
7/8' STUCCO OVER PAPEI KED LATH W/ 16 GA STAPLES AT 6' O.C. AT TOP & BOTTOM PLATES,
EDGE Or SHEAR WALL AND ON F ICBO. REPORT No. 1823 FEB 1973) OR (ICBO REPORT No, 1318,
180 PLF
5/8"
@
C
5/8'
@
48'
OC
16d
e 81 01c.
FEB. 1973) OR (OR (ICBO REPORT No, 125 B 1972) SEE NOTE 3 BELOW,
0 13 6 0_,Pt<
5/8-
2
28-
OC
S/8'
@2
28-
OC
16d
@ 4- O,C,
S: NAIRC �,6-� O.C. AT EDGES &
3/8' PLYWD STRUCT II OR STD SHTG, WITH 8cl
(TABLE 23-1-K-1 UBC) SEE NOTES 1,2,8,9, AND 10 BELOW,
12' 0,C, FIELD
260 PLF
A520 -PLF*
5/8'
5/8,1
R-
@
32"
16"
OC
OC
5/80
5/8"
R
@
32'
160
OC
OC
16d
16d
e 6' O.C.
@ 3' O.C.
3/8' PLYWD. STRUCT II OR STD SHTG VITH 8cl NAILES @ 4" O,C, -AT
(TABLE 23-1-K-14, UBC) SEE NOTES 1,2,5,8,9, AND 10 BELOW,
0,C, FIELD
380 PLF
)X760 PL.F
it PLF'
980
5/8' 2 24'
5/8" @ 16'
5/8' 16"
3/4' 16'
OC
OC
OC
OC
5/8'
5/8"
5/8'
/ 8
3/4"
R
@
..............
24'
16"
16'
.16'
OC
0C
0 C
11C
16cl
16d
16 cl 2
@ 4' 0. C,
@ 2" O,C,
3 1/ 2' 0, C,
N/A
3/8' PLYWD. STRUCT 11 OR STD SHT'G. WITH 8[S @ 3' O.C. AT EDGES 12- 0,C, FIELD
(TABLE 23-1-K-1 UBC) SEE NOTES 1,2, 1- AND 10 BELOW,
](TABLE
3/8" PLYWD.7 STRUCT I STD SHTG. WITH 8d NAILS @ 2' O.C, AT EDGES .&
23-1-K-�l�SEE NOTES 1,2,4,5,8,9,, AND 10 BELOW,
12-4 O.C. FIELD
610 PL.F
A1280 PLF
5/8"
3/4"
I
14'
C�,
OC
5 / 8'
D`4'
.
22-
14 `
OC
0
16d
2 1/2- O.C.
N/A
'-- �TRUCT I PLYWD, WITH 10cl NAILS @ 2" 0,C, AT EDGES & 12' O.C, FIELD
OVER 3X STUDS (TABLE: 23-1-K-1 UBC) SEE NOTES 1,4,5,8,9, AND 10 BELOW,
870 PLF
3/4'
@
21'
OC
3/4' Cal
21'
OC
I# -----WQOD SCREWS
e 2-12:
NUIES.,
1, ALL EDGES OF OLYWOOD SHEARWALLS MUST.BE
BLOCKED WITH 2X SOLID BLOCKING.
2. A DESIGNATES SILL BOLTING OR NAILING WHERE
SHEAR WALL SHEATHING IS TO BE APPLIED TO
BOTH SIDES OF WALL,
3, PAPER BACKED SELF -FURRING EXPANDED METAL
LATH WITH lCB0 APPROVAL
4, FRAMING AT ADJOINING PANEL EDGES SHALL BE
3-INCH NOMINAL OR WIDER @ NAILS SHALL BE
STAGGERED, (USE 3X SILL PLATE' @ FOUND.)
1 1'
71111 -if
mil
5. WHERE PLYWOOD IS APPLIED ON BOTH VAC'ES
'OF A WALL AND NAILS SPACING IS LESS
THAN 6' 0,C, ON EITHER SIDE. PANEL. JOINTS
SHALL BE OFFSET TO FALL ON DIFFERENT'
FRAMING MEMBERS OR FRAMING SHALL BE
3'0 NOMINAL OR THICKER & NAILS ON EACH
SIDE SHALL BE STAGGERED, (USE 3 X SILL.
PLATE @ FOUND.)
6. ALL CONTINUOUS EXTERIOR AND INTERIOR
BEARING WALL, FOOTINGS TO. HAVE
5/80 X10' A,B,'S @ 48* 0,C, WITH
2` X 2'y X 3/16' PLATE WASHERS U.N.0,
GENERAL NOTES
1, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE NOTED
OR SHOWN ON THE PLANS, WORKMANSHIP & MATERIALS SHALL.
CONFORM, TO THE LATEST EDITION OF THE U.B.C. OR LOCAL CODE.
2, THE PLANS SHALL BE REVIEWED FOR DIMENSIONAL & EXISTING
SITE CONFORMANCE WITH THE PLANS BY THE CONTRACTOR
PRIOR TO THE START OF CONSTRUCTION. THE ARCHITECT
& ENGINEER SHALL BE NOTIFIED' OF ANY DISCREPANCIES,
.3. WORKING DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS,
4. ITEMS IDENTIFIED BY TRADE NAMES MAY BE SUBSTITUTED BY
APPROVED EQUALS.
5- NOTES & DETAILS ON DRAWINGS SHALL PRECEDE. THESE
GENERAL NOTES
REMODELING NOTES
1, PROVIDE ANY SHORING OR BRACING PRIOR TO REMOVING
EXISTING WALLS, BEAMS, OR SUPPORTS FOR CONSTRUCTION,
REMOVE SHORING ONLY WHEN NEW SUPPORTS ARE IN PLACE
AND SECURED.
2. PROVIDE RED HEADS INTO EXISTING CONCRETE AT ALL SHEAR
WALLS PER MFG, SPECIFICATIONS, SEE SHEAR WALL SCHEDULE
FOR SIZE AND SPACING,
3, PROVIDE SIMPSON ST-6224 BETWEEN NEW WALLS AND EXISTING
WALLS AT THE DOUBLE*TOP PLATE' 4, THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES
WHETHER OR NOT SHOWN ON DRAWINGS AND PROTECT THEM FROM DAMAGE
5, DO NOT CUT POST TENSION SLABS, CONTRACTOR TO DETERMINE
EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION.
6. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS FOR
FOOTING, BEAMS AND JOISTS, SIZES, LOCATIONS, ETC., AND SHALL
NOTIFY THE ARCHITECT & ENGINEER.OF ANY DISCREPANCIES,
7, DOWEL NEW INTO EXISTING SLABS W/ #4 REBAR @ 24' O.C. AND
FOOTINGS W/ DOWELS TO MATCH NEW REINF. SIZE/ LOCATION.
ENGINEERING NOTES
1, CONCRETE SLABS ON GRADE HAVE NOT BEEN DESIGNED BY,
THE STRUCTURAL ENGINEER.
2, THE VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT'
HAVE NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER,
3. THE DESIGN, ADEQUACY AND SAFETY* OF ERECTION, BRACING
SHORING, TEMPORARY SUPPORTS ETC:., IS THE SOLE RESPON-
SIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED
BY THE. STRUCTURAL ENGINEER, THE CONTRACTOR IS RESPON-
SIBLE FOR THE STABILITY OF THE STRUCTURE DURING THE
ENTIRE COURSE OF CONSTRUCTION,
THE ENGINEER SHALL NOT BE HELD RESPONSIBLE FOR FIELD
INSPECTION/OBSERVATION [IF THE ABOVE ITEMS.
4, ALLOWABLE*SOILS PRESSURE TO BE: A MINIMUM OF 1000 PSF
UNLESS A SOILS REPORT IS PROVIDED. SOILS IN THE BUILDING
AREA & 5 FEET BEYOND SHALL BE COMPACTED TO A MINIMUM
,OF 90% RELATIVE COMPACTION PER U.B.C.
REFER TO SOIL REPORT BYj
JOB NUMBER, DATED,
STRUCTURAL SYMBOLS
INDICATES SHEAR WALL, SEE FOUNDATION & OR FRAMING PLAN
AND SHEAR WALL SCHEDULE FOR TYPE, SILL BOLTING, SHTG.,
ETC, NOTE, FOR SILL BOLTING AT EXISTING FOOTINGS, USE
*RED HEADS' ICBO #1372 THE SAME SIZE & SPACING AS
CALLED FOR ON PLANS (MIN P. 3./4! EMBED).
INDICATES POST (BELOW BEAM)'
MIN. POST SIZE/TYPE AS FOLLOWS U.N.O.s
BEAM SIZE POST SIZE
4 X 14 � SMALLER' 8"R_0 W/16d NAILS 1 19.1 OtC,
6 X 1� & SMALLCR �-2Xjl W/16of NAILS 0 iaA' O-C,
4 X 16 & 'LARGER 046, 6 X 14 & LARGER 4X
SEE HOLDOWN DETAILS AND TYPICAL WALL FRAMING FOR FURTHER
POST SIZE REQUIREMENTS.
POSTS ARE TO CONTINUE DOWN TO FOUNDATION,
FOUNDATION NOTES
GENERAL
1. SOIL BENEATH FOOTINGS AND SLABS SHALL BE COMPACTED PER
U.B.C. (90%) RELATIVE COMPACTION MINIMUM,
2. THE SOILS ENGINEER SHALL INSPECT THE FOUNDATION PRIOR
TO POURING OF CONCRETE AND SHALL VERIFY THE SOIL BEAR -
PRESSURE TO BE 1000 PSF MIN OR PER THE SOILS
REPORT,
At._['.. INTERIOR NON- i5i i iv, i,
HAVE 3/16' 0 SHO'f PINS AT' 32, ulcl,
I.E-,, HILTI SHOT P'INS.., (1("'B[l RL"P(:ORT 4 2388),
8, USE CDX. CC OR S-TD SHT`f�'., 11\4* LAEU OF STRUC. (t
PLYWOOD, ALL PLYW[.101.) SHALL- BE DOUGLAS
FIR, OTHER SPECIES MPO( R[Qt..JlRE CHANGES.
9- USE 2 X 2 X 3/16 Pl,_,A'fJ-.'. W(.V,,S'+iEP\S AT ALL SHEAR WALLS.
'10, AT EXISTING FLILITINL'iS HLEAD WEDGE: ANCHORS 'ro
COMPLY WITH SILL BGLT'fNG SIZE & SPACING 7-1/2' EMB.
PER (ICBO #1372)
..... .... . .. .......
tz
3., SLAB ON GRADE: 4-' INCH, CONCRE TE SLAB WITH -(!yX-6 Wl,0-W.w-,t+-
@ CENTER OF SLAB OVER 2 INCH, OF SAND OVER 6 MIL, VISQUEEN
OVER COMPACTED SOILS U.N.O, 1-1 ,
4. NO TRENCHES OR EXCAVATIONS ' F IVE4 FEET 'IN DEPTH OR GREATER
INTO WHICH A PERSON SHALL 13E REQUIRED' m DESCEND SHALL
BE MADE WITHOUT PROPER PERMIT.
5. THE MINIMUM BOLTING FOR SILL. PLATES 1*0 FOUNDATION SHALL
BE AS FOLLOWS,
5/8' DIAMETER ANCHOR DOLTS WITH 7" MIN EMBEDMENT IN
CONCRETE WITH SPACING NO GREATER THAN 4 FEET O.C. NOR
FURTHER THAN 120 FROM CORNERS (MIN 2 B01_TS PER PIECE).
SEE THE FOUNDATION PLAN & SHEAR WALL SCHEDULC FOR
FURTHER BOLTING REQUIREMENTS,
6, PIPES OR DUCTS THAT EXCEED ONE THIRD TFIE SLAB OR CONC,
WALL THICKNESS SHALL. NOT BE PLACED IN STRUCTURAL.' CONC,
UNLESS 'SPECIFICALLY DETAILED, SEE MECHANICAL AND/OR
ELECTRICAL DRAWINGS FOR LOCATION OF SI.EEVES, ACCESSORIES,
ETC,
7, PIPES MAY PASS THRU STRUCTURAL. CONC, IN BUT
SHALL NOT BE EMBEDDED THEREIN,
8, PROVIDE 3/4' CAMBERS AT ALL. EXPOSED CORNERS.
9, SEE ARCHITECTURAL PLANS FOR MOLDS, GROI]VES, ORNAMENTS,
CLIPS OR GROUNDS REQUIRED, TO BE CAST IN CONCRETE, AND
FOR LOCATION Or- FLOOR FIN1,S'HES AND SLAB DEPRESSIONS,
10, LOCATION OF POUR JOINTS SHALL. BE APPROVED BY THE
STRUCTURAL ENGINEER.
CONCRETE
1. UNLESS arHERWISE NOTED ON PLANS, CONCRETE SHALL HAVE
A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 20 DAYS.
FINE & COURSE AGGREGATE SHALL CONFORM TO A,&T,M, C33,
USE 3000 P.S.1, CONC, @ GRADE BEAMS, CEMENT SHALL CONFORM TO
A.S.T.M. C-150 (STANDARD BRAND PORTLAND CEICNT) TYPE 11
(USE TYPE V CEMENT IF NOTFD IN -SOILS REPORT)
2, CONCRETE SHALL BE MACHINE -MIXED USING A MAXIMUM OF '71 GALLONS,
OF WATER PER SACK OF CEMENT, READY MIX CONCRETE SHALL. BE MIXED
AND DELIVERED IN ACCORDANCE WITH ASTM C-94 MIXED AT A RATE. OF
5 SACKS OF CEMENT PER CUBIC YARD.. MAXIMUM SC-UMP SHALL BE 5 INCH
AS MEASURED BY 'THEE ASTM "STANDARD METHOD OF TESTING FOR SLUMP [IF
PORTLAND CEMENT CONCRETE,
r- D A 0 T f- C'
C 'r ri r),r
CONCRETE BLOCK MASONRY
NWA
B. N.
F. N.
E. N.
2X JOIS T
PLYWOOD SHEATHNG
F-11..._YWOOD (SEE FRAM'G, NOTES)
N
(EXCEPT WHERE NO-rF D OTHERWISE
AILING:
ROOF NAlLfG FLOOR NAIL'G
B.N. = BOUNDARY NAILING -8d- @ 6 O.C. Od @ 6 O.C.
E.N. = EDGE NAILING 8d @ 6 O.C. 10d @ 6 0. C.
F.N. =-- FlEl_,_D NAILING 8d @ 12" O.C. 10d @ 10" O.C.
NOTES:
1. NAILS SHALL BE GALV. COMMON, PLACED. NOT LESS THAN .3/8 FROM
PANEL EDGES AND SHALL BE FIRMLY DRIVEN.
2. NO UNBLOCKED PIECE LESS PdAN 12" SHALL BE USED.
PLYWOO"'D DIAPHRAGM
1, CONCRETE BLOCK SHALL CONFORM TO A,S,T,M, C-90 MED, WT,
GRADE N UNITS, WITH MIN, COMP, STRENGTH OF 2000 PSI,
SEE ARCHITECTURAL PLANS FOR TYPE, PATTERN AND JOINT
DETAILS,
2, MORTAR SHALL CONFORM TO ASTM C-270, TYPE S, WITH MINIMUM
COMPRESSIVE STRENGTH OF 2000. PSI AT 28 DAYS.
MIX, 1 PART PORTLAND CEMENT.
112 PART LIME PUTTY. BY VOLUME
4 PARTS SAND,
3, GROUT SHALL CONFORM TO ASTM C-476, WITH 'MINIMUM COMPRESIVE
STRENGTH OF 2000, PSI AT 28 DAYS.
MIX: I PART PORT -LAND CEMENT.
3 PARTS SAND BY VOLUME
2 PARTS PEA GRAVEL.
WATER SUFFICIENT TO ALLOW GROUT TO FLOW INTO
ALL JOINTS,
4, CELLS SHALL BE IN VERTICAL ALIGNMENT TO PROVIDE A MIN.
UNOBSTRUCTED CORE OF 3' X 3'. DOWELS FROM FOOTINGS
SHALL BE SET TO. ALIGN WITH CORE REINFORCING.
5, ALL. CELLS BELOW FINISHED GRADE AND ALL CELLS WITH
REINFORCING, ANCHORS OR INSERTS SHALL BE FILLED SOLID
WITH GROUT,
6, CONCRETE SURFACES SHALL BE CLEANED OR ALL LAITANCE
PRIOR TO SETTING OF BLOCKS.
GRADING NOTES
1. A GRADING PERMIT SHALL BE OBTAINED PRIOR TO ANY GRADING,
2, ALL FILL ONE FOOT & GREATER SHALL BE CERTIFIED AND TESTED AS -ro
RELATIVE COMPACTION PER U.B.C.
3, ALL FILL SHALL BE COMPACTED IN ACCORDANCE WITH ASTM D-1557,
TO MAXIMUM OF 907. DENSITY.
4, ALL UTILITY TRENCH BACKFILLS SHALL BE IN ACCORDANCE WITH THE SOILS
ENGINEER'S RECOMMENDATIONS,
DRAINAGE NOTE
B. N.
F. N.
E. N.
2X JOIS T
PLYWOOD SHEATHNG
F-11..._YWOOD (SEE FRAM'G, NOTES)
N
(EXCEPT WHERE NO-rF D OTHERWISE
AILING:
ROOF NAlLfG FLOOR NAIL'G
B.N. = BOUNDARY NAILING -8d- @ 6 O.C. Od @ 6 O.C.
E.N. = EDGE NAILING 8d @ 6 O.C. 10d @ 6 0. C.
F.N. =-- FlEl_,_D NAILING 8d @ 12" O.C. 10d @ 10" O.C.
NOTES:
1. NAILS SHALL BE GALV. COMMON, PLACED. NOT LESS THAN .3/8 FROM
PANEL EDGES AND SHALL BE FIRMLY DRIVEN.
2. NO UNBLOCKED PIECE LESS PdAN 12" SHALL BE USED.
PLYWOO"'D DIAPHRAGM
1, CONCRETE BLOCK SHALL CONFORM TO A,S,T,M, C-90 MED, WT,
GRADE N UNITS, WITH MIN, COMP, STRENGTH OF 2000 PSI,
SEE ARCHITECTURAL PLANS FOR TYPE, PATTERN AND JOINT
DETAILS,
2, MORTAR SHALL CONFORM TO ASTM C-270, TYPE S, WITH MINIMUM
COMPRESSIVE STRENGTH OF 2000. PSI AT 28 DAYS.
MIX, 1 PART PORTLAND CEMENT.
112 PART LIME PUTTY. BY VOLUME
4 PARTS SAND,
3, GROUT SHALL CONFORM TO ASTM C-476, WITH 'MINIMUM COMPRESIVE
STRENGTH OF 2000, PSI AT 28 DAYS.
MIX: I PART PORT -LAND CEMENT.
3 PARTS SAND BY VOLUME
2 PARTS PEA GRAVEL.
WATER SUFFICIENT TO ALLOW GROUT TO FLOW INTO
ALL JOINTS,
4, CELLS SHALL BE IN VERTICAL ALIGNMENT TO PROVIDE A MIN.
UNOBSTRUCTED CORE OF 3' X 3'. DOWELS FROM FOOTINGS
SHALL BE SET TO. ALIGN WITH CORE REINFORCING.
5, ALL. CELLS BELOW FINISHED GRADE AND ALL CELLS WITH
REINFORCING, ANCHORS OR INSERTS SHALL BE FILLED SOLID
WITH GROUT,
6, CONCRETE SURFACES SHALL BE CLEANED OR ALL LAITANCE
PRIOR TO SETTING OF BLOCKS.
GRADING NOTES
1. A GRADING PERMIT SHALL BE OBTAINED PRIOR TO ANY GRADING,
2, ALL FILL ONE FOOT & GREATER SHALL BE CERTIFIED AND TESTED AS -ro
RELATIVE COMPACTION PER U.B.C.
3, ALL FILL SHALL BE COMPACTED IN ACCORDANCE WITH ASTM D-1557,
TO MAXIMUM OF 907. DENSITY.
4, ALL UTILITY TRENCH BACKFILLS SHALL BE IN ACCORDANCE WITH THE SOILS
ENGINEER'S RECOMMENDATIONS,
DRAINAGE NOTE
NOTES:
1. NAILS SHALL BE GALV. COMMON, PLACED. NOT LESS THAN .3/8 FROM
PANEL EDGES AND SHALL BE FIRMLY DRIVEN.
2. NO UNBLOCKED PIECE LESS PdAN 12" SHALL BE USED.
PLYWOO"'D DIAPHRAGM
1, CONCRETE BLOCK SHALL CONFORM TO A,S,T,M, C-90 MED, WT,
GRADE N UNITS, WITH MIN, COMP, STRENGTH OF 2000 PSI,
SEE ARCHITECTURAL PLANS FOR TYPE, PATTERN AND JOINT
DETAILS,
2, MORTAR SHALL CONFORM TO ASTM C-270, TYPE S, WITH MINIMUM
COMPRESSIVE STRENGTH OF 2000. PSI AT 28 DAYS.
MIX, 1 PART PORTLAND CEMENT.
112 PART LIME PUTTY. BY VOLUME
4 PARTS SAND,
3, GROUT SHALL CONFORM TO ASTM C-476, WITH 'MINIMUM COMPRESIVE
STRENGTH OF 2000, PSI AT 28 DAYS.
MIX: I PART PORT -LAND CEMENT.
3 PARTS SAND BY VOLUME
2 PARTS PEA GRAVEL.
WATER SUFFICIENT TO ALLOW GROUT TO FLOW INTO
ALL JOINTS,
4, CELLS SHALL BE IN VERTICAL ALIGNMENT TO PROVIDE A MIN.
UNOBSTRUCTED CORE OF 3' X 3'. DOWELS FROM FOOTINGS
SHALL BE SET TO. ALIGN WITH CORE REINFORCING.
5, ALL. CELLS BELOW FINISHED GRADE AND ALL CELLS WITH
REINFORCING, ANCHORS OR INSERTS SHALL BE FILLED SOLID
WITH GROUT,
6, CONCRETE SURFACES SHALL BE CLEANED OR ALL LAITANCE
PRIOR TO SETTING OF BLOCKS.
GRADING NOTES
1. A GRADING PERMIT SHALL BE OBTAINED PRIOR TO ANY GRADING,
2, ALL FILL ONE FOOT & GREATER SHALL BE CERTIFIED AND TESTED AS -ro
RELATIVE COMPACTION PER U.B.C.
3, ALL FILL SHALL BE COMPACTED IN ACCORDANCE WITH ASTM D-1557,
TO MAXIMUM OF 907. DENSITY.
4, ALL UTILITY TRENCH BACKFILLS SHALL BE IN ACCORDANCE WITH THE SOILS
ENGINEER'S RECOMMENDATIONS,
DRAINAGE NOTE
111
UNL.ESS OTHERWISE NOTED.
4. AL.L. BUTT WELDS SHAL.L. BE FULI.. PENETRATION U.N.O.
5. A CERTIFICATE OF FABRICATION FROM THE SHOP PERFORMIN(i WELDING OR A
REPORT FROM THE SPECIAL INSPECTOR MUST BE FURNISHED TO THE JOB
INSPECTOR PRIOR TO FRAMING APPROVAL
ra-u-1
ffl-r-A
CONNECTION.-
1.
JOISTS TO SILL OR GURDER, TOE. NAIL
3 -
8d
2.
BRIDGING TO JOISTS, TOE NAIL EA. END
-
8d
3.
1X6 SUBFLR. OR LESS TO EA. JST., FACE NAIL
.2
2 -
8d
4.
WIDER :THAN 1X6 SUBFLR. TO EA. JST., FACE NAIL
3 -
8d
5.
2" SUBFLR. TO JST. OR GURDER, BLIND & FACE NAIL
2 -
16d
6.
SILL PLATE TO JST. OR BLK'G., FACE NAIL
16d
0 16to
O.C.
7.
TOP PLATE TO STUD, END`NAIL
16 d
8:
RAFT. BLK'G TO TOP PLATE, FACE OR TOE NAIL
16d
0 8" O.C.
9.
STUD TO SILL PLATE, TOE NAIL
4 -
8d -
10.
DOUBLE STUDS, FACE NAIL
16d
024"
O.C.
11.
DOUBLE TOP PLATES, FACE NAIL
16d
'0 16"
O.C.
12.
TOP PLATES LAPS & INTERSECTIONS, FACE NAIL
2 -
16d
13.
CONTINUOUS HEADER, TWO PIECES
PLATE.,
16d
0 16"'
O.C. ALONG E.A. SIDE
14.
CEILING JOISTS TO TOE NAIL,
3 -
8d
15.
CONTINUOUS HEADER TO -STUD, TOENAIL4
-
8d
16.
CEILING JOISTS, LAPS 0/ PARTITIONS, FACE NAU
3 -
16d
17.
CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL
3 -
16d
18.,
RAFTER TO TOP PLATE, TOE NAIL
3 -
8d
f 9,
1" BRACE TO EA. STUD & PLATE, FACE NAIL
2 -
8d
20.
1X8 SHTG, OR LESS - TO EA. BEARING WALL FACE NAIL
2 -
8d
21.
WIDER THAN IX8 SHTG. TO EA. BEARING WALL FACE NAIL-
3 -
8d
22,
BUILT-UP CORNER STUDS
1d
0 24"
O.C.
23.
BUILT-UP GRADERS & BEAMS 20d
0 32" O.C. 0
TOP & BOT. &
STAGG. 2 - 20d 0 END & 0 EA. SPLICE
NAILINk,;;
2" PLANKS 2 -16d 0 EA. BRC.
PARTICLE BD. -- WALL SHTG, (TO FRMG.) 8d
PLYWOOD
SUBFI-R. RF. & WALL SHTG. (TO FRMG.):
1/2" & LESS 8d
5//8$1 3/4`-*- 8d COMMON OR 6d
7/88" 1 8d
1 1/8*0 -.1 1/4" 10d OR 8d
COMBINATION SUBFLR. UNDERLAYMENT (TO: FRMG.):
3/4" & LESS 8d
7/811 -8d
1 1/8 1 1/4 10d OR-8d
FIBERBD. SHTG.:
1//2))-- NO. 11 GA. 6d, NO. 16 GA.
25/32s) NO. 11 GA.:6d$' NO. 18 GA.
FRAMING NOTES
FRAMING SHALL COMPLY WITH SECTION 2320 OF U.B.C. LATEST
EDITION.
FRAMING -GENERAL
1. U.S)E SIMPSON' U-HANGERS ON ALL JOIST/BEAM/BEAM CONNECTIONS
UNLESS NOTED ON PLANS,
2, AL.L. POSTS SHALL HAVE SIMPSON 'PC" CONNECTORS AT TOP
AND, SIMPSON 'BC' OR 'BCO' CONNECTORS AT 'BASES UNLESS
0 :'HERWISE.-NOTED,ON PLANS.
3, Al-L CONNECTING HARDWARE, JOIST HANGERS, TIE STRAPS, ETC.,
SHALI, BE SIMPSON-STRONG TIE' UNLESS OTHERWISE NOTED OR
SHOWN ON PLANS,
1. SIZE,. SPACING & 14EIGHT LIMITS FOR WOOD STUDS ARE AS FOLLOWS
FRAMING --- WALL,
(LINLE'SS OTHERWISE NOTED ON. PLANS):
2X4 @ 16'y OC (BEARING WALL) *SUPPORTING A MAXIMUM OF ONE
FLOOR AND ONE ROOF SHALL. HAVE A MAXIMUM
HEIGHT OF 10 FEET
2X4 @ 16' OC (NON -BE ARING WALL) SHALL, HAVC A MAXIMUM
HEIGHT OF 14 FEET
2X6 to 16' OC 0EARING WALL) SUPPORTING A MAXIMUM OF- TWO
FLOORS AND A ROOF SHALL. HAVE A MAXIMUM
HEIGHT OF 10 FEET
2X6 (a 16" !'-]C - (NON --BEARING WALL) MAXIMUM HEIGHT IS 20 FEET
2, RAKE WALLS ADJACENT TO SLOPED CEILINGS 3HAL.1_ BE BALLOON
FRAMED, DOUBLE TOP PLATES SHALL ALWAYS BE SUPPORTED BY
A ROEW OR CEILING DIAPHRAM.
3. SHEAR WALL PANELS MUST BE CONTINUOUS i*n1 FLk 'rop PI. -ATE AT
ROOF FRAMING, SHEATHING SHALL HAVE ALL.. EDGES BLOCKED & THE
APPROPRIATE SHEAR TRANSFER THRU CEILING OR SOFFIT FRAMING,
4. BORING AND NOTCHING OF WALL STUDS SHAL-L. BE PER UBC (2320-11.10)
NOTCHING MAXIMUM, 25% OF WIDTH ON BEARIN( WALLS
40% OF WIDTH ON NON -BEARING WALLS,
BORING MAXIMUM: 40% OF WIDTH ON BEARING WALL,S
60% OF WIDTH ON NON -BEARING WALLS
NOTE: A,MIN, 5/8' CLEARANCE FROM EDGE Of"' STUD TO HOLE
SHALA_ BE PROVIDED.
5. DClUBt..E 2X TOP PLATE SHALL BE LAPPED 48' A-T AL.L. SPLICES
AND SHALL OVERLAP AT CORNERS.
6. WALL BRACING SHALL BE .PROVIDED PER U13C (2320,11.3)
PROVIDE I X 6 LET -IN BRACING (@ APPROX. 45 DEGREES) EVERY
25' IN ALL., STUD WALL NOT SHEATHED, BRACES TO RUN CONTINUOUS
FROM TOP PLATE TO SILL PLATE.
FRAMI�LG...1 FLOOR
1, FLOOR SHEATHING (MIN) 5/8' STRUCTURAL 1 T 08, G PLYWOOD
PANEL. INDEX NO. 32/16 WITH EXTERIOR GLUE, USE 10d COMMON NAILS
AT 6' OC AT ALL EDGES,. BOUNDARIES, AND 10' O,C, FIELD.
NEI BLOCKING IS REQUIRED UNLESS NOTED ON PLAN.
ALL- EDGES BLOCKED AT DECKS.
2, PROVIDE DOUBLE FLOOR JOISTS UNDER ALL, PARAL.LEL. NON -
BEARING PARTITIONS.
3. PR°JVIDE CONTINUOUS BLOCKING -BETWEEN FLOOR JOISTS UNDER
BEARING WALLS WHICH ARE PERPENDICULAR. IT) JOISTS,
4. FRAMING AROUND OPENINGS: TRIMMER AND HEADER JOISTS
SHALL_ BE: DOUBLED AND SUPPORTED BY HANGERS PER
FRAMING ROOF'
1. ROOF SHEATHING (MIN) 112' STANDARD PLYWOOD PANEL INDEX
NO 24/0 WITH EXTERIOR GLUE, USE 8ol COMMON NAILS AT 6' OC AT
A[-L. EDGES BOUNDARIES, AND 12' OC FIELD,
NO BLOCKING IS REQUIRED UNLESS NOTED (IN PLAN,
2, FRAMING AROUND OPENINGS, TRIMMER AND HEADER JOISTS
SHAL-L'BE DIIUBLED AND SUPPORTED BY HANGFRS PER CODE
FRAMING- --- CEILING (PER TABLE 23-IV-J-3)
1. CE'j',L.lNG JOISTS SHALL BE 2X6.@ 16' O.C, (MAX SPAN= 171,.,;81)
2, CE'.'.t ING JOl',l,'TS SHALL . BE - 2Xe @ 16' D.C. (MAX SPAN- 23'-4)
N"AlLIN u SCHEDULE
FRAMING - JOISTS/RAFTERS
1. BORING AND NOTCHING OF JOISTS SHALL BE AS FOLLOWS,
(UBC 2320.12.4)
BORING- MAX DIA OF.'HOLE SHALL NOT EXCEED 1/3 OF
DRESSED DEPTH OF JOIST WITH A MINIMUM EDGE
CLEARANCE OF TWO -INCHES.
NOTCHING- MAX DEPTH AT ENDS SHALL NOT EXCEED 1/4
OF DRESSED DEPTH. NO NOTCHING IS ALLOWED'
IN THE CENTER THIRD OF THE JOIST"SPAN.
COMPRESSIVE SIDE WITH A MAX DEPTH OF -1/6
OF THE JOIST DEPTH.
2, WHERE THREE OR MORE (MULTI JOISTS) ARE USED, THE JOISTS
SHALL BE BOLTED -TOGETHER WITH 1/2' DIA, MACHINE BOLTS V/
WASHERS AT 24' OC STAGGERED. BOLTS SHALL BE RETIGHTENED
PRIOR TO APPLYING FINISH MATERIALS.
3, JOISTS/RAFTERS SHALL LAP AT SPLICES A MIN. OF 4 INCHES
WITH 3-16d NAILS OR. USE SIMPSON ST 2115 @ 48 INCHES D.C.
4. CROSS BRIDGING OR 2X BLDG,-SHALL BE PROVIDED @ SO-0, [).c.
MAX. FOR ALL JOISTS AND RAFTERS MORE THAN 8' IN DEPTH.
5, 2X SOLID BLOCKING SHALL BE PLACED BETWEEN JOUSTS FOR
RAFTERS AT ALL SUPPORTS,
FRAMING -BOLTING
I. ALL BOLTS BEARING ON WOOD SHALL HAVE WASHERS UNDER HEAD
QR NUT.. SEE SEE SCHEDULE.
2. ALL BOLTS SHALL BE RETIGHTENED, PRIOR TO APPLICATION OF PLY-
WOOD, PLASTER, ETC,
3. HOLES FOR BOLTS' SHALL BE BORED 1/32' TO 1/16' LARGER THAN
NOMINAL' BOLT DIAMETER.
LUMBER
1. ALL LUMBER SHALL BE DOUGLAS FIR OF THE FOLLOWING
GRADES UNLESS OTHERWISE NOTED -(MAX MOIStURE CONTENT
SHALL NOT EXCEED 19X & GRADED IN ACCORDANCE WITH THE
WEST COAST LUMBERMAN'S ASSOCIATION.>
REPETITIVE USE MEMBERS
STUDS & PLATES NO. 2
JOISTS & RAFTERS
2X4 TO 4X4 INCLUSIVE NO. 2
2X6 TO 3X16 INCLUSIVE NO. 2
SINGLE USE MEMBERS
BEAMS
4X NO, 2
6X OR LARGER NO, I
POSTS & MULLIONS
04 & SMALLER NO. 2
4X6 & LARGER NO, 2
6X6 & LARGER NO. I
BLOCKING, FURRING, ETC, NO. 3
DECKING & SHEATHING
2X,'3X,.4X -COMMIL . DEX.
2. ALL WOOD BEARING ON CONCRETE OR MASONRY IF LESS. THAN
4 FEET FROM GRADE SHALL DE.PRESSURE TREATED DOUG, FIR,
0_4:P-AM;NAT�D W13PP PE:AMS 4HA�L., PE P QUOL0 FIR CEIMPf
249-V8 60 DPIDF (rb=2400 P91, rv!45 Pgl,: E:480,660- PSI)
INDUSTRIAL APPEARANCE WITH EXTERIOR GLUE UNLESS
OTHERWISE NOTED ON PLANS. A CERTIFICATE OF INSPECTION
FOR EACH GLU-LAM BEAM FROM AW APPROVED TESTING. AGENCY
TO BEDSUBMITTED AND APPROVED BY THE BUILDING DEPT.
PRIOR TO ERECTION. (.00 USE VS FOR CANT, BEAMS- AND
V4 FOR SIMPLE SPANS BEAMS)
4. ALL STRUCTURAL PLYWOOD SHALL BE IN ACCORDANCE WITH
P.S. 1-95.
5. PARALLAR PSL PER TRUS JOIST MACMILLAN (ICBO # ER-4979>
(Fb= 2900 PSPSI:Fv=290 PSI, E= 2,000,000 PSI)
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