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LOT LINES
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Huckleberry
SITE PLAN SCALE: 1/8" = 1'-01#
NIECAH' GMADING
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CS COVER SHEET WITH SITE PLAN
T24 TITLE 24 INFORMATION
Al FLOOR, ELECTRICAL, ELEVATIONS
AND ROOF PLAN INFORMATION
SGN STRUCTURAL GENERAL NOTES
S1 FOUNDATION & ROOF FRAMING
PLAN
LOT COVERAGE
EXISTING HOME SQUARE FOOTAGE 1755 SO, FT.
ADDITION 261 SO, FT,
TOTAL 2016 SQ. FT.
MAIN HOUSE FOOT PRINT INCLUDING GAR. 1591 SO. FT,
ADDITION 261
TOTAL FOOT PRINT 1852 SO. FT,
LOT SIZE
TOTAL HOUSE FOOT PRINT
TOTAL LOT FREE AREA
FREE AREA OF EXISTING REAR YARD
ROOM ADDITION
FREE AREA OF NEW REAR YARD
STRUCTURAL
ESI/FME, INC
E 16TH STREET
SANTA ANA, CA 92701
TITLE 24
AFRO ENERGY
15434 SHELTON DRIVE
LAKE MATHEWS, CA 9257 "Ay
CODES FCA
5984 SQ. FT.
1852 SO, FT.
4132 SQ. FT,
2176 SQ. FT.
261 SQ, FT.
1915 SQ. FT,
OCCUPANCY: R3/U1
TYPE: VN
2001 CBC, 2001 CPC, 2001 CMC, AND
2001 CEC CODE EDITIONS UNDER WHICH THIS PROJECT
IS TO BE APPROVED
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20371 Irvine Ave., Suite 120
Santa Ana Heights, CA
92707-5651
714/434-2506
FAX 434-4885
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"'SUMMARY SHEET **
Pro'ect: gliff Rol.
2205 Hucklebeny Road
Santa Ana, Ca.
lfoom Addition/remodel
'Ittfall Insulation: R-13 in All New Construction
Meiling Insulation: R-30 in All Neer Construction
Raised Floor Insulation: N/A
Slab Edge Insulation: lone
Glazing Type: All New glass is DUAL PANE. (See Notes)
Shading Devices: No shading devices required.
Hard Surfacer. Flooring: None Required
Minimum Furnace AFUE: 7.0 HSPF For New Unit
Minimum •Heating Capacity: 4,073 Btu/Hr
Minimum A/C SEER: 10,0 SEER For New Unit
A/C Tonnage: (Min.Sens,= 4,162 Stu/Fir)
[duct Insulation: No Ducts
Notes): 1) All new windows can have metal frames with default clear glass values,(Upgrade to
Vinyl windows is OX)
2) A new HVAC system will he installed for the addition only,
3) Use the existing water heater per the, owner's request.
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1
CF-1R
18
...-"CLIFF 'RAY ADDITION Date..07 05
Project Title.,..... / /
09: 4
�. . .23
Project Address.....,.. 2205.HUCKLEBERRY ROAD ****** -- ---------------.._
SANTA ANA, CA. 92106 *v6.01*
Documentation' Author... Term
u Ong Permit
Aero.Energy
15434' Shelton Dr.
P an Ch6ck
/ Date
Lake Mathews,.CA 92570
951-776-4140
Field C ec
Date
Climate Zane......,.... 08,----------------------
Compliance Method..k... MICRQPAS6 v6.01 for 20.01,S't.andards by Enercomp,
Inc.
_-
MICROPAS6-V6;01 File'CLIFFRAI'. Wth-CTZ08S92 Program-FORM...0 -1R
- Y ADDITION E er Run CLIFF RA ADDI I N
7 1 User" -A ro n
User �-:MP1 5 e
#� 9Y
GENERAL INFORMATION
---------------------
Conditioned Floor Area...".. 261 sf
Building Type: ............. Single Family Detached
Construction Type .: .. .Addition Alone
Building Front Orientation. Front Facing 180 deg (S)
Number of Dwe I l i ng Un . t s ..: 1
Number
Floor Construction Type.... Slab On Grade
Glazing Percentage ........ 10 %cif floor area
Average Glazi g U_iactor,.. 0.87 Btu/hr-sf-F
Average . G1azI`ng "SIG.0 ..... 0.7
age Aver Ceilin "Het ht..... 8 ft
g 5
BUILDING SHELL INSULATION
-------------------------
Component Frame Cavity Sheathing, Total Assembly
Type Type R--value F-value R-value U- factor Location/Come ett s
- - -- --- _____ _----- - - ---- - - -_ -- - -_
------ - - - - -- - -
Wall n/a_f -R-1:3 R-n/a R-13 0.088 Left 2x4 Wall
Back 2x4 Wall
Right 2x4 Wall
Roof n/a R-30 .-n/a R"30 0.031 vented Attic
SlabEdge Norte R-0 R-0 F2=0.760 To Outside
FENESTRATION
------------
Over -
Area U- Interior Exterior
han+'/"
Orientation (sf) Factor SHdC Shading Shading
Fine
-- Window Left (W) 6.0 0.870 0.700 Standard. Standard
Yes
Window Back (N) 20.0 0.870 0.700 Standard Standard.
Yes
EQUIPMENT SCHEDULE
PROJECT RAY
ADDITION
2205 HUCKLEBERRY y1R w+ 1�
SANTA ANA, CA.
ADDITION ONLY
SEATING: SAMSUNG #AQ09A6MA
10, 000 BTU/HR, 7.0 HSPF
COOLING: SAMSUNG #At 09A MA
91,000 BTU/SIR, 10.0 SEER
NOTE: ALL EQUIPMENT IS OR EQUAL
MOTE: EQUIPMENT IS FOR BIDDING PURPOSES. FINAL EQUIPMENT
BLECTI6N AND SIZING IS ,THE RESPONSIBILITY OF
THE INSTALLING H,V.A.C. CONTRACTOR.
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF�-1R
Project �Title ...... ... �CLIFF 'RAY �ADDITION Date..07/18/05Y09:14:23
P -v 01 File-CL FFRAY MW _-CT 0 9
_ MICR4 AS6 6 0 I th TZ 8S 2 ProgramMFORM ,CF-1R�-.._
User-MP1751 User-Aero Energy Run -CLIFF RAY ADDITION
HVAC SYSTEMS
Refrigerant Tested ACCA
Equipment Minimum, Charge and Duct: DuctDuct Manual Thermostat
Type Efficiency Aixf16w Location R-Value Leakage I Type.
HeAtPutp -------------
------- ------ _RWa n/a __n/a_-
7.00 HSPFn/a Xdne-NoSetback
ACSp lit 10.:00 SEER NoNone R-h/a n/a n/a NoSetbaek
REMARKS
1) Use. ,the ex.isting water heater per the owners request.
COMPLIANCE STATEMENT
----------------
This certificate of compliance lists the build.ing "features and performance
specifications needed to comply with Title-24, Part:s 1 and 6 of the
California Code of Regulations, and the . administrative regulations to
implement them. This certificate has been si'ned by I the individual with
ove,tAll design responsibility. When this cent if icate of compliance is
submitted for a single building plan to be built in multiple orientations,
any shading feature that is vaned is indicated in the Special Features I
Modeling Assumptions section. I
DESIGNER or OWNER DOCUMENTATION AUTHOR
Name....`CLIFF RAY Name ... Terry Statum
Company . OWNER Company : Aero Energy
Address. 22:05 HUCKLEBERRY- ROAD Address,'15434 Shelton Dr.
SANTA. AN'A, CA. 92706 Lake Mathews, CA 92570
Ph"one,.. 714-53:5 '7561 Phone.., 951-776-4140
License.
Signed. Sicrned-
tv" ate ,
ENFORCEMENT AGENCY
N l 1 I
M"DATQR_Y, WASUR: S CHFCWSTi R SIDENTLAL (Page2of2), MF- R
Note: Lowdse 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 mandatary m casures whether they are sho" Asewhere in the documents
oron this ebeeklist only.
Instructions: "Check or initial applicable boxes when completed or enter NtA if not applicable.
DESCRIPTION',
PESIGNEft
ENFORCEMENT
Space Condititining, Water!!eadng and Plumbi!g Systow.Measures: (continded)
' §I$0(m):.Ducts•.andfans
).All ducts and plenums itestaiied,,seated and insulated tomcat the req uirement ofthe IM CMC Sections 601,,
603, 604, and Standard 61-3; ducts i osuiated to a minimum installed level of R-4l ar enclosed entirely in
conditioned space. Operilng shai3"be." Baled with tnastir tap ,aerosol eaian orotltet du ct-closure'system
dw meeW dui appi'seable requirements of UL 181, UL 181A, or UL I ft. Ifmastic or tape is used ttiseat
openings greater'llian Jch,f4 inthe combintiiioft ofmostic and either rneskor tape shall be uscd, Building
cavities shall not be used tot convoying conditioned air. Joints and seams of duct systems and then
components shall ntit be'scated with, cloth back rubber adhesive duct tapes unless• such tape isused in
combination with elastic and drawbands.
2. Building cavities, support platforrus for air handlers, and plenums defiired or constructed with materials
other than sealed sheet'vietal, duct board or flexible duct shall not be used for conveying conditioned
"
air. Building,.6villes and support'platfirms may contain ducts. Ducts Installed in cavities and support
platforms shall notee compressed to cause reductions in the crass -sectional area ofthe ducts.
3: Joints and seams of duet systems and their components shall not be sealed with cloth back rubber
adhesive duct tapes itnlesss such tape is used in combination with mastic and drawbands.
4. Exhaust fan systems have back draft or automatic dampers.
3. Crravity•ventilating'sysfous serving conditioned space have either automatic or readily accessible,
manually operaied"dampers.
6. Protection of Insulation. Insulation shall'be protected from damage, including that due, to sunlight,
m6isture,,equipment mairactorxie,'and wind but not limited to the following: Insulation exposed to
weathersbatl be suitable for outdoor service e.g., protected by aluminum: sheet metal, painted canvas,
or plastic cover. Cellular foam insulation: shall be protected as -above or patntedvritha coating that is
water retardant and provides shieldin from at radiation that can cause degadation of the material.
§i 14: pool and Spa Heating Systems and Equipment,
I. System is certified with 7fto thermal efficiency, on -off switch, weatberprotifOperating instructions, no
.
electric resistance beating and no•pilotlight. "
2. System is installed with:
a. At least 36' of pipebetween.filter and heater for future solar heating.
b. Cover for outdoor pcpis or outdoor spas.
3, Pool system has directional inlets and a circulation pump time switch.
PIS: Cos fired central furnaces, pool heaters, Spas heaters or household cooking appliances have no.
,continuously burnin pjlot.light. xce t9ont Nan -electrical cooking NlliaRces with lint < 150 $ttirthr
§118(f): Coot Roofmateialmeet speciiiwkriteria
( "
Lighting Measures
§I50(k)1,: luminaires for general lighting in kitchens shall have lamps with an of lcacy•of40 lurnenslwatt
orgreater forgeneral lighting in kitchens. This,general lighting shall be controlled by,a switch on:a readily
accessible li htin control panel at an entrance to the kitchen,
§150(k)2.: Rooms with a shower or bathtub must have either at least one luminaire with tamps with an
efficacy of 40 lumensfwatt or greater switched at'the entrance to the room or one of the alternatives to this.
requirement allowed in,§I50(k)2.: and incandescent recessed ceiling fixtures are IC (insulation cover)
! roved.
Compliance Forms August 2001 A-6
MA"ATORY MEAS WS. 'CH•ECKLIST: R SIDENTIAL {,age i of 2) MF-lR
Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used.
items marked v.?i#h an asterisk ()may be superseded by more stringent compliance requirements listed on the Certifioati of
" 's incorporated to ,t doc e attire o Corn Ilene " Vb'hert this checklist s us the permit documents, the features noted shall be canal eyed b artier as
P �.p d yip
minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the•documcnts
or on this checklist only.
Instructions* Check or initial applicable boxes when completed or enter NIA if not applicable.
ESCRiF'I'ION
DESIGNER
ENFORCEMEN
Iluilding envelope,measur":
V"
§ 150(a}. Mittintittttt R-i9 C•eiIsrtgitrsulanott. ��'�"ir ��� ► i�� ��., t �:
§150(b).' •Loow fill insulation manufacturces labeled R Valise.
Miuimara R-13 wall insulation to wood framed w411s os ivatentll-Factor in foetal iisme'wall$,
drsnotapply to.exterior ,mass�wnils, .." ..', {�►..
§ 15i1(d}: Miriitstum R-1.3 risrs4 fiobr ittsnlatitats in fraud fisto:.
5 i Stab edge insulation wat ab tion "rate no neater than 0.$°Yu watetva tra smissmon , rate no
§ # D() , g er. sorp S pot n
eater thin 2.0 ermtincit
§ t? 4. tY tYPe .Vol
1 IS: "Insulation ecifred or.insulled meets insulation uali standards. Indicate and_forisr. "
§116-17: Fenestration Products, Exterior Doors, and Irrfiltralionfhxfrltration Controls
1. D60ts and windows between conditioned acid unconditioned spaces designed to limit air leakage.
2. Fenestration products (except field -fabricated) have label, witb eertified I:1-Factor, cerdfed Solar Heat
Clain Coefficient (SHGC), and infiltration certification.
3. Exterior doors and windows weatherstripped: all joints and peurstrations.catilkrid and'ssaled.
§ I *g), 'Vapor barriers mandatory itf Climate Zones 14. and 16 only:.
t 1 iv' e i standards.'
'§ 150(#): Special infiltration barrier installed to campy, tth § _152 me is Consntission qual ty
MOT 9
I50 : to 1 tFireplaces,De ratio bras A Appliances d G Lo .
§ (e) Ins 1 a ton "of , Decorative pp an as gs
I. Masonry and factory -built fireplaces have:
a. Closeable metal or glass door .
b. Outside air intake with"domper and control
c. Flue damper and,control
2. No continuous burnitig.gas pilot lights allowed.
Space Conditiotri% Wlfi 'Heoting and Plus biug System Measures:
H'VAC egif pineot, water heaters, slipwerheads and faucets certified by the Commission.
§ 150(h): Heating aridtor cooling loads calculated in accordance with ASHRAF SIir,IACNA'or ACCA.
.
§150(i): Setback thermostatou all applicable heating andlor cooliingsystems.
. f
§ 15(gj. Pipe and tank insulation",
1. Storage gas water heaters rated with an Energy Factor Icss than 0.58 must be ekteroally wrapped with
insulation having an installed thermst resistance of R-12 of "greater.
2. First 5 feet of pipes closest -i'o outer heater tank, non -recirculating systeris, 'insulated (R-4 or.greater)
1 Back -tilt tanks for solar system, unfired stnragetanks, or other indirect hot seater tanks have R•12
external insulation.orR46 combined iinternalfexternal insulation.
4, All buried or exposed piping'insulated in recirculating sections of hot water -system.
5, Cooling system piping below 55° F insulated. (TASL T) ; St:Gyt'1f«•i1'iti
ICE Hlt4. R_-3 04S
& Piping insulated, between beating s6urce and indirect hofwater took,
fiB(
ARCHITECTS
A Berkus Design Studio
20371 Irvine Ave,, Suite 120
Santa Ana Heights, CA
92707-5651
714/434-2506
FAX 434-4885
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15W OVER 101.1 1N5 PAPER
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FINISH GRADE
SLAB FOUNDATION
5V;MW AT V-AZ SCALE, SA4" a 11-0"
II Roar rmo& Br STOW DOLLAR -HAND MS
�l " TO TILE SHAPL i f.RiNR'
GAP DMY* JrN $MOM VENT MSV MIN q" SKIRT
(WE STRUCTURAL NOTI-W T YEW DOLLAR
5 NOTCH TILL TO A 4 PT M ASHIN6� M ASHINS
6.1. Gott, SOLDER
4 SEAL Pft TO BOTH PLAS I%* lRl TO BASL M AmNGn
KTH ROOMM MASTIC, TYP. CAULK COW AROUND TOP
Le Tm Mw
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1. PAN
'3SCREND26 A° 6. -Ad"i s
IROOF SHLATHINS
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A.ST.M PELT MIN)
IN
X 12" LUAN BOARD
FOAM BA00NS MR LATH
NAII.00 PCR Lm SECTION 2w6
PROVIOE NAILINS, bAr tM
AND POP CidPS PM I, "
DWALLATION MtlSGOMt+I WA7Vft
#
TO MATCH
EXISTING
EAVE LINES
PLAN NOTES
❑INDICATES FLOOR PLAN NOTES — SEE NUMBERS
BELOW.
ALL MANUFACTURED EQUIPMENT SHALL BE INSTALLED
AS PER MANUFACTURER'S SPECIFICATION AND DIMENSIONS
VERIFIED WITH INSTALLATION REQUIREMENTS.
1. PROVIDE ALL NECESSARY BLOCKING FOR TOILET PAPER
HOLDER AND TOWEL BARS.
2. FIBERGLASS SHOWER W/ SAFETY GLASS ENCLOSURE
SHOWER HEAD AT +84"
3. 22" X 30" AT11C ACCESS
4. HEATING/ COOLING
SAMSUNG #AQO9A6MA
PER TITLE 24 SHEET
S.H.
SINGLE HUNG
SL.
SLIDER OR SLIDING
S & P
SHELF & POLE
CL'G
CEILING
SCALE:FLOOR PLAN W1 ELECTRICAL E ROOF LINES [ •
2X BARGE BD. TO
MATCH EXISTING
TOP PLATE
EXISTING,
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3
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Sn M ic ao
1
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I ( Al SCREED *`" i 1
{ TOP OF SLf
'2EA" ELEVATION --_________________ ,>v� _____-_ -GALE- 1 — - ,'_O"
�,. 12 _12 __—____
r 3 1` S \\PLUMBING VMT
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TOP OF SLR
TOP PLATE
2) 14X14 VENTS , T^^
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A Berkus Design Studio
20371 Irvine Ave., Suite 120
Santa Ana Heights, CA
92707-5651
714/434-2506
FAX 434-4885
ELECTRCAL SYM90LS
U!J 110V WALL OUTLET
�h 110V WALL OUTLET UNDER CABINET
{� 1/2 NOT 1IOV OUTLET
I/2 HOT I IOV OUTLET UNDER CABINET
WP WATER P` R+OOF OUTLET
G.F.I. GROUND FAULT CIRCUIT INTERUPTER
�s SWITCH
CEILING MOUNTED LIGHT
} WALL -MOUNTED BRACKET LIGHT
SURFACE MOUNTED FLUORESCENT LIGHT
FIXTURE, CONNECT TO FIRST SWITCH AT
ENTRY TO ROOM (40 LUMENS PER WATT
EFFICACY MIN)
TY COAXIAL CABLE T.Y. JACK
V PH TELEPHONE JACK
* 5D SMOKE DETECTOR
IN AIR CONDITIONER FUSE - PROVIDE AN OUTLET
WITHIN 25'-0" OF A.C. UNIT.
W
ATTIC VENTILATION
261 SDI. FT. / 150 - L74 X (144) - 250 SO. 1<V.
PROVIDE W 14XI4 GABLE END VENTS W
SQUARE FOOTAGE �
ADDITIONt +261 SO. F`T.
PROPOSED EXISTING
1
1
I
I
(
1
#
0
CONCRETE TILE ROOF TO
MATCH EXISTING
---------- ------------------ I_.. --
m
EXISTING
`---------------.... �..---_....------------
DEFT ELEVATION SCALE. 1/4" = V-0"
0V 5
1CflQ_j#XA1 MWILS-11
t THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL
VERIFY ALL DUWEN8|0N8 AND SITE CONDITIONS BEFORE STARTING
WORK. THE
' ARCHITECT OR EVJPW W. SHALL BE NOTIFIED
OF ANY DISCREPANCY.
2. DIMENSIONING SHALL TAKE PRECEDENCE OVER SCALES
8H0VYN ON DRAWINGS. TYPICAL DETAILS AND GENERAL
^ NOTES ARE MINIMUM 'REQUIREMENTS TO BE USED WHEN
CONDITIONS ARE NOT 8H0VVN OTHERWISE.
O\ NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE
. OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO
DETAILS ARE SHOWN CONSTRUCTION SHALL O0NF00W TO
SIMILAR WORK ON PROJECT.
4. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS
OF THE 2081 EDITION OF THE 0AUFOBNAI BUILDING OODE,
AND ANY OTHER REGULATING AQEW0UE8 VVFUOH HAVE AUTHO-
RITY OVER ANY PORTION OF THE VV0RK' INCLUDING THE
STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, AND
THOSE CODES AND STANDARDS LISTED IN THESE NOTES
AND 8PEO|F0AT|ON8,
5. APPROVAL BY THE INSPECTOR DOES NOT MEAN APPROVAL
OR ALOVVABLE FAILURE TO COMPLY WITH THE PLANS AND
3PE0F\8AT|ONS, ANY DESIGN WHICH FAILS TO BE CLEAR OR
IS AMBIGUOUS MUST BE REFERRED TO THE DESIGNER OR
ENGINEER FOR INTERPRETATION OR CLARIFICATION.
8. SEE ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS
FOR PITS, TRENOHE8, ROOF OPENINGS, DEPRESSIONS ETC.
NOT SHOWN ON STRUCTURAL DRAWINGS,
l VIBRATION EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT
BEEN CONSIDERED BY ESVFWNC.
O. THE DESIGN ADEQUACY AND SAFETY OF ERECTION BRAO|NQ,
SHORING, TEMPORARY SUPPORTS, ETC. IS SOLE RESPONSIBILITY
OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY
E$NIO8IFtNO. THE CONTRACTOR IS RESPONSIBLE FOR THE
STABILITY OF THE STRUCTURE PRIOR TO THE APPLICATION
OF ALL SHEAR YVALL8, ROOF AND FLOOR DIAPHRAGMS
AND FINISH WATER|AL8, HE SHALL PROVIDE THE NECESSARY
BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION
OF THE AFOREMENTIONED MATERIALS. OBSERVATION Y!BIT3
TO THE SITE BY ES8FWINC. SHALL NOT INCLUDE INSPECTION
OF THE ABOVE ITEMS,
gL CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND
EARTHWORK OPERATIONS FOR FK1B} EXCAVATIONS OR BURIED
STRUCTURES SUCH AS DE88POOL8, 80TERNS, FOUNDATIONS,
ETC. IF ANY SUCH STRUCTURES ARE FOUND, ESAF&*�INC.
AND THE SOIL ENGINEER SHALL BE NOTIFIED IMMEDIATELY,
10. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON
FRAMED FLOORS OR RO0F, LOAD SHALL NOT EXCEED THE DESIGN
LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING
AND/DR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN
STRENGTH.
11, CONSTRUCTION DOCUMENTS IDENTIFIED AS 'BID SET' ON ANY OR
ALL SHEETS WAY BE SUBJECT TO REV|EVY, THIS REVIEW MAY RESULT
IN CHANGES VYH|OH WAY BE MADE TO THE PLANS PRIOR TO THE
ISSUANCE OF THE FINAL CONSTRUCTION SET WHICH WILL CONTAIN
NO ^B0 SET' DESIGNATIONS. CONSTRUCTION DOCUMENTS IDENTIFIED AS
^B0 SET' ARE NOT CONSTRUED AS BEING THE COMPLETED OR FINAL
DRAWINGS AND THEY SHOULD NOT IN ANY WAY BE USED AS SUCH,
12, ALL GUARD RAILS AND HANDRAILS SHALL BE DESIGNED TO WITHSTAND
A LATERAL LOAD OF 20 POUNDS PER LINEAL FOOT APPLIED HORIZON-
TALLY AT RIGHT ANGLES TO TOP RAIL, (50 PLF FOR COMMERCIAL)
13. THESE PLANS ARE INTENDED SOLELY FOR THE USE OF THE OWNER
FOR CONSTRUCTION AND ARE EXPRESSLY NOT INTENDED FOR USE
IN MARKETING. EXTERIOR ELEVATIONS AND OTHER DETAILS
ON THESE PLANS ARE ONLY A REPRESENTATION AND MAY VARY
SIGNIFICANTLY FROM THE ACTUAL C0N3TRUOT0N,
14, SLAB ON GRADE REQUIREMENTS TO BE PER THE SOIL ENGINEERS
REDUWENDAT0NS 8OLELY, THE SLAB ON GRADE IS A
NON-STRUCTURAL ITEM AND THEREFORE HAS NOT BEEN DESIGNED
BY THE STRUCTURAL DESIGN ENGINEER,
15. IN THE EVENT OF CONFLICT BETWEEN THE ARCHITECTURAL GENERAL
NOTES AND THE STRUCTURAL GENERAL NOTES (BHT 8D1),
THE MORE STRINGENT REQUIREMENT SHALL GOVERN.
t ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION OF
THE CALIFORNIA BUILDING CODE.
2. CONCRETE SHALL BE DESIGNED AND TESTED AS OUTLINED IN
THE 8PEO8,
O. ALL CEMENT SHALL CONFORM TO A8TW C-150.
TABLE-19-A-4 REQUIREMENTS FOR CONCRETE
EXPOSED TO SULFATE -CONTAINING SOLUTION
NORMAL WEIGHT
1
LIGHTWEIGHT
WATER-SOLUBLE
AGGREGATE
AGGREGATE CONC.
SULFATE
SULFATE (SO4)IN
CEMENT
Maximum
Water-comenfitious
f'c Normal Weight
EXPOSURE
SOIL, PERCENTAGE
TYPE
Materials Ratio, by
and Lightwelgh
I
BY WEIGHT
Weight -Normal Weight
Aggregate Concrete
Aggregate
Concrete. psi
REINFORCING STEEL
t ALL REINFORCING SHALL BE A8TM A-615 GRADE 40 FOR #4 BARS AND
SMALLER. ALL REINFORCING SHALL BE A8TM A-815 GRADE 60 FOR #5
BARS AND LAR8ER, WELDED WIRE FABRIC TO BE A8TM A-185,
LAP 1-1/2 SPACES, A" MIN. FOR STRUCTURAL SLABS ALL
REINFORCING #5 AND LARGER TO BE ASTW A-015 GRADE 00
1 ALL BARS SHALL BE DEFORMED AS PER ASTW Ar805,
3, ALL BARS SHALL BE CLEAN OF LOOSE FLAKY RU8T, GREASE OR
OR OTHER MATERIALS LIKELY TO IMPAIR BOND,
4, ALL BENDS SHALL BE WADE COLD.
5, 8PL|8|N$ OF BARS SHALL HAVE LAPPING OF 30 DiA, OR 2'-0'
kWKL IN ALL CONTINUOUS REINFORCEMENT OF FOOTINGS AND
CONCRETE YYALLS, EXCEPT AS NOTED ON PLAN8, MASONRY
REINFORCEMENT SHALL HAVE LAPPU4QG OF 40 D|A, OR 2'-0"
WHICHEVER IS GREATER.
8. ALL REINFORCING BARS SHALL BE ACCURATELY AND SECURELY
PLACED BEFORE POURING CONCRETE.
7, CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AT LEAST
EQUAL TO THE DIAMETER OF THE BAR8, COVER SHALL BE AS FDLLUVV'
` �
A. PQURED A8AU�\TEARTH 0"
�
B. P0V�[N� - D AGAINST FORM BELOW GRADE 2"
#8 AND LARGER 21,
t4 #5 AND SMALLER 1 1/2"
O. FORMED SLABS f 1"
D. SLABS ON GRADE (FROM TOP OF SLAB) 1"
�
E. O0L0WN8 AND BEAMS TO MAIN BARS 2"
F. WALLS - EXPOSED TO WEATHER 2"
NOT EXPOSED TO WEATHER, #11 AND SMALLER 1^
#14 AND #18 1 1/2^
e -x lower water ovmenouowo materials ,muv of higher strength maybe
required for low permeability or for pr*»o^Vvn anwmm oonvmvn of
omuvuuwu ummo or freezing and mawmn(Twuw 19-A-2}
m -Seawater.
o -pvozomo that has been u*tv,mm*w by tent vv,v/*v ,vv*,u to Improve
xwnut* resistance when used In concrete ountw|mnn type 6 cement
4. FINE AND COARSE AGGREGATE SHALL CONFORM TO A8TM Q-33
FOR STANDARD YVBQHT CONCRETE AND A8TM O-330 FOR LIGHT
WEIGHT CONCRETE.
5, ALL AGGREGATE SHALL BE COMPARABLE TO ^OAN 8ABR|EL
VALLEY" A88REGATE, THE SHRINKAGE SHALL BE AS PER A8TW
O-157 WITH THE AVERAGE DRYING SHRINKAGE AT 28-DAY0
NOT EXCEEDING 0.04%.
8. DRYPA8K SHALL BE COMPOSED OF ONE PART PORTLAND
CEMENT TO NOT MORE THAN THREE PARTS SAND.
7� ANCHOR BOLT8, HOLDOWN BOLTS, DUYYEL3, INSERTS, ET0,
SHALL BE SECURELY TIED IN PLACE PRIOR TO POURING CONCRETE
8, CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY WET
FOR 10-DAYS DR BY AN APPROVED CURING O0MPOUND,
U. REFER TO ARCHITECTURAL, MEDHAN(CAL, ELECTRICAL AND
PLUMBING DRAWINGS FOR MISCELLANEOUS ITEMS TO BE CAST
INTO CONCRETE AND FLOOR UEPBE88|OW8, P|T8, ETD,
10. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF EXPANSION
J0NT8, 8OOFUN8, ETC. FOR CONCRETE WALKS AND SLABD,
11 ALL STRUCTURAL CONCRETE Ft = 3,000 P8|
ALL SLAB -ON -GRADE Po = 2,500 PSI
P^ = 2500 PSIALL CONTINUOUS FOOTINGS AND PADS
'
ALL CONCRETE SHALL REACH MINIMUM COMPRESSIVE STRENGTH
28 - DAYS,
12. ALL CONCRETE WITH Pn GREATER THAN 2,600 PSI SHALL
HAVE SPECIAL INSPECTION PER SECTION 1701 OF THE CALIFORNIA
BUILDING CODE UNLESS NOTED 0THERVY!8E,
18. CONCRETE FOR SLAB OWGRADE SHALL HAVE AMAXIMUM 0F4^
OF SLUMP PER A8TM C-143. 5 SACKS OF CEMENT PER CUBIC
YARD OF CONCRETE. CEMENT A8TM O-150 TYPE 1 OR 2
STRUCT,STEEL
t THE DEPICTIONS OF ALL MISCELLANEOUS FABRICATED METAL PH0DUO78
SHOWN HEREON ARE NOT INTENDED TO BE USED AS FABRICATION
SHOP DRAWINGS, THE METAL FABRICATOR SHALL BE RESPONSIBLE
FOR ALL METAL FABRICATION DESIGNS IN ACCORDANCE WITH ALL
NATIONAL, STATE AND LOCAL CODES AND POLICIES AS WELL AS THE
AMER0AN INSTITUTE OF STEEL CONSTRUCTION AND ANY OTHER
INDUSTRY STANDARDS, ALL METAL FABRICATION DESIGNS ARE TO BE
SUBMITTED TO AND APPROVED BY THE LOCAL BUILDING INSPECTION
DEPARTMENT RESPONSIBLE FOR THE PROJECT PRIOR TO FABRICATION.
ALL DIMENSIONS, DETAILS, ETC., SHOWN HEREON ARE INTENDED TO BE
SCHEMATIC AND THE DESIGN IS TO BE VERIFIED WITH ALL AFFECTED
SUBCONTRACTORS, FIELD CONDITIONS, AND THE REQUIREMENTS OF ALL
GOVERNING AGENCIES AND FABRICATION STANDARDS.
FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE
IN ACCORDANCE WITH "3PE8|F/DAT|8N FOR THE DE8>QN,
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR
BU|LD|N8O.',NSO, CURRENT EDITION. STEEL TO CONFORM TO
A8TW A-892.
2, ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS,
USING THE ELECTRIC SHIELDING PROCESS AND CONFORMING TO
AYVS SPECIFICATIONS, E70XX ELECTRODE.
8. ALL STRUCTURAL STEEL SHALL BE FABRICATED IN THE SHOP
OF A LICENSED FABRICATOR AND SHOP DRAWINGS SHALL BE
SUBMITTED TO ES0F:ME�M. THROUGH THE ARCHITECT FOR
APPROVAL PRIOR TO FABR0AT|UN, STEEL FABRICATOR SHALL
SUBMIT SHOP DRAWINGS TO THE GENERAL CONTRACTOR AND
OWNER FOR REVIEW PRIOR TO FABRICATION. ANY PROPOSED
DEVIATION, ADDITION OR QUESTIONS SHALL BE NOTED
CONSPICUOUSLY AND CLEARLY ON THE SHOP DRAYV!N8S,
STEEL FABRICATOR SHALL FIELD CHECK ALL DIMENSIONS PRIOR
TO ERECTION TO PROVIDE FOR A PROPER F|T,
ALL FIELD WELDING EXCEPT MINOR AND TACK WELDING SHALL BE
CONTINUOUSLY INSPECTED BY AN APPROVED WELDING INSPECTOR.
4, USE O/^' ROUND MACHINE BOLTS, 13/16` ROUND H0LE8, FOR
ALL CONNECTIONS, UNLESS OTHERWISE SHOWN. ALL BOLTS
SHALL CONFORM TO A8TM A-307 FOR UNFINISHED BOLTS,
EXCEPT WHERE SPECIFICALLY NOTED AS HIGH STRENGTH
BOLTS VVHiOH SHALL CONFORM TO A8TW A-825 OR ASTM
A-490. H| TENSILE BOLTS SHALL BE THE FRICTION TYPE AND
THERE SHALL BE NO PAINT, 0|L, LACQUER, OR GALVANIZING
BETWEEN THE CONTACT SURFACE. HIGH STRENGTH BOLTS
REQUIRE SPECIAL INSPECTION PER 8EC, 17015.6
5. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT -DIPPED GALVANIZED
AFTER FABR|OAT|0N,
0. PIPE COLUMNS SHALL CONFORM TO A8TM A-58-B (TYPE E OR S)
7. TUBE COLUMNS SHALL CONFORM TO ASTW A-501 OR A-500
GRADE B.
8. WHERE FINISH IS ATTACHED TO STRUCTURAL STEEL PROVIDE
1/2^ BOLT HOLES AT 4'-0' U/D FOR ATTACHMENT OF NA|L`HB.
SEE ARCHITECTURAL DRAWINGS FOR FINISHES. (0R NELSON
STUDS 1/2^ X 8° OPL }.
8. NONDESTRUCTIVE TESTING PER 2001 O8O SECTION 1708 ON STEEL
MOMENT CONNECTION BETWEEN STEEL BEAN AND STEEL O0LUMN,
ALL FULL PENETRATION GROOVE WELDS CONTAINED IN JOINTS AND
SPLICES SHALL BE TESTED 100 PERCENT EITHER BY ULTRASONIC
TESTING OR BY RADIOGRAPHY,
LUMBER/CARPENTRY
t ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE
WITH THE STANDARD GRADING RULES NO.1$ FOR WEST COAST
LUMBER AND OBO STANDARD NO. 28-t
Q. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED DOUQLA8 FIR 00 REDVYO0D,
3, HOLES FOR BOLTS SHALL RE BORED WITH A BIT 1/82^ TO
1/16^ LARGER THAN THE NOMINAL BOLT 0AWETER,
4. ALL BOLTS SHALL BE RE -TIGHTENED PRIOR TO APPLICATION
OF PLYVV0OD, PLASTER, ETD.
5, STRUCTURAL MEMBERS SHALL NOT BE OUT FOR PIPES, ETC.
UNLESS SPECIFICALLY NOTED OR DETA)LED,
6. 2X 8UL0 DLDOK|N8 SHALL BE PLACED BETWEEN JOISTS OR
RAFTERS AT ALL SUPPORTS, EXCEPT WHEN LED8ERED.
7, OR088-RFUDG!N8 SHALL RE PROVIDED AT O'-O^ O.8, MAX.
FOR ALL FLOOR J0|8T8 OVER 10^ IN DEPTH AND ALL ROOF
J0|8T3 OVER 10~ DEPTH. USE SOLID BLOCKING OR AN
APPROVED TYPE METAL 8R08|N8.
8. ALL STRUCTURAL PLYWOOD SHALL BE STRUCTURAL U OR O-D
GRADE WITH EXTERIORGLUEUNLESS NOTED OTHERWISE AND
CONFORM TO PS-1-05. EACH SHEET SHALL BE |NDENT{FlED
BY A REGISTERED STAMP D.F.P.A OR A.P.A.
0. ALL BOLTS BEARING ON WOOD SHALL HAVE STANDARD OUT
WASHERS UNDER HEAD AND NUT UNLESS NOTED OTHERWISE,
10. ALL METAL ANCHORS, FASTENERS AND CONNECTORS ETD,
SHALL BE FROM Q|MP80N STRONG -TIE (TM). SUBSTITUTIONS
MUST BE PRE -APPROVED IN VVR|T|N8 BY ES}/FME.
11. ALL STRUCTURAL LUMBER SHALL BE DOUGLA8 FIR -LARCH,
19% MAX. MOISTURE CONTENT, OF THE FOLLOWING GRADES
UNLESS NOTED OTHERWISE ,
2X4 STUDS (UP TO 101.... 'STUD GRADE' OR BETTER
2X4 STUDS (OVER 101...... 'CONSTRUCTION GRADE'
2X PLATES & OX PLATES....., 'STANDARD GRADE' OR BETTER
2X0 8TUD8.......-............. NU.2
2X JOIST NO.D
BEAMS AND SIRINGERS
4X1O AND SMALLER ............ NO.2
4X12 AND LARGER .......... ......... . N0.1
5X AND 8X.... .... ...... .^........ NO1
POST AND ~ NO.1
ROOF PLANKING AND DEOK|NG.,DOW.DEX.
BOARD SHTG. AND STRIPPING,,SUIT ABLE FOR INTENDED USE,
1991 NDS STRESS VALVES FOR DOUGLAS FIR -LARCH:
SINGLE/REPETITIVE
2X4 #2' Fb= 1815/1510 PSI / fv=05 P8| E=1.6x1U V
2X6 #2' Fb= 1140/1310 P8|
2X8 #2' Fb= 1055/1210 PSI
2X10 #2^ Fb= 965/1105 P0
2X12 #2' Fb= 875/1005 P8|
2X14 #2' Fb= 700/ 905 PSI
08 #& Fb= 1140 PSI
4X8 #2' Fb= 1140 P8|
4X1O #2. Fb= 1050 P8|
012 #1 Fb= 1100 P0
4X14 #1 Fb= 1000 P8|
4X16 #1: Fb= 1000 PSI
6X1O #1' Fb= 1058 P8|
8X12 #7' Fb= 1827 P8|
12. ALL NAILING TO BE PER TABLE NUMBER 23-11-8-1 OF THE LATEST
CALIFORNIA BUILDING CODE, UNLESS NOTED OTHERWISE.
18, PLYWOOD FLOOR AND ROOF SHEATHING SHALL BE LAID CONTINUOUS
OVER TWO OR MORE SPANS WITH FACE GRAIN PERPENDICULAR TO
SUPPORTS (UNLESS 8HUVVN 8THERVV8E), 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 VVALL,
15, FRAMING CONTRACTOR SHALL PROVIDE BACKING AS REQUIRED FOR ALL
LIGHT FIXTURES, CABINETS, WARDROBES, TOWEL BAR8, AND HANDRAILS
AS REQUIRED AND REQUESTED BY GENERAL OONTRA8T0R,
18, EXTERIOR WOOD POSTS AND COLUMNS SUPPORTED BY A CONCRETE
SLAB SHALL BE INSTALLED A MINIMUM OF G" 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 YVOOD>, POSTS OR COLUMNS RESTING ON CON-
CRETE PIERS SURROUNDED BY EXISTING GRADE SHALL BE A MINIMUM
OF 8^ ABOVE ADJACENT GRADE PER C.B.8, SECT. 2308.5. ALL ISO-
LATED INTERIOR AND EXTERIOR YYU0D POSTS ATTACHED DIRECTLY TO
CONCRETE SHALL BE SECURED WITH 8|MP8ON 'PB' OR EUVIVALENT,
17, PROVIDE 2x4 FLAT HEADERS AT ALL INTERIOR NON -BEARING OPENINGS
UP TO 36 INCHES IN WIDTH AND 4x4 HEADERS FOR OPENINGS
8 TO 8 FEET IN WIDTH,
%l PROVIDE WUNUW0W 1/2" CLEARANCE (VOID SPACE) FROM TOP OF ALL
INTERIOR NON -BEARING PARTITIONS TO ROOF AND CEILING FRAMING ABOVE.
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
C0VERING, PROVIDE SOLID BLOCKING AT ANY HORIZONTAL JOINTS
BETWEEN SOLE PLATE AND ANY TOP PLATE. "Z" BAR METAL SHALL
BE USED AT EXTERIOR HORIZONTAL JO|NTS,
21,INSTALL RREB0CKSTOOUT OFF ALL HORIZONTAL AND VERTICAL
DRAFT OPENINGS BETWEEN TWO STORIES AND HOOF ATTIC DPA0E8,
RRE8LOCKD SHALL BE OF 2 INCH NOMINAL THICKNESS, LOCATION
OF F/RE8L00K8 SHALL INCLUDE:
A. STUD WALLS AT FURRED 80PRT8, CEILING AND FLOOR LEVELS.
B. AROUND TOP, Q0TTOW, SIDES AND ENDS OF SLIDING POCKET DOORS
O. BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF RUN AND
BETWEEN STUDS IN A WALL PARALLEL AND ADJOINING RUN OF STAIRS.
82. FASTENING OF MULTIPLE MEMBERS:
DOUBLE k TRIPLE J03T8/
18d NAILS AT 12" [[O STAGGERED (BOTH 30E8 FOR TR|PLE8),
FOUR OR MORE JOISTS;
1/2° 0A. W.8'a AT 18" 0.C; STAGGERED.
4X OR LARGER BEAMS;
1/2^ DIA, M.B'm AT 12^ 0.0 8TA8Q£RED,
23, ALL ROUGH OR RE8AWN BEAMS ARE TO BE FREE OF
GRADING STAMP LABELS AND FREE OF HEART CENTER.
24, ALL HANGING JOISTS SHALL BE HUNG WITH 0MP8ON
^LUS HANGERS UJNO, AND 8IMP8UN T[T" FOR TJyo, U.N.O.
25' ALL BEARING WALLS ON A WOOD FLOOR ARE TO BE SUPPORTED
WITH DOUBLE JOISTS OR SOLID 8LDOK|N8 UNLESS NOTED OTHERWISE.
26, ALL BEAMS TO BE SUPPORTED WITH FULL BEAR|NG, U.N.0
27, ROOF SHEATHING IS TO CONTINUE UNDER CALIFORNIA FRAMIN8, TYP.
28, APPLY SHEAR WALL PLYWOOD PRIOR TO ALL BOX -OUTS,
FUR -OUTS, SOFFITS OR ANY OTHER FRAMING THAT WAY
INTERRUPT CONTINUITY OF THE PLYVY00D,
29' PROVIDE FURRING AS NEEDED TO ALIGN NON -SHEAR WALLS
WITH SHEAR WALLS.
80' PROVIDE 4X OR DOUBLE 2X MEMBERS UNDER BOLE PLATE
NAILING AT 2` U.O
31, DOUBLE TOP PLATES w/W|N. 48^ LAP 8PUOE8 TO BE PROVIDED w/W{N
(8) 16d'o PER TOP PLATE SPICE.
82, TOP PLATE BREAKS ARE SHALL OCCUR OVER A STUD OR P08T,
33. 80L0 BLOCKING BETWEEN PERPENDICULAR JOIST AT BEARING AND AT
SHEAR WALLS.
84. ALL EXPOSED BEAMS AND HEAVY TUWBER RECOMMENDED TO BE
FREE OF HEART OENTEH, I
85. ALL ISOLATED POSTS AND BEAMS TO HAVE 0MPQ0N PB'u AND/ OR
BO'a MINIMUM, UNLESS NOTED 0THERVY0E,
86' ALL 8|WPS0N HD, PA, AND O8 HOLDOVYN8 TO BE FASTENED TO
44 POST MIN., D.N0,
37. ALL EXTERIOR WALLS ARE TO BE SECURED WITH kWN. 1/2" 04. x 10"
ANCHOR BOLTS AT 72' O.O., U.N.O. PROVIDE 5/8^ 0A. ANCHOR BOLTS
AT ZONE 4.
38, ALL INTERIOR WALLS TO BE SECURED WITH SHOT PINS PER
MANUFACTURER IS RECOMMENDATION, U.N.O. CALCULATIONS GOVERN
IN ALL CASES. RECOMMEND RAM8ET/REDHEAD 1516D AT 24^ O.O.
PER |CB0 REPORT NO. 1147.
FOUNDATION/SITEWORK
1. THE FOUNDATION DESIGN IS BASED ON THE FOUNDATION
INVESTIGATION BY SOIL REPORT SUBMITTED:
2. THE ALLOWABLE SOIL BEARING VALUE IS 1000 P8F FOR
CONTINUOUS FOOT|N88,
2\ ALL SITE PREPARATION, EXCAVATION AND COMPACTION SHALL
BE DONE UNDER THE 8UPE0Y!8K}N OF THE SOIL EN8|NEER,
4. SEPARATE PERMITS SHALL BE OBTAINED FOR ALL FENCES
AND VYALL8, AS REQ0RED,
5, PROVIDE FILL AS REQUIRED TO LEVEL PAD
6 SURFACE WATER WILL DRAIN AWAY FROM BUILDING. DRAINAGE
SHALL BE 2% FROM BUILDING TO SWALE LINE. 8WALE SHALL DRAIN
AT 10 (MIN.) FROM REAR OF BUILDING TO STREET.
7 THERE SHALL HE NO UTILITY TRENCH NEAR THE BUILDING FOUNDATION
WHICH EXTEND DEEPER THAN k 45 DEGREE LINE PROJECTED DOWN
AND AWAY FROM THE BOTTOM OUTSIDE CORNER OF ANY FOOTING.
8. PROVIDE 8 MIL V0UUEEN U.N.O. UNDER SLAB (EXCEPTION: GARAGE
SLAB AS RECOMMENDED BY SOILS REPORT).
9�ALL H000WN ANCHORS, POST BASES AND HOLD0WN BOLTS SHALL
BE TIED INTO PLACE PRIOR TO FOUNDATION INSPECTION,
10, PLACE 28'-0" RE8AH IN FOUNDATION AT SERVICE LOCATIONS.
STUB UP REBAR ABOVE THE FLOOR BY ELECTRIC SERVICE METER3,
11. FOR THE LOCATION OF CONTROL JOINTS, REFER TO THE FOUNDATION
PLAN. (ZIP STRIP OR EOUAU, W|NUWUW OF 20'-0^ 0.8, EACH WAY
IS RECOMMENDED.
12, DRIVEWAY PAVING SHALL BE 4' PORTLAND DEMENT CONCRETE,
(5 SACKS MIN.).
18. FOR POST -TENSION SLAB, REFER TO APPROVED PLANS
PREPARED BY 0THEHS,
14, M\NUNUk4 SLAB REINFORCEMENT AND PAD REQUIREMENT SHALL
CONFORM TO THE SOILS ENGINEER'S RECOMMENDATIONS, U.N.O.
38. ALL CONVENTIONAL FRAME PORTIONS OF STRUCTURE ARE TO BE
CONSTRUCTED PER SECTION 2320 OF THE CALIFORNIA BUILDING CODE, U.N.O. MASONRY
40, ALL SHOP DRAWINGS ARE TO BE REVIEWED BY THE CONTRACTOR AND
THE ARCHITECT PRIOR TO SUBMITTAL FOR ENGINEER REVIEW.
41. TRUSS MANUFACTURER TO PROVIDE CALOULAT|ON8, SHOP DRAWINGQ,
DETA|L8, TRUSS HANGERS, 8R08|N8 AND ERECTION BRACING.
42, PROVIDE DOUBLE 2X SOLE PLATES WITH SOLE PLATE NAILING AS
SPECIFIED ON THE PLANS AT BOTH PLATES WHERE 1 1/2, LIGHT VYB8HT
CONCRETE IS USED AT THE FLUOR,
48, WHERE BOTH TOP PLATES ARE BR0KEN, STRAP WITH 8T8224 MIN. U.N.O.
44, 80WMDN 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. ALL GLUED LAMINATED MEMBERS SHALL BE MADE OF 1-1/2'
D0U8LA8 F0 LAMINATIONS, COMBINATION 24-F PER A|TO.
2. |ND. APP. GRADE' Fb~2400 P0/ Fv=165 PS(/ E~t8X1OvPSI
8. INDUSTRIAL APPEARANCE GRADE SHALL BE USED, WITH
MOISTURE CONTENT BETWEEN T - 14 PER8ENT, UNLESS
NOTED OTHERw0E,
4. FABRICATOR SHALL BE A MEMBER OF A|TC AND ALL FABRICATION
SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF
'TIMBER CONSTRUCTION STANDARD' BY A.LT.C., LUMBER SHALL BE
MARKED WITH AN A>TC QUALITY MARK INDICATING CONFORMANCE WITH
THE COMMERCIAL STANDARD 'STRUCTURAL GLUED LAMINATED LUWQER
6, GLUED LAMINATED MEMBERS SHALL BE ACCOMPANIED BY A
CERTIFICATE OF INSPECTION. CONTRACTOR SHALL BEAR EXPENSES
OF INSPECTION AND TESTS. 4 CERTIFICATE OF INSPECTION SHALL
BE SUBMITTED TO THE BUILDING DEPARTMENT,
6, THE FABRICATOR SHALL 8URW\T COMPLETE SHOP DRAWINGS TO
BUILDING DEPARTMENT AND KSVR6,11NO. FOR APPROVAL PRIOR
TO FABRICATION.
7. ALL GLUED LAMINATED BEAMS WILL HAVE A STANDARD CAMBER
BASED ON A RAD|US=1600 UNLESS NOTED OTHERVV|8E,
8. PARALLAW p3L 2.VE BY TRU8 JOIST MAVNILLAN PER 000 NO. NER 481, ER 4870
,b~2900 P@|/ fv~280 PSI;n E~2.0 x 10 P3|
VERSA -LAM PSL 2.0 E BY 80|8E CASCADE PER iCB0 NO.
NER-422. ER 5683 fb=2800 PSI, fv~205 PSh E=2.0 x 186
B�
rn�W|ER PLUS GLULAM BY VY|LLAMETTE INDUSTRIES PER |CBU
NO. NEn -468' ER 5714 Yb=2800 PSi(M|N.}/ /v=270 PSI; E~2.1 x
106 PSI
9. PROVIDE MULTIPLE 8x4 SQUASH BLOCKS UNDER BEARING POINT
LOAD FROM ABOVE TO TOP PLATES BELOW AT FLOUR LEYEL,
10' TRUS JOIST MAC W|LLAN PRODUCTS PER !C80 NOS. NE*
481 K PFC-5381
�O0�|^��.��l4�|� ���D�GT�����jG8� �0 ���-DI�4
uom� uax�*u� ,Ruuuo/u rEm muu m�u.��u-4*o* &
NEK-442
VV|LLAMETTE INDUSTRIES PRODUCTS PER 0gO NO. NER-475
AND NER-486
11, PROVIDE DOUBLE |-JOISTS OR DOUBLE )-JOIST RLUuxe WHEN 1$u SOLE
PLATE NAILING IS LESS THAN 4^ 0.0, AT SHEAR WALL A80vE.
12. REFER TO |-JOIST MANUFACTURER SPECIFICATION FOR DRILLING
OF HOLES TMKV |-JOIST WEB.
1. ALL MASONRY VV00< SHALL CONFORM TO THE LATEST EDITION
THE CALIFORNIA BUILDING CODE.
2, CONCRETE BLOCK SHALL BE OF SIZES 3HUYVN ON ARCHITECTURAL
DRAWINGS AND/OR CALLED FOR IN SPECS. AND CONFORM TO
A8TM C98-86, GRADE ^N-|" N8RMALVVE|GHT UNITS WITH MAXIMUM
LINEAR SHRINKAGE OF 0.00 % fin = 1500 PSI GROUTED
REINFORCED CELLS.
8, MORTAR MIX SHALL BE COMPOSED OF ONE PART PORTLAND
CEMENT AND THREE PARTS SAND AND NOT LESS THAN 1/4
PART NOR MORE THAN 1/2 PART LIME PUTTY FOR TYPE '3'
MORTAR. MINIMUM COMPRESSION STRENGTH TO BE fo = 8000
PSI,
4. GROUT M0( SHALL BE COMPOSED OF ONE PART PORTLAND
CEMENT TO 2.1 TO 8.0 MAX PARTS SAND AND NOT
LESS THAN TWO PARTS PEA GRAVEL, MAX. GROUT LIFT = 4^-0'
SPECIAL INSPECTIONS SHALL BE REQUESTED FOR HIGH LIFT
GROUTING. WIN|N0W COMPRESSION STRENGTH TO BE yo =
2000 P8|.
5, PROVIDE 0LEAN0UT OPENINGS AT BOTTOM OF ALL VERTICALLY
GROUTED CELLS IF GROUT LIFT EXCEEDS 4'-0'.
& ALL REINFORCING SHALL HAVE AW\NUWUM COVERAGE OF 1/2° GROUT.
7. BOLTS SHALL BE GROUTED WITH 1' OF GROUT BETWEEN BOLT
AND MASONRY.
8, NO PIPES OR DUCTS SHALL BE PLACED UV MASONRY WALLS
UNLESS SPECIFICALLY NOTED OR DETAILED.
8. DOWELS IN CONCRETE FOR MASONRY WALLS SHALL BE THE
SAME SIZE AND SPACING AS MASONRY WALL NBNFOR0NG,
10. ALL MA8ONRY, EXCEPT VENEER, SHALL BE REINFORCED
GROUTED WA80NRY, GROUT CELLS CONTAINING REINFORCING
UNLESS NOTED OTHERWISE. GROUT 8UL0 ALL MASONRY
RETAINING EARTH UP TO 8" ABOVE RETAINING WALL,
11, ALL VERTICAL REINFORCING IN MASONRY VV&LL8 NOT RETAINING
EARTH SHALL BE LOCATED /N THE CENTER OF THE VYALL, U.N.0,
12, REINFORCING SHALL BE SECURELY HELD AND BRACED IN
PLACE TO PREVENT MOVEMENT WHILE PLACING MASONRY,
18. MASONRY TO HAVE SPECIAL INSPECTION PER SECTION 1701
OF THE OBD WHEN SPECIFIED.
WOOD TRUSSES
LATERAL SHEAR NOTES:
( 1OO ' SEISMIC ZONE � )
` ' �BC ` ' FRAMING MEMBERS
DOUGLASHR-LARCH
AT 19' O.0
1. 2 LAYERS 5/Er BLOCKED DRYWALL WITH 6d COOLER NAILS ATgr &C AT
EDGES & FIELD AT BASE LAYER, Od COOLER NAILS AT 7" 0.0 AT EDGES ..._ 125 PLF
AND FIELD AT FACE LAYER
2, 50 COOLER NAILS AT 7" Q.0 AT EDGES AND HELD ^~'-'^' 58 PLF
I Gd C000OLERNAILS AJ7° O.CAJ EDGES AND FIELD^-^^^ 58 RI
� RI
4. 1 /:r DRYWALL WITH � COOLER ���e C���G�A� FIELD--'
73 RI
5 Gd COOLERNNLS AT 401 AT EDGES AND FIELD---
G. 1 /f BLOCKED DRYWALLWITH Sd COOLER NAILS AT 4`" 0.0 AT EDGES -^''^'^^' 75 PLF
AND FIELD. (TABLE 25-1 CRC)
88 PLFl ��80��D��'����U�R����O��8�B ---
AND FIELD. (TABLE 25-1 CRC)
& 71Er STUCCO OVER APPROVED LATH WITH 18GAUGE STAPLES
AT G; O.C. AJTOP AND BOTTOM PLATBS''EDGE3 OF SHEARWALL, ^''^'^~^'' 188 PLF
AND FIELD (TABLE 25-1 C8C)
�PLF
�
Q. APPROVED LATH WITH 16 GAUGE STAPLES AT 3^ &C ^''~`.. '
AT TOP AND B00W PLATES, EDGES AND 6' 8C AT FlE0.
REPORTICBO _ (OR EQUAL)
10. COMMON �C C��
EDGES ' AND itO.CAT RELD�(TABLE 23-11-1-1 C8C)......... 280 Rf
11. L WITH EDGES 8d COMMON ATIf{� AT
AND I:? �C AT RELUOOD STRUCTURAL �(TABLE 23-11-1-1 CBC) .' 350 Mf
12. 31lr WOOD �C��N ��[��
EDGES AND 12" nCAJ� FIELD �AX8UE 23-11-1-1 CBC .,... 490 RI
13. 31Er WOOD STRUCTURAL PANEL WITH 8d COMMON NAILS AT I` [.0 AT
EDGES AND it 0C AT FIELD (TABLE 23-11-1-1 CBC) ........... 640 PLF
14. 32) WOOD �U��L���� 1� COMMON ���Z [� ATEDGES � ' AND
�lT U.C/J FIELD (TABLE 23-11-1-1 CRC) ...,... 770 PLF
15, 1 S�U� | 10d ���Z 0%�
EDGES ' ` AND
'1'/&C AT FIELD (TABLE 23-11-1-1 C8C) ........... 870 RI
A. WOOD STRUCTURAL PANEL: MATERIAL APPROVED BY OR PITTSBURG
TESTING LABORATORIES THESE VALUES ARE FOR DOUG-FIR LARCH
OR SOUTHERN PINE, OTHER LUMBER SPECIES MAX DIFFER IN SHEAR CAPACITIES.
B. PROVIDE 2X BLOCKING AT HORIZONTAL WOOD STRUCTURAL PANEL PANEL JOINTS.
C, WHERE WOOD STRUCTURAL PANEL BAPPUED ON BOTH FACES OF WALL AND NAIL SPACING
IS LESS THAN 6' �C, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING
MEMBERS OR FRAMING SHALL BE 3X 0RWIDER AND NAILS STAGGERED ON EACH SIDE
/\0 /\
C. FOR SHEAR WALLS /�� /I�� USElHE FOLLOWING:
1\ USE3x WUDSILL
21 USE 3x MEMBER 0 PANEL JOINTS & HORIZONTAL BLOCKING
3) EDGE NAILING SHALL BE STAGGERED
E. 10d SHORT BOX NAILS MAY BE USED IN LIEU OF Dd COMMON NAILS 0 SHEAR WALLS ONLY.
F. 2" x t x 3/18" STEEL PLAT[ WASHERS ARE REQUIRED ON EACH ANCHOR 80O (CBO SECT 1800.0.1)
Ej9!9C*0rAL�
ALL ROOF AND R80H SHEATHING TO BE EXPOSURE | OR EXTERIOR
(TABLE 23-11-[-1 AND 23-11-H C0]
ROOF. JOIST SPACING EQUAL TO OR LESS THAN 24! 0.C: 1 PANEL P11 24/0,
WITH 8d's AT 8^ 0.0 AT EDGES AND BUUNDAR|ES, 12' O.O FIELD.
FLOOR: JOIST SPACING EQUAL TO OR LESS THAN 16* UC: 1913t WOOD STRUCTURAL PANEL T&8 SHTG,
P|| 32/18. m/10j'o AT Gy 0.0 AT EDGES AND BOUNDARIES, 10" O.0 FIELD.
JOIST SPACING EQUAL TO OR LESS THAN 20" STRUCTURAL PANELT&C SHTQ,
P|}4[/20.w/10d'oAT 6'U.0 AT EDGES AND BOUNDARIES, 10"O.CFIELD.
JOIST SPACING EQUAL TO OR LESS THAN 24! O.C: 23/32" WOOD STRUCTURAL PANEL T&g SHTQ.
t MANUFACTURER SHALL SUPPLY TO THE ARCHTE0T/2N@INEER
AND THE BUILDING DEPARTMENT, CALCULATIONS AND SHOP
DRAWINGS FOR APPROVAL PRIOR TO FABR|O&T|0N, ALL
CALCULATIONS AND SHOP DRAWINGS SHALL BE SIGNED BY
A CALIFORNIA REGISTERED PROFESSIONAL ENGINEER. IT SHALL
BE THE RESPONSIBILITY OF THE MANUFACTURER TO OBTAIN
8U|L0|NQ DEPARTMENT APPROVAL FOR CALCULATIONS AND
8H0p DRAWINGS PRIOR TO FABR|CAT|0N,
2. TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE
LATEST LOCAL BUILDING CODE FOR ALL LOADS IMPOSED,
INCLUDING LATERAL LOADS AND MECHANICAL EQUIPMENT LUADS,
8. ALL CONNECTORS SHALL BE |8QD APPROVED AND OF
ADEQUATE STRENGTH TO RESIST STRESSES DUE TO THE
LOADINGS INVOLVED.
4. TOTAL LOAD DEFLECTIONS SHALL BE LIMITED TO L/240
5, GROSS BRIDGING AND/DR BRACING SHALL BE PROVIDED AND
DETAILED AS REQUIRED TO ADEQUATELY BRACE ALL TRUSSES.
6. EACH TRUSS SHALL BE LEGIBLY BRANDED, MARKED OR OTHERWISE
HAVE PERMANENTLY AFFIXED THERETO THE FOLLOWING INFORMATION
LOCATED WITHIN 2 FEET OF THE CENTER OF THE SPAN ON THE FACE
OF THE BOTTOM CHORD.
a> IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS
h) THE DESIGN LOAD
0 THE SPACING OF THE TRUSSES
* PANEL EDGES 8HWl HAVE APPROVED T&0 JOINTS OR SHALL BE SUPPORTED WITH
BLOCKING NOT REQUIRED WHEN LIGHTWEIGHT CONCRETE IS PLACED OVER SU8RLO0M
�
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STRUCTURk ENGINEERS
1800 E. 18TH STREET
SANTA ANA CA 92701
PHONE: 714-835-2800
FAX: 714-835-2819
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1. 1 x Starter Bd. @ Exp. Eaves
2. Roof Sheathing
3. Roof Rafter
4. Simp.H 1 @ 48" O.C.
5. Top Plate
6. Edge Nailing
7. Simp.A35 @ 48" O.0
8. (3)8d Toenails @ Ea. Rafter
X SPACING
H1 A35 E.N
A 48" o/c 48" o/c 6"
B 32" a/c 32" a/c 6"
3 C 24" o/c 24" a/c 6"
q D 16' a/c 16" a/c q"
ESI/FME
ALT CONDITION SHR-002
.. . ' , 57MK
1. Plywood Sheothin%
@ Floor: 10d's @ 6"o/c U.N.O.
@ Roof: 8d's @ 6"o/c U.N.O.
2. Rim Joist or Blkg.
3. Double Top Plates
4. 2x Stud Wall Per Plan
5. Simpson A-35 @ 48" o/c UNO
#
EN @
ROOF
EN @
FLOOR
A-35
SPACING
A
4" o/c
4" o/c
32" o/c
B
3" o/c
3" o/c
24" o/c
C
3" o/c
3" o/c
16" o/c
D
--
2„ o/c COM
8 o/c
1. 4' Nominal Conc.Slob w/
6"x67—#10/#10 W.W.M. U.N.O.
2. 6 Mil. Visqueen
Membrane, Extended 1 1/2"
into Foundation Wall w/
2" of Sand Over & Below,U.N.O
3. (1) #4 T/B Min.,Typical
@ All Cont. Footings, U.N.O
(ALT) USE (1)#5 T/B
4, Natural Grade or Approved
Compacted Fill.
5. D.F.P.T. Plate w/ 5/8" Dia.
x 12" A.B's @ 72" O/C Min.
w/ 2" x 2" x 3/16' Washer
12" From all Corners & Splices
w/ 7" Min. Embedment (U.N.O.)
(See Foundation Plans)
6. Cold Joint at 2 Pour
7. 2" x 2" x 3/16" Washers @
Seismic Zones 3 & 4 Only.
* U.N.O.
ESI/FME
FDN-00197
0 •
SEE DETAIL 1 FOR
REPETITIVE INFORMATION
7. Interior Wall Shall Have
RAMSET/REDHEAD 1516SD
0 24' o.c. U.N.O. (I.C.B.O.
�1639) or Equal.
'
SHR-004c
FDN-002
6
PERPENDICULAR DRAG STRUT
2
TYPICAL INTERIOR FOOTING
EXISTING �, NEW
LAP & SPIKE wf
(2)#4 BARS
2x TIES @ (3)16d EA. END
` @ TOP &
48" O.C.
I (2)#4 BARS
_ s
@ BOTTOM
'
9/16" dia. HOLE $" 24„
j
w/EPDXY FILL
x\ _ _ f,
NOTE: SPRAY BONDING AGENT (INTRALOK OR SIMILAR
iILD
AT THE JOINT BETWEEN AND NEW CONCRETE
ESI FME
PRIOR TO POURING NEW CONCRETE. ESI FME
ADD-002b
f
ROOF TIES
37NEW..
CONC. FT. TO EXIST. FTG.
1. Simpson H2 @ 48" o.c.
2. Edge Nailing
3. 2x Blocking
4. (3)16d Per Stud
5. 2x Blocking Where H2 Occurs
2 6. 2x Joist, See Plan
SHEAR TRANSFER
EXISTING NEW
i
E)SLAB —
FOOTING
8"
9/16" dia. HOLE
w/EPDXY FILL
n
247
NOTE: SPRAY BONDING AGENT (NTRALOK OR SIMILAR
AT THE JOINT BETWEEN OLD AND NEW CONCR E
PRIOR TO POURING NEW CONCRETE.
(N)SLAB
W 2D4gWoX
W i
NEW CONC. SLAB TO EXIST. FTG.
LATERAL SHEAR NOTES:
( 2001 CBC ; SEISMIC ZONE 4 } FRAMING MEMBERS
DOUGLAS FIR -LARCH
ZL VERTICAL,= AT 16" O.0
10. 3/8' WOOD STRUCTURAL PANEL WITH 8d COMMON NAILS AT 6" O.0 AT
EDGES AND 12" O.0 AT FIELD (TABLE 23-11-1-1 CBC) ..•........ 260 PLF
NOTES:
A. WOOD STRUCTURAL PANEL: MATERIAL APPROVED BY APA, PFS/TECO OR PITTSBURG
TESTING LABORATORIES 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. 10d SHORT BOX NAILS MAY BE USED IN LIEU OF 8d COMMON NAILS 0 SHEAR WALLS ONLY.
D. 2" x 2" x 3/16' STEEL PLATE WASHERS ARE REQUIRED ON EACH ANCHOR BOLT,
(CBC SECT, 1806.6.1)
HORIZONTAL:
ALL ROOF AND FLOOR SHEATHING TO BE EXPOSURE I OR EXTERIOR
(TABLE 23-I1-E-1 AND 23-11-H CBC)
ROOF: JOIST SPACING EQUAL TO OR LESS THAN 24" O.C: 15/32°WOOD STRUCTURAL
PANEL PII 32/16, WITH 8d's AT 6" O.0 AT EDGES AND BOUNDARIES, 12" O.0 FIELD,
FRAMING LEGEND®
INDICATES SPAN AND DIRECTION OF
ROOF JOISTS AND RAFTERS
INDICATES SPAN AND DIRECTION OF
CEILING JOISTS
A 2X6 AT 12" O.0 J 2X10 AT 24' O.0
B 2X6 AT 16" O.0 K (2)2X10 AT 16' O.0
C 2X6 AT 24" O.0 L 2X12 AT 12" O.0
D 2X8 AT 12" O,C M 2X12 AT 16" O.0
E 2X8 AT 16' O.0 N 2X12 AT 24" O.0
F 2X8 AT 24" O.0 P (2)2X12 AT 16" O.0
G 2X10 AT 12" O.0
T TRUSS AT 24" O.0
H 2X1O AT 16" O,C
FOUNDATION NOTE
ALL DIMENSIONS SHALL BE VERIFIED WITH THE ARCHITECTS DRAWINGS
ANY DISCREPANCIES SHALL BE RESOLVED PRIOR TO COMMENCING OF WORK,
1, ALL EXTERIOR WALLS ARE TO BE SECURED WITH 5/5' DIAMETER
BY 12" LONG ANCHOR BOLTS EMBEDDED AT LEAST 7" INTO CONCRETE
WITH A MAXIMUM SPACING OF 72" O.C.
THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE OF FOUNDATION
PLATE WITH ONE BOLT LOCATED WITHIN 12" MAX. & 4-1/2" MIN. OF EA,
END OF EA. PIECE. A PROPERLY SIZED NUT AND 2"x2"0/16" THICK WASHER
SHALL BE TIGHTENED ON EA. BOLT TO THE PLATE.
2. ALL INTERIOR NON -SHEAR WALLS ARE TO BE SECURED WITH SHOT PINS
INSTALLED PER MANUFACTURERS RECOMMENDATIONS, U,N.O. STRUCTURAL
ENGINEERS CALCULATIONS GOVERN IN ALL CASES.
3. INSTALL ALL SIMPSON (OR APPROVED EQUAL) FOUNDATION HARDWARE
PER MANUFACTURERS RECOMMENDATIONS. DEEPEN FOOTING WHERE
NECESSARY TO PROVIDE ANCHOR EMBEDMENT AT HOLDOWN LOCATIONS.
•i rf r j / i r / r / / /' i,/ /,/%, / / /' it /.^' , / r ! ;' i
" / E�CfT1
STRAP PLATE
TO PLATE
w/ ST6224
.------ ____._
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i
8
co ;
5
_
2x8 ROOF GIST
i
@ 24" O.0
_
—
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BATH
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w
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BEDROOM
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4
.
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2x8 CEILING
JOIST
@ 24" O.C.
ST6224 {�
f
TOP PLATE
1
j BREAK 63
L=9'-6>'
BALLOON FRAME WALL
18'—O"
1 AL
SCALEAl
I
r /........ /.f.
;
i
/
i�
ri f / ''� ' / l /,, !,� / rl / f //'%r f/ //f //j JJi '�; J / i / .rr; / / f/'. f/f/ /i,' , ' � '/,' r / ! ,f•./ , / /'
% '/\I�iII�SI�`r�;f
3
7)
STORAGE
,
/
. i r
4
\t i
2 '*BATH
cf9
I BEDROOM
'
u
5/8" DIA. X 12" ANCHOR BOLTS AT 64" O.C.
18'-0
FO,'
UNDATI PLAN
SCALE : 1/4" = 1'—O"
a
ESI/FME,INC.
STRUCTURAL ENGINEERS
1800 E. 16TH STREET
SANTA ANA, CA 92701
PHONE: 714-835--2800
FAX: 714-835-2819
5oF5