HomeMy WebLinkAbout10151396.pdfGA C A RESIDENCE
1827 W. 19
SANTA ANA ,
PROJECT DATA I
SCOPE:
ADDITION TO SFR
AREA ANALISIS (SF)
EXISTING NEW TOTAL
FIRST FLOOR 1571 348 1919
SECOND FLOOR 650 0 650
TOTAL 2221 348 2569
NEW PORCH: 66 SQ. FT.
GARAGE - EXISTING 1-CAR GARAGE 260 SQ. FT. ATTACHED
LOT SIZE: 6050 SQ. FT.
LOT COVERAGE : 2279SFR SQ. FY6050 LOT SIZE SO. FT. =3V
APN : 001.042-08
TYPE OF CONSTRUCTION
TYPE: VN
TRACT:1478 BLOCK: LOT:35
SITE PLAN SCALE: 1 /8" = V-0"
70-0 t) 40'—O'p
PROPERTY LINE
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VENT CALCULATIONS
ATTIC VENTILATION: 348/150 SQ. FT.: 3 SQ FT. OF VENT AREA
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UNDER FLOOR VENTILATION: 348/150 SQ. FT.: 3 SQ FT. OF VENT AREA
SHEET INDEX
1 SITE PLAN
2 FLOOR PLAN AND SECTION
3 ELEVATIONS
4 FRAMING & FOUNDATION
F1 DETAILS
F2 DETAILS
EN ENERGY CALCULATIONS
WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS CONTRACTORS SHALL
VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND
CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED
IN WRITING OF ANY VARIATIONS FORM THE DIMENSIONS AND
CONDITIONS SHOWN BY THESE DRAWINGS.
THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE
RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE
PREPARED AND PUBLICATION BY ANY METHOD, IN WHOLE OR I
PART, IS PROHIBITED WITHOUT THE APPROVAL OF ARIAS &
ASSOCIATES DES�G�I E TITLE TO THE PLANS
AND SPECIFICATIONS REMAINS IN ARla & A22�50 IC ATES
DESIGN , WITHOUT PREJUDICE. ANY ERRORS. AMBIGUITIES,
AND OMISSIONS IN DRAWINGS AND SPECIFICATONS SHALL BE
) LANDSCAPE 4)
z{ 'z.
, DRIVEWAY
IXISTING
2ND FLOOR
EXISTING
.•
POSED
! � M�CH
0
AL. NOTES
ALL OF THE FOLLOWING REQUIREMENTS WIL BE PART OF APPROVED PLANS FOR FULL
-E:
rRUCTION MATERIALS
-PLYWOOD SHALL BE D.F., CD-X
!ETE STRENGTH: 2 500 P.S.I. @ 28 DAYS
-CONCRETE fi c= 2,500 P.S.I. MIN.
-STEEL STRUCTURAL TUBE, ASTM A53 GRADE B
-REINFORCING STEEL,ASTM A615, GRADE 40
'EEL REINFORCEMENT: GRADE 40, DEFORMED,
3.
LUMBER: USE DOUGLAS FIR, LARCH NO. 2 OR BETTER UNLESS OTHERWISE NOTED ON
FRAMING PLANS,
4.
PROVIDE NEW 100 AMPERE ELECTRICAL SERVICE (FIELD VERIFY EXISTING SERVICE IF
AN ADDITION OR MODIF BACKUP LIFER GROUND. PLEASE CONTACT EDISON FOR METER
-
)CATION AND UNDERGROUND SERVICE IF REQUIRED.
5.
PROVIDE MINIMUM OF 3" ROUND BUILDING/SEWER DRAIN LINE WITH 2% MIN. SLOPE
IF REQUIRED.
6.
RECEPTACLE OUTLETS SHALL BE SPACED AT 12' O.C. MAXIMUM AND SHALL BE LOCATED
WITHIN 6" OF DOOR OPENINGS (e.g. CLOSET DOORS, etc.). ALSO EVERY 2' OR
WIDER WALLS.
7.
PROVIDE OUTDOOR RECEPTACLE OUTLETS WITH WEATHERPROOF COVER AND GROUND
FAULT CIRCUIT INTERRUPTER (GFCI).
PROVIDE HOSE BIBB WITH NON -REMOVABLE BACKFLOW PREVENTER AT REAR AND
FRONT OF DWELLING.
9.
PROVIDE SMOKE DETECTORS (BATTERY OK) ADJACENT TO AND INSIDE EXISTING
DROOMS.
' 10,
COMPLY WITH THE FOLLOWING STATE ENERGY REGULATIONS (TITLE 24, STATE
K r
CODE):
(a) ALL SLIDING GLASS WINDOWS SHALL BE CAULKED AND LABLED BY ANSI FOR
f'.,. = H G-RAl 'i X35
AIR INFILTRATION TEST.
�\) 11 (\` •/i{�
(b) EXTERIOR JOINTS AND DOORS SHALL BE CAULKED AND WEATHERSTRIPPED.
(c) BLANKET TYPE INSULATION WITH R-VALUE OF R-30 IN ROOF/CEILING AND
R-13 IN WALLS AND R-19 RAISED FLOOR. NO EXPOSED PAPER BACKING ALLOWED
f (i.e. IN ATTIC, HEATER VENTS, LIGHTING FIXTURES, etc.).
11. PROVIDE HEATING TO PRODUCE REQUIRED ROOM TEMPERATURE OF 70 DEGREE F. 3 FEET
ABOVE FLOOR,
R-13 IN WALLS AND R-19 RAISED FLOOR. NO EXPOSED PAPER BACKING ALLOWED
12. ALL WORK SHALL COMPLY WITH THE FOLLOWING CODES INCLUDING LOCAL ORDINANCES:
SANTA ANA MUNICIPAL CODE (SAMC)
2001 CPC PLUMING CODE 2001 CMC MECHANICAL CODE
2001 CEC ELECTRICAL CODE 2001 CBC BUILDING CODE
CONTRACTORS OR OWNER BUILDER NOTES
WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS CONTRACTORS SHALL
VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND
CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED
IN WRITING OF ANY VARIATIONS FORM THE DIMENSIONS AND
CONDITIONS SHOWN BY THESE DRAWINGS.
THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE
RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE
PREPARED AND PUBLICATION BY ANY METHOD, IN WHOLE OR IN
PART, IS PROHIBITED WITHOUT THE APPROVAL OF ARIAS AND
ASSOCIATES TITLE TO THE PLANS
AND SPECIFICATIONS REMAINS IN ARIAS AND ASSOCIATES
DESIGNS, WITHOUT PREJUDICE. ANY ERRORS. AMBIGUITIES,
AND OMISSIONS IN DRAWINGS AND SPECIFICATONS SHALL BE
AND /OR BEFORE ANY PART OF THE WORK IS STARTED.
UNLESS EXPRESSLY ATUPULATED. NO FAVOR BY VIRTUE OF
ERRORS, AMBIGUITIES AND /OR AMBITIONS, WHICH SHOULD
HAVE BEEN DISCOVERED DURING THE PREPARATION OF THE
BID ESTIMATE AND DIRECTED TO OUR ATTENTION.
VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS
SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE
ACCEPTANC OF THESE RESTRICTIONS.
IN A TIMELY MANER.
INSTALLATION CERTIFICATE:
CONTRACTOR SHALL POST THE ISTALLATIQN CERTIFICATE (CF-6R)
FORM AND INSULATION CERTIFICATE (IC-1) FORM IN A CONSPICOUS
LOCATION OR KEPT WITH PLANS AND MADE AVAIBLE TO THE
INSPECTOR.
ROOF TIE IN :
CONTRACTOR TO VERIFY PITCH FOR TIE-IN.
MARIA D. ARIAS r •
11818 RIO► PKWY
EL MONTE CA 91732
:. . •442-4637
FAX. * 894
SIGNATURE:
J/ 1
A_ g BATHROOM RECEPTACLES SHALL BE SERVE BY DEDICATE 20 AMP. CIRCUIT -NEC SECT. 210-52 (d)
14 ALL,'SHOWERS AND TUB -SHOWERS SHALL HAVE EITHER A PREASSURE BALANCE
�}f A THERMOSTATIC MIXING VALVE.
' 15
ATTACHMENT A
COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS
GLASS SHOWER ENCLOSURES OR DOORS SHALL HAVE TEMPERED GLASS. BEST MANAGEMENT PRACTICES FOR CONSTRUCTION
. ,,.> ACTIVITIES.
THE FOLLOWING IS INTENDED AS AN ATTACHMENT FOR
CONSTRUCTION AND GRADING PLANS AND REPRESENT THE
MINIMUM STANDARDS OF GOOD HOUSEKEEPING WHICH MUST
mv: 9. A CORROSION RESISTANT WEEP SCREED IS REQUIRED BELOW THE STUCCO WITH BE IMPLEMENTED ON ALL CONSTRUCTION SITES REGARDLESS
MINIMUM OF 4" ABOVE EARTH OR 2" ABOVE PAVING. THE WEEP SCREED MUST OF SIZE.
C
g ss R g E SHOWN ON THE APPROPRIATE DETAILS PER SECTION 2506.5 OF UNIFORM
* ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE
BUILDING CODE, 1997 EDITION. RETAINED ON SITE AND MAY NOT BE TRANSPORTED FROM
I
,eu
THE SITE VIA SHEETFLOW, SWALES, AREA DRAINS, NATURAL
PLANNING of
20. THE CONTRACTOR SHALL POST THE INSTALLATION CERTIFIED (CF-6R) FORM AND
DRAINAGE COURSES OR WIND.
INSULATION CERTIFICATE (IC -1) FORM IN A CONSPICUOUS LOCATION OR KEPT
* STOCKPILES OF EARTH AND OTHER CONSTRUCTION
WITH PLANS AND MADE AVAILABLE TO THE INSPECTOR.
RELEATED MATERIAL MUST BE PROTECTED FROM BEING
TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR
fi
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21. THE NEW GLAZED OPENINGS WILL BE LABELED TO INDICATE A
WATER.
�•_
�" 1.' � �u_� k
CERTIFIED U VALUE OF 0.75 AND A WINDOW SOLAR MEAT GAIN COEFFIENT SHGC OF .40.
����
g, ' •` ""'``��``' a -
22. ALL TOILETS TO BE ENERGY SAVING OF NO MORE THAN 1.6 GAL 0 F WATER PER FLUSH
*FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIALS
PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A ROOM THE PUBLIC WA OR ANY OTHER DRAINAGE SYSTEM.
TEMPERATURE OF 70 F (21 C) AT A POINT 3 FEET (914MM) ABOVE THE FLOOR IN ALL PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES
ry ON SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE.
1 i'-Orl �$�C_r � ON' t r „�z ; ii HABITABLE ROOMS
AND /OR BEFORE ANY PART OF THE WORK IS STARTER. TRASH AND CONSTRUCTION REi<ATED SOLID WASTES MUST
UNLESS EXPRESSLY ATUPULATED. NO FAVOR BY VIRTUE OF w BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT
ERRORS, AMBIGUITIES AND OR AMBITIONS, WHICH SHOULD 26. PROVIDE 70 INCH HIGH NON -ABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHALLER
HAVE BEEN DISCOVERED DURIN HE � 3'-0» 1 -RESISTANT MATERIAL FOR SHOWER ENCLOUSURE. CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND.
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G T PREPARATION OF THE (E) SIDE 1NALK
BID.ESTIMATE AND DIRECTED TO OUR ATTENTION. * SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED
FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION
VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS _ 27, IN NEW CONSTRUCTION SMOKED ETECTORS SHALL RECEIVE THEIR PRIMARY POWER ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO
SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE SOURCE FROM THE BUIDIN WIRING AND SHALL BE EQUIPPPED WITH BATTERY BACK INHIBIT SEDIMENTS FROM BEING [DEPOSITED INTO THE 09-10-05
ACCEPTANCE OF THESE RESTRICTIONS. PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP AS NOTEDIN A TIMELY MANER. U AN LOW BATTERY SIGNAL. SMOKE DETECTORS SHALL BE LOCATED IN EACH SLEEPING IMMEDIATELY AD MAY NOT BE WASHED DOWN BY RAIN OR
ROOM AND HALLWAY OR AREA GIVING ACCESS TO SLEEPING ROOM, AND ON EACH STORY AND OTHER MEANS. DFtA\N MA.
a� Q� wn t' M G J0jr 0.:05 75
ROOM, AND ON EACH STORY AND BASEMENT FOR DWELLING WITH MORE THAN ONE ST
19TH ST. .. * ANY SLOPES WITH DISTURBED SOILS OR DENUDED OR IE
^+ x VEGETATION MUST BE STABILIZED SO AS TO INHIBIT
SANTA ANA, CA. 28. " AN APPROVED SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE ERAOSION BY WIND AND WATER.
DOWN STEAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR
* OTHER
OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING." (PER I
City of Soa
ORDINACE 171,874 FOR WORK OVER $10,000.) 0
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DRAWN: MA
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DATE: 09-10-05
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JOB NO.: 0504376
SHEET-`�
ASPHALT SHINGLES 0
OF # 15 FELT CLASS
MATERIAL
PROPOSED EXISTING SFR u" N
ADDITION I EAST E L EVATI"
SCALE: 1/4= V-0"
WEST ELEVATION
5CALE: 114"= P-011
NOTE: WINDOWS, STUCCO
AND ROOF MATERIAL TO
TO
CH MATCH EXISTING
STING
14114"
UNDER
FLOORIto
VENT
SCALE: 1/4= V-0"
me
a
DATE
Certificate of Compliance: Residential (Part 1 of 2) CF-1 R
ADDITION 9/13/2005
Project Title Date - -- -
1827 W. 19TH ST SANTA ANA
Project Address - Building Permit It
Arias & Associates Designs (626)442-4637 Plan Check / Date
Documentation Author Telephone
Computer Performance 8 Field Check / Date
Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only
GENERAL_ INFORMATION
Total Conditioned Floor Area: 2,673 ft2 Average Ceiling Height: 80 ft
Total Conditioned Slab Area: 0 f#2
Building Type:
(check one or more)
[XI Single Family Detached ❑ Addition
❑ Single Family Attached ❑ Existing Building
❑ Multi -Family Existing Plus Addition
Front Orientation: _____.,_,.__(North 0 de Floor Construction Type: ❑ Slab Floor
Number of Dwelling Units: 1,00
Number of Stories: - 2 ® Raised Floor
1:39ILDIN(3 SHELLIINSULATION
Const.
Component
Frame
Assembly
Location/Comments
Type
Type
U-Value
(attic, garage, typical, etc.)
R-19 Fioor(F,19.2x8,16)
Wood
0,038
Exterior Floor / Over Crawlspaee (w/R-6 Credit)
R-13 Walt {W.13.2x4.16)
Wood
0.088
Exterior Wall
Solid Wood Door
None'
0.387
Exterior Door
R-30 RD0f(R.30.2x12.16)
Wood'
0,035
Exterior Roof
FENESTRATION
Shading_Pgyices
Type Orientation
Area
Fenestration
Exterior _
Overhang Side Fins
SF
U-Factor
S GC
Shadin
Yes / No
Yes / No
Front Nodh)
108.0
087
0.59
Bug Screen
❑ [X ]
❑ [X
Left (East)
40.0
0.87
0.59
Buq Screen
❑ [:Xl
❑ []
Rear(South)___
125.0
U7
0.59
Bug Screen
❑ ID
❑ Q
Right (West)
88,0
0.87
0.59
Buq Screen
❑ []
❑ X❑
❑
❑ El
❑❑
❑❑
❑ ❑
❑ ❑
❑❑
❑❑
❑ ❑
❑ ❑
❑❑
❑❑
❑ ❑
❑ ❑
❑ ❑
❑ ❑
tat lilt(iti8ti�iftt /9
!4 Q2:41y13_____.Rt!.f1 C_ocie;�1266296 3
EnergyPro 3.1 By Ener ySoft
User Number: 5209
Job Number: 0604355
Page:3 of 22
Certificate of Compliance: Residential Part 2 of 2 CF-1 R
ADDITION __. __ 9/.1_3/2005 __
Project Title Date
HVAC SYSTEMS Note: Input Hydronic or Combined Hydronic data under water Heating Systems, except Design Heating Load.
Equipment Minimum Distribution
HeatingType and Duct or
Type (furnace, heat Efficiency Location Piping Thermostat Location /
pump, etc.) (AFUE/H_SPF)(ducts, attic, etc_) R-Value Type Comments
Central Eurnace_ -80°I AFUE_ Ducts_in_9iric--______-,___- ____A.2- Setback _ HV-A ..System
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 IZ"EER- Dudain_Attir, ____.4.2- -----Setback -------- HVAC System__
WATER HEATING SYSTEMS Rated 1 Tank Energy Fact! 1 External
Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby Tank Insut.
System Name_ Type Type Syst`Btu/hr (gal) Efficiency Loss (°1°} R-Value
Standard-Gas-%galstr.Less_ Smalt_Gas__._ Standard 1___._ _40,QW _..__.a-5.0_ -0.52- _..-nla__._ ____32_
1 For small gas storage (rated inputs of less than or equal to 76,000 Btu/hr), electric resistance and beat 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 an(} Recovery Efficiency,
HARKS
LAN C BARRIER
9,
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
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 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: Name: MARIA ARIAS
Title/Firm: SUCELY ARIAS Title/Firm: Arias 8, Associates_Designs.
Address: 4427 FANDON AVE. Address: 11818 Rio Hondo Pkw
EL MONTE CA 91732 El Monte, CA 91732 _
Teleph0 e: _626 442-6s46, Telephone: 026) 442-403 _
Lic. #:
hatu (date) (sign! ure) � (date)
nforc me t Age (r`
nta
Title/Firm:
Address:
Telephone:
Ener9vPro 3.1
User Number: 6209
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.
DESCRIPTION Instructions: Check or initial applicable boxes or enter N/A if not applicable.
DESIGNER
ENFORCEMENT
Building Envelope Measures
'§ 150(a): Minimum R-19 ceiling insulation.
§ 150(b): Loose rill insulation manufacturer's labeled R-Value.
nX'§ 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U-value in metal frame walls (does
not to
_
apply exterior mass walls).
`§ 150(d): Minimum R-13 raised floor insulation in framed floors or equivalent.LAJ
P
§ 150(1): Stab edge insulation -water absorption rate no greater than 0.3%, water vapor transmission rate no ______
greater than 2.0 perm/inch.
t!_1 § 118: Insulation specified or installed meets insulation quality standards. Indicate type and form.
§ 116-17: Fenestration Products, Exterior Doors and infiltration/Exfiitration 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.
o§ 150(0: Special infiltration barrier installed to comply with Section 151 meets Commission quality standards.
❑
§ 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.
a
Space Conditioning, Water Heating and Plumbing System Measures
§ 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission.
❑ § 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA.
L^ l § 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-12 or greater.
2. First 5 feet of pipes closest to water heater tank, non-r circulating systems, insulated (R 4 or greater)
3. Back-up tanks for solar system, unfired storage tanks, fir other indirect hot water tanks have R-12 external
insulation or R-16 combined internal/extemai 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.
t
EnergyPro 3.1 By EnergySoft User Number: 6209 Job Number: 0504355 Page:6 of 22
2
W
Certificate of Compliance: Residential (Addendum) CF-1 R
ADDITION _9_/1312005
Project Title Bate _-_--
Special Features and Modeling Assumptions
The local enforcement agency should pay special attention to the items specified in this checklist. These items require special
written justification and documentation, and special verification to be used with the performance approach. The local
enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies
aa5etr on We adequacy or the special justification and documentation submitted. Plan Field
The DHW System "Standard Gas 50 gal or Less" Energy Factor = 0.525. An EF below 0.68 requires an R-12 External Blanket. -
i`
HERS Required Verification
These features must be confirmed and/or tested by a certified HERS rater under the supervision of a CEC approved HERS
pruviuer, r Ile ncr%Q racer rrrust aocurnent the rleiu venncation and diagnostic testing or tnese measures on a Corm (;I=-(jK.
plan
Field
a
{ l ofiturews drh "U1 (date)
Run Initiation Time: 09/1 105 09° 1:13 Ruil Code: 1126629673
"yd� �ti�D2Q12� EnergyPro 3.1_ By EnergySoft User Number: 5209 Job Number: 0504355 Page:5 of 22
;/ Job Number: 0504355 Page_4 of 22--
Mandatory Measures Checklist: 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 I') 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. j DESIGNER JENFORCEMENTI
Space Conditioning Water Heating and Plumbing System Measures: (continued)
i
[X `§ 150(m): Ducts and Fans
i
1. Ali ducts and plenums installed, sealed and insulated to meet the requirements of the 1998 CMC Sections 601,
603, 604 and Standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in
conditioned space. Openings shall be seated with mastic, tape, aerosol sealant, or other duct -closure system I
that meets the applicable requirements of ULISI, UL181A, or UL1B1B. If mastic or tape is used to seat openings I
greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not
be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be
sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and
drawhands.
2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other
than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air- Building i 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. i
3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive
duct tapes unless such a tape is used in combination with mastic and drawhands.
4. Exhaust fan systems have back draft or automatic dampers.
5. Gravity ventilation systems serving conditioned space have eitherautomatic or readily accessible, manually
operated dampers.
6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture,
equipment maintenance, and wind but not limited to the following: Insulation exposed to weather shall be suitable
for outdoor service e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover. Ceilulaf foam
insulation shall be protected as above or painted with a coating that is water retardant and provides shielding i
from solar radiation that can cause degradation of the material. j
[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 i {
spas. 1 a
a. At least 36" of pipe between filter and heater for future solar heating.
b. Cover for outdoor pools or outdoor spas.
3. Pool system has directional inlets and a circulation pump time switch. c
§ 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)
{X_ 1 § 118 (f): Cool Roof material meet specified criteria
Lighting Measures
El150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy 40 lumens/watt or greater for
general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting
control panel at an entrance to the kitchen.
LJ 150(k)2: Rooms with a shower or bathtub must have elthe at least one luminaire with lamps with an efficacy of
40 lumens/watt or greater switched at the entrance to the rcm or one of the alternative to this requirement
allowed in Section 150(k)2.; and recessed ceiling fixtures are iC (insulation cover) approved.
E
i-_... 31 By EnergySoft User Number: 5209 Job Number: 0504355 Page:7 of 22 1
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09-10-05
AS NOTED
DRAWN: MA
JOB NO.: 0504375
OF EN
GENERAL NOTES:
FRAMING NOTES:
1.
"Code" where referred to herein refers to CAJit. building Code 2001 Edihon,
1.
Roof sheathing to be 1 /2" CDX plywood or 0SB (INDEX 24/0\ with
2.
All work shall conform to the requirements of the code.
8d common nuK at; 6" O.C. in boundary,
3.
All rnoterio|o and workmanship ehoU conform to the drawing and specifications.
O° O.C. in all other *dgwo'
4`
The contractor shall be responsible for the safety of the building during
12" O.C. in intermediated (field),
construction and uhoU provide adequate ahoring, bracing and guide during
2.
Floor sheathing to be 5/8" CD T <b 8 plywood or 0SB (INDEX 32/16\
construction. Safety and bracing requirements shall be in accordance with all
with 10d oornnnon nail at: 0" O.C. in boundary,
National State and Local safety ordinances.
0" O.C. in all other edges,
5.
The contractor mhoU be responsible for coordinating the work of all trades and
10" O.C.io intermediated /�w|d\,
(field),
shall check all dimensions.
3.
Wood diaphragm to be inspected and approved by Building
O.
Sea neohonioo|` plumbing and e|�otr|oo| drawing for ai�m and location of oU
Department prior to covering,
openings required for ducts, pipes and for all pipe sleeves, electrical conduits
4.
See detail 5��-1 for typicalwall sheathing detail.
-1
'�|nnhrnnrn
|
and other items to be embedded in concrete or otherwise incorporated /n
5
See detail 4` for tvni'n| dn�mU n^d'nof��
/
2X F.JBM SEE PLAN WAY MAX. (GROUT FILL)
BA, /-16d S,N, B,N. /r-16d S,N* SMOOTH DOWELS zzz
X STUDS
1 1/4' DEPTH SAWCUT OR
structural work,- -- --'-' ` - � �- `,-- --r--r' ---- -- '-'~~'
8 See dwhnU on framing plan for shear wall indicated by /\MAX. DISTANCE BETWEEN FLOOR & ROOF.
7. In oU 000aa where o uun8}ot rnny occur, such as between items covered in ' ' �/
75wall 0 d
specifications and notes on the drawings or between general notes and specific' me ��or wall full length und fuU height o( the walls. TABLE 23-IV-B
d*toi|a` the Architect shall b� notified and h� will interpret the intent of the O. Structural observation will be performed when required by �h� Building OfOoioi
SPLICE AT LOWER PLATE 20-16d EA. TYP
contract documents. 8. A certificate of compliance will be provided for the laminated beams.
O. Where construction rnuter/o|a are temporarily stored on roof or floor framing, 10. The max. depth of notching ahoU not exceed 1/6 the depth of the member,
NOTE: OF SPLICE SLAB REINFORCG
SIDE WHERE OCCURS E4
they shall be distributed eu that the load does not exceed the design live load. and shall not be located in the rnidd|e 1/3 of the opoo^SPLICE
of the span. 8.
OF PLYWOOD SHEATH'G T
11. The max. depth of notching ehoH not exceed 1/4 the depth at end o� opone HHHH
WOOD FRAMING:
' ' '
12Provide solid 2x blocking under partitions perpendicular to floor joist
1. All horizontal load carrying members and posts to be Douglas Fir Larch north. 13' floorPruvido double joist under poro||e| bearing partitions
o. 2x grade No. 2 typical U.N.O. 14. Roof sheathing requires nailing inspection before covered.
SEE ARCH'L,
b. 4x, 8x grade No. 1 typical U.N.O. 15. Ho|down mho|l be tight before covered plywood sheathing.
Ll
C. post grade NO. 1 typical U.N.O. 1G. 2-layer �15 black paper covered plywood sheathing for shear vvo||.
2. Studs, p|ot�a. sills and blocking to be grade �2 Douglas Fir or bett�r. 17. Stucco |uth�� drywall mho}| be nailed to all studs /� to top /� bottom PL. NOTEi SEE NOTE ON FOUNDATION PLAN it -4
^ 18. roof p|ymd aho(/ be bond w/ INT. & EXT. glue & be of EXT. typo where3. Sills under stud partitions in contact with Concrete aho|| pressure treated exposed to wenthmr. 'PROVIDE STUD BELOW SLAB REINFORCG o C\2
SPLICES .,
Douglas Fir bolted to concrete with 5/R^ x1O" anchor bolts spaced not more '
WHERE OCCURS U
' . '_
than 4-0O.0 unless noted otherw|ue, there eho|| be one bolt within S" of each FOUNDATION NOTES:C3 CONC. SLAB ON GRADE U),.d CC)
1' For floor dimension, curbs, under floor ducts, conduits, �toend of each ai[i piece. Minimum of 2 bolts per piece.
Cd co
2' ' ' Verify oU conditions |o field.
�-----�--------�-�--�-����---
4. The bridging shall be provided as per code,
5. A.B into wood framing require 2-1/2" x 2-1/2" x 1/4" plate washers 3. See detail on p|on/S-1 for shear wall indicated by
4 See detail 1/S-1 for typical slab on grade, control joints, and a�ob
6. Framing members shall not be notched in any manner except where specifically ' ' ' / ' PL D C YN�LL
detailed or approved by the Architect. depression details.
7^ Minimum nailing for all wood rnennbara oho!| be as per code unless specifically 5. Shear woUe /\ denote �u|/ length and full height of the �oU
noted. 0' Anchor bolts ora 5/8"0 @48"O.0 with plate washer 2 1/2x2 1/2x1/4. Anchor CLG, X X
U.N.O.
8. Structural plywood aho|| be DEPA grade, Structural |, thickness as noted on bolts aho\| be 12" o( each end with 7° Win. �rnb�ddrn�nL 1JOIS 2-2X EXCEPT AS SIZE SPACING
plans with exterior glue conforming to product Standard PSI-g�. Each sheet
7. All Holdown hardware, anchor bolts 8c rebora to be secured in place prior to NOTED ON '""" '�`"'`
2XSTUDS --- --- --- Z_ 4--
mho|| be identified by a registered stamp ur brund. call for inspection. ,,
D. Saturate the soil 18 deep before p|ooeing the concrete slob
S. Edges of all openings through roof or floor nho|| be nailed per boundary of ' `""� '`"^�"
& Grading�� footing to be inspected �� certified by the soil engineer prior to EA. STUD
plywood diaphragm nailing requirements.'
pouring the concrete.
10. All wood bearing on concrete or masonry mho!| be pressure treated Douglas Fir. BOUNDARY
.`�^�^.."
12. Joist hangers and other connectors oho|| be Simpson strong ties or equal. CONCRETE:
CEILING JOIST SCHEDULE1. Cement: Type } or Type || conforming to A.S.T.M. C-150 U.B.C.
STRUCTURAL GLUE LAMINATED TIMBER: 2. All concrete unless otherwise noted on plans will be regular weight hard rook
1. Moteho(y, manufacture and quality control mho|( be in conformance with type /150 1b/cu.ft.\. Aggregate ahoU conform to A.S.T.W. C-33 with proven SIZE SPACING JOIST SPAN ( REMARKS STAGGERED PLYWD. EDGE NAILING commercial standard, CS-253. "Structural Glued Laminated Timber". shrinkage characteristics of |eoo than O.O4�� as per A^S.T.k�. C-157. SPLICES
v O.C.
2. Glued |nnn|noted hoorns shall be combination 24F-V4, Douglas Fir and Larch per 3. Strengths: U|t|nnotm compressive strength at 28 days - F'o=2500 psi. 2X BLOCKING
A|TC 117-71 or combination 24F-V0 with hem fir lamination per A|TC. 4. Woxinounn slump of concrete used in floor m(ob at flat work eho(| be four(4)
3. All structural glued laminated timber shall be inspected during lamination by on inches. 121 O.C. 181-01 THIS SCHEDULE APPLIES TO ALL
TOP OF CONC.
approved inspection ogency. A certificate of inspection ohoi| be provided for the 5. Vibration: Vibration of concrete ohuU be in accordance with the general
-----
Architect Gt building department prior to erection. provisions outlined in Portland Cement Association Spec. 5T26. 161 O.016/_01 DRAWINGS FOR CLG, HEIGHT FIN,
& SPECIFIC SEE SHEAR WALL Each glued laminated beam shall be stamped with identification number and 8. Curing: Concrete shall be maintained in n moist condition for a minimum of CCHED^ FOR A.B.
oho|| be accompanied by o Certificate of Inspection. five days after its placement. Approved curing compounds may be used in � L
'
5. The glued laminated baorno oho|} be furnished by o licensed fabricator lieu of nnuimt curing. 161 D.C.
NOTE. \--NAIL @ 12~ O.C. NOTE:
specializing in this type of work. The fabricator aho|i submit complete shop 7' Strength tests of concrete aho!/ be required as per code and on outlined in WHERE pLyWD. OCCUR @ EA. SIDE STAGG. PANEL JOINT. INTERM NAILING 1' EDGE OF PLYWOOD FLOOR OPENINGS
drawings to the Architect for approval prior to fabrication. specification reports to be forward to the structural engineer. SHALL BE BOUND NAIL.
{ 2. EA, PLYWOOD SHT. SHALL SPAN
� SHEAR '^~~ SCHEDULE 8. Anchor bolts, dowels, inawr[o' etc. mhoU be securely tied in place prior to THREE BEARINGS (MIN.)
foundation ina000tinn. rinl��l[-�T�� _______ _� � _ _ _ __ ____ _ . _
MARK
CAPACIT�
PLYWOOD
4 OR 5 LAY
NAIL
SPACING
SILL NAIL
SILL BOLTS
REMARK
<6>
200
3/8"STR'L. CDX
8d
4
4
12
16 d 0 4"O.C.
5/8*0 0 32'O.C.
-
MAX. UNSUPPORTED HEIGHT*
S T U DS BEAR'G WALL NON BAR'G WALL
| 0. Location of construction and pour joints oho/| be approved by the Architect
� pouring concrete.
10. Continuous inspection required for concrete F'o greater than 2500 poi.
| 0. Location of construction and pour joints oho/| be approved by the Architect
� pouring concrete.
10. Continuous inspection required for concrete F'o greater than 2500 poi.
CONNECTION (Table 23 11-13-
NAILING
(ALL NAILS SHALL BE UTILIZE COMMON NAqlS.)
R.M. SEE PLAN HIP SEE PLAN
| SN�I0. INFO.: �
1. The foundation designed is based on the recommendations by U.B.C. TABLE
2. BRAIDING TO JOIST TOE NAIL EA. END.
2 _ 0d
18_1_A.
3. 1X0 SUB FIR OR LESS TO EA, JOIST FACE NAIL
2 _ 8d
MAX STUD MAX. STUD
.,~TH
�
2 The soil bearing value used for design of footing upon undisturbed soils and
4' WIDER THAN 1X6 SUB FLR' TO EA' JOIST FACE NAIL
5. 2' SUB FLOOR TO JOIST OR GIRDER BLIND 8u FACE NAIL.
3 - 8d
3T6224 %TTRlp
~^~ NOTCH WIDTH NOTCH
,
18 below lowest finished grade is: 1000 PSF for spread footings, 1000 PSF
2 _ 16d
�~ ^^
for continuous footings.
8 SOLE PL.TO JOIST OR BLKiNG FACE NAIL.15d
7' TOP PL. T0 STUD END NAIL.
�� /G" O.C.
4X8X8 FL TE BLK
3. Soil engineer must inspect and approve footing excavation prior to placing
8. STUD TO SOLE PL. 4-8d TOE NAIL OR 2-15d END NAIL.
2 - 16d
rebora and approval to be provided to the building inspector before City
| 8' DOUBLE STUDS FACE NAIL.
DOUBLE TOP PLS. FACE NAIL
� 16d (9 16" O.C. Y
16d 16" 0 C
�� U U--��-- A35 EA \ ]
SIDE ST 6224
/'- 60 % MAX. STUD | | /,- 40% MAX STUD10.
| }
|
���� ���� approval or rounoonnn. WIDTH --- ''-''' --'E
��) 7/�" STUCCO OVER PAPER 8ACK'D LATH WITH 18 �A STAPLES ��° O.TOP LAPS & INTERSE�TIONS FACE REAC. 5/8" MIN. EDGE 5/8^ MIN, EDGE
REINFORCING �/ ' � . � CONTINUOUS
@T'� B. PLATE EDGE /b FIELD /18 ��LL NAIL �� O" O.C.) U5C TABLE 2�-1 ����0� TWO DISTANCE TYP DISTANCE T��
' ' ` ' '/ 1' o' /U reinforced steel to conform to A'S'[K' apeo'f�uUnn A702 Grade 50 ALL STUD ALL STUD
\. Hold-down hardware secured in place prior to calling inspector.
|A35 EA
2. Hold-down connector bolts into mood framing requires uni*ao noted otherwise on plans. 15. CLG. JOISTS LAPS OVER PARTITIONS FACE NAIL. 3 - 16d SIDE Cr-H3 @ EA
�-J/4" x 2-J/�" x 5/1O" plate wooh*na for �/4"�A.B and ho|down b. Deformations eho|| be in accordance with A.S.T.k4. A305. S{UL , v
' ' ' ' 2. Unless otherwise
noted. all reinforcing steel ahoU be lopped 38 bar diameter
shall be tightened just prior to covering the wo|| framing. or 2,-U" minimum whichever governs. All splices aho|| be located as
2-2x xTooz NON BEARING STUDS E\T AND BEARING STUDS
3. Sill PL.& study @ edge of plywood for shear wu||m with lateral loads greater
detailed on plans. `��-~/ | � @|a~ O.0
than 300 pounds/foot require o 3 inch nominal or greater member. The 3. certification and testing of reinforcing steel uho|| be in accordance with the | 2X^��� p NOTG H AND BORING NOT TO OCCUR
boundary nail ahoU be staggered. tyPioo|� provision of A 5 T kJ standards.L 2-2X Bw--' C.J."� �c� r�° '' '~'"^WE STUD SECTION
4. All bolt holes shall be drilled o Max. of 1 /18" oversized. 4. All reinforcing 'a'e'|'sho|| be supported and tied in conformance with the l/Z U|h1. K8.B'«�32' O.C. SEE PLAN HIP 3" 2� ~NO ~ ~~OR[ THEN 2 X SUCCESSIVE
5' 1 /2" edge distance for P|Yw»»d boundary nailing, latest edition of' 'The nnonuo| `f Reinforcing Steel Practice for Reinforced T/VGG. TYp' JOISTS � �x JOISTS ^�� '�°' DBL. STUDS WAY HAVE 80�� BORING
U. ,^o u/"/ wvuu nu//m/g require 2-1/2 x 2-//2 x //4 p.u,v mm,*/��u /o/ Concrete Structures
\
5/8' 0 A.B 5. Provide the following rninirnuoo protective covering of concrete unless 16d NA/LL OF STUD WIDTH
otherwise noted: Deposited against earth 3^ clear @0" 0.0 SIMPSON DTC X. 0
In contact with earth (formed) 2° clear L2X JOIST TC �
STRUCTURALSTEEL X STUDC e 4'-«'o'c'
1. Shall conform to the provisions of A.S.T.W. A-572 unless otherwise noted TRUSS -JOIST NOTES: 8'C' x p.T. SILL
{ -- -.--_ 1 �n6r}nn�pd �nnd ininfp nhn|| hp �ppinn�� and Jp�ni|p� �^r the |""d �h^""" "°LL�L/-\�/ | .°--~� /~-2��SlLL�PLAT[ PLATE w/3/161 | �
vv' pmvu. �� �------- '--- r--- -- -- ---v'-- -'- ----'-~ '~ ~~ '~~~ ~^~~^ ~'
UB 16'0.C. , I I
2. All welding is to complywith A.W.S. specifications note and any apauio| loads such o� A.C.uotiono and is to be done by welders o. Dead foods for floor =18 psf units etc,
approved by the Department of Building and Safety, All we{d/ngs willbe done b. Tvoiool live load for floor =40pnf 9 __T y NOTCHING & 131 01RING
electric arc process and shallbe performed with approved electrodes as required o. Liv |oodo (cVrr>dor\ =6Op�f '
per the &.iS.C. specification. Welds are designed at full stress and must be done d. Dead loads for roof =22pef QUALITY CONTROL PROGRAM
-- '
in the shop of o licensed fabricator, except where otherwise noted on p|ona' e. Tvoi�u/ hv� (ood �or roof =10pof �
'� �
STRUCTURAL OBSERVER & SPECIAL INSPECTORS
Continuous inspection is required for field welds. 2. Joists, including oo|nu|oUons, mpwcficohnns dotoUn' and drawings provided by ~
3' All bolts used eho|| conform to A325 unless otherwise noted. the nnonukzo(uror ohoU be approved by the structural engineer prior to PROJECT SEE SCHEDULE | '
4. All structural steel ahoU be fabricated and erected by o licensed fabricator fabrication. U'N'O' ON PLANS 3-16d NAIL'
�' Shop drawings and co|««|oti�»m »n uU floor truss joists ahoU b� submitted to . FOR 2X TRIMMER 4
approved by the L.A. city or county building department and o certificate of ~''~~` ^~'-~ (2-2X TRIMMER
11 the building department for approval prior to fabrication. STRAP or report from the spoo|o| inspection must be furnished to the job AT OP[NlNG
inspector prior to framing approval. 4' Blocking, hangers, bridging, and other accessories required for truss joist STRUCTURAL OBSERVATION HEADER WIDER THAN
�|
/
5 Shop drawings for oU structural and nn�scd�oneooa oto�| ohoU be ournitted to the installation mhoU be provided by the truss joist manufacturer. 6'-�) NAILS ~
' *-��m �
5Provide one row of cross rnoto| bridging at mid span in *ooh boy, Dead | FOR 4 '�---
the Architect and approval obtained prior to fabrication. ' 'FIRM OR INDIVIDUAL TO BE RESPONSIBLE FOR THE STRUCTURAL OBSERVATION: | > . | X VUExp/
' load deflection < L/�00,
6 /U| grout under at�� bearing plates aho|| be solid drypuuk or non -shrink grout -' ' ' �
. 4X BM. lN 2X TRIM
�``
�������0���y8��r����: ' ' | | �
| placed as directed by the manufacturer. � W/16d � 12~OC � � [' `� '/ 'l ! | i | �| |
/, uoncxnuoua inspection required during installation of High -Strength bolts field -- -'-- ---` 1''- .1---- �' ..0
� 2 All units ahuU have o rn|nhnurn omn�pr��eivo strength o{ 1�O0 psi.
welding and ordinary �ono|ng. ' '0
3' Mortar used ohoU be Tvom S with o rn|ninoumn compressive strength of
t(JOHNU, �SIFM WALL�S, FILRb
El CONCRETE
0 STEEL MOMENT FRAME
0 CONCRETE
0 STEEL DECK
� |
'
| \
�
�
MAT FOUNDATION
C1 MASONRY
C1 STEEL BRACED FRAME
�. Ordinary moment framing shall be test by nondestructive methods for
psi at 28 doYa` Mix one Part Portland Cement, one bo|f lime|
Ei CAISSON, PILES, GRADE BEAMS
C9 WOOD
0 CONCRETE MOMENT FRAME
W WOOD
|
�
compliancewith approved standards and job upeciDotionu. This testing shall25O0 part
and four and one-half sand.
0 OTHERS;
!
0 STEPP'G/RETAIN'G FOUNDATION,
CI OTHERS:
0 MASONRY WALL FRAME
putty, parts
4. Grout used shall conform to A.S.T.M. designation C476-71 with a minimum L-777r I I I Date
9. Electric arc weld process by operators approved by board of AWS using E-70xx compressive strength of 2500 psi at 28 days. Use one part cement, three 0 OTHERS: 0 OTHERS:
�
electrodes in conformation to local building code. All welding shall be done by I ------- L
parts sand and two parts pea gravel to be of fluid consistency. 2X JOIST 4x BLK'G
�
�
experienced and certified welders in accordance w/ the standards and DELARATION BY OWNER(required in any case) HEADER SCHEDULE Scale
5. Provide tests as may be required by the building official. 1, the owner of the project, declare Linder penalty of perjury that the above listed fi 22-16 cl NAIL
�
�
requirements for electric arc welding of AWS Spec. The contractor shall provide 6The thickness of grout between block units and reinforcing steel shall be or individual is hired by me, and not by others, to be the Structrual Observer. FIRST FLOOR CEILING FIRST FLOOR W/CEILING Drawn
/
/
suitable means for clamping or holding members during welding in order that SPAN ONLY ROOF
,
warping or distortion of the structural members be minimized. Length of welds not less than 1/2' and not less than 3/4" between parallel reinforcing bars. Signature Date
7. If work is stopped for one hour or longer, provide horizontal construction 4/-0# 2 - 2X4 4X8
J
noted on details are net and do not include allowance for craters. All welds Job
joints by stopping the grout 1 1/2" below the top of the block. DECLARATION BY ENGINEER OR ARCHITECT OF RECORD(required if different from the lis �ed
`
~
shall have 1/4" extra length each end to allow for craters, Weld shall be A DBL. STUD OR CB 6'-0 2 - 2X0 4X12
8. Reinforcing steel to lop where spliced 40 diameters and to be continuous Structural Observer)
�
1, the Engineer or Architect of record for the project, declare under penalty of perjur WOOD POST Sheet
deposited by not more than 1/4" thick posses. Particular care shall be through columns. 2-2X TRIM
�
exercised to prevent undercutting or reducing the selection of materials at welds. 9. Continuous inspection is not required. that the above listed firm or individual is designated by me to be responsible for thE' SEE PLAN
�
Structural Observation.
|
10. a certificate of fabrication or report from the special inspector must be funished 10. Except as may be otherwise provided herein, materials used in masonry
-
�co Smul
to the job inspector prior to framing approval shall conform to the A.S.T.M, standards. Signature Date
�
/
/
Of Sheet
�
SHEAR WALL H 0' -
-
-�
'~
- ___-
STAP @4'-0" O.0 PLYWD 2X SOLID 2X RAFT, PLYWOOD SHEATHING RIDGE BOARD SEE PLAN SIMPSON ST 2115
2X ROOF RAFTER F SHEAT'G FBLOCKING SEE PLAN B, N, xd� 2-16d TOE NAIL EA, SIDE STAP @ 4'-00 O,C. SIMPSON ST 2115
SEE PLAN I'll, 111. —11— 11 A, 2X ROOF RAFTER
-K ' IDE @ EA, R,R,
2X TOP 2XR,R
X ROOF RAFTER
PLATE SEE PLAN F IDGE MEMBER 2
SEE PLAN
A CONT, � EE PLAN
SIMPSON U `Z" CLIPJ /;A,
HANGER 2X STUDS TYPICAL FULIN SAME
PLYWOOD SHEATHING PLYWOOD SHEATHING CEILING JOISTS
B. NB. N, L @,48' 0c, UA
2X ROOF JOIST IT,
SEE PLAN
2X BLKING CONT, B,NA35 12 2X STUDS PLYWOOD SHEATHING SIMPSON ST 2115 2-16d NAIL L 2X6 TIE @ 48" O,C,
2-2X TOP PLATE SEE PLAN 2X ROOF RAFTER
A35 24' OC. B. N. BLOCK'G T & G BOARD SEE PLAN TO BEARING PARTITION
A35 @ ---, - JIA03�54
E, AN AL- 2-2XTOP PLATE CONT, 2X STUDS 2-2X TOP P ATE
B,N,--M SEE PLAN FOR
2X STUDS
2X STUDS 2X STUDS @ f ;� 1216' O,C
SHEAR WALL CONN. R '1 0 OF4 T 0 WALL RAFTEI` & RIDGE 2
RAFTER & RIDGE 5 4 ROOF DETAIL
BEAM SEE PLAN -rT -T�T-
SPLICE WHERE BEAM SEE PLAN
OCCUR
S0MPSON ECO COL CAP
S|MPSON CC. 03L CAP
^~--~ YvD COL. SEE PLAN ~--�
BEAM SEE PLAN
SPLICE WHERE OCCUR —F
S|WPSQN EPO CAP
B|MPSQN PC POST CAP
--~ YVD POST SEE PLAN
70-1M. T 0' POST CONN.
BEAM SEE PLAN
nun/mn PLYWOOD SHEATH'G
00
'-2 x FLOOR JOIST PER PLAN ''''^LE'` ''' 2^~~ 4-1 R-19 BATT INSULATION2X R.R. � 16^ O.[ -----� '
FIN.GRADENAIL +" "= .E"
CC) CRAWL SPAQ /Z/),
�. N
� E
oo
PLYWOOD CHEATH'G CONT, 4' CONC. SLAB
2X RAFTER --- --- --- --- ---
16^ O.C.
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7-16d NAIL-\ A35 0 16"O.C.
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4" doom
FOOTING
40
14.
115 H " 0" L D" D f 0" W N I )" E T A I L 11-4
SEE ARCH. FOR EXAC
PROFILE OF STEPS
VTYP
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OMPACTED FILL
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|
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18^ MIN,
PL. WASHER
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2X STUD @ 16°0.C. 2X STUD @ 16"O.C.
2X LEDGER W/1/2" 2% LEDGER W/1/2"
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SET EPDXY
41
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2X JOISTS SEE PLAN
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SIMPSON HANGER WOOD BEAM -
SEE PLAN SEE PLAN
2X F.J. SEE PLAN
| SIMPISON
W/SIMPSON Co
SET EPDXY
(EXlST'G)
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WD, JOIST OR BEAM
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SIZE
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SEE PLAN
A fL
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2X STUDS 19 16"O.0
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2X6 P.T. SILL PLATE
PL. W*oncn '
3 4" )N SET't - — ----
EXISTING
FOOTING PAD FOOTING WHERE
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REVISIONS
co
CID
0
00
Cq
CQ
o CO
No.
05807.5
EXP.
06-30-06
Date
Scale
Drawn
Job
Sheet
Sm2
Of
Sheet