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1012645
CoCUTAGT: GHRIS NOO -14-3Cxi 8882
SD.I
STF44TURAL EK&s S'iP14TURAL
C+GWAGTs PHIL SOMA 114-313-4141
TITLE 24 WNWLTAiNTt -- TOWRY V*INM MNCv 160 EAST MAIN STREET
5U11'E 150
TUSTIN, CA.
C.. WACT= JAMES H. TERRY
SQUARE 1F(>0TACT)B
now
EXIS # 1 FLOOR 2420
F..XIST16 FOUNDATION 4 ADDITION FOUNDATION
EXIST* FIRST KOOK 4 ADDITION FIRST FLOOR
EAST* SWOND FLOOR 4 ADDITION SECOND FLOOR
FIRST FLOOR UTILITY PLAN
SECOND FLOOR UTILITY FLAN
SECTIONS
FRONT, LEFT ELEVATION 4 ROOF PLAN
STRUOTURAL FLOOR FRAMING FLAN
ROOF FRAmm PLAIN
ARCH. M6. AR MITEOW AL DETAILS
STRUGT. DTLS. STRUCTURAL DETAILS
RV 4 1
DIVISION 1 DIVISION 6
DBl �
GENERAL NOTES LUMBER
��
1
1. The general contractor shall verify all dimensions and conditions at site. 1. All wood bearing on concrete or masonry shall be pressure treated Douglas ..
Any discrepancy found shall be reported to the Architect or Engineer. Fit,_..
2. AIi work shalt conform to the minimum standards of the lgaf8 edition of the 2. Structural members shall not be cut nor notched without the approval of the n
Uniform Building Code. %M="Iar�hors,
3. The structural calculations included here are for the anolysis and desir� n of 3. fasteners, and connectors shalt be Simpson Strong Tie
Cmary structural system. Non-structural elements are the responslblllty of connectors. Substitutions must be approved bu the
Architect or Deslgner. 4. All structural lumber shall be Douglas Fir -!,.arch with 113 neer.
lmaximum
4. Structural changes made shall be submitted to the Engineer for review and moisture content. ���
approval. 5, Wass otherwise noted, use the following lumber grades. x
5. Portions of construction not covered by structural design shall be constructed
per section 2326 of the Uniform Suilding Code.
6. 'the eneral contractor shall be responsible for adequacy and safety of „.
ereclton bracing, shoring and temporary supports. .
DIVISION z �ynoted.
FOUNDATION 1## t�l� � Y1►6. All Walling shall be per takiie 23-t1-8-C of Uniform 8uildlnr Code, unless otherwise noted n (714) F , ¢
1.Pl god roof sheathing suit be laid continuous over two or more spans _ - , . Sf"L
wi�race qrain perpendicular to support. Stagger aCl ptywoad panels a minimum of ft;`a
1. Design of foundation is based on clay, sandy clay, sitty clay and clayey silt maximum of 4 Ft. twill shall be ins ected before. cover j
with allowable bearing valve of 1000 psf per Toble 18-C-A of UBG. S. plywood roof sheathinexposed ontheunderside shall beTponded with e°""4'1 �
2. contractor shall verify type of soil on slte. He shall inform the Engineer if exterior glue.
soil on site is inferior than the assumed soil type. efi. Roof sheathing shall be 1/2" COX plywood (F.l. 24/0) u n.o. nailed with bd common 0 6" c� t�T� K-c �
S. Solis with an expansion index greater than 20 shall not be used as fill at boundaries and edges, Sd 0 10" field nailing.
undation for structure. 10. Mil studs shall be continuous between points of lateral support {baltoon framed)
4. =I,uf
kFIlCs shall be compacted to V% of maximum densIN. and not interrupted by horizontal plates. Such conditions are normally found on r?' sT ry v '71
5. The contractor shall be responsible for all shoring and bracing necessary to the walls at gable end of vaulted "lling and walls around stairs,, .
support out and/ or flit banks daring excavation, and forming and pCacement ll. Applt� shearwall wood prior to all box -outs, fur -outs, sofFitts or any other
OF concrete. framing that may it erry t continuity of the plywood shearwall. ,
6. Concrete slab shall be 4" thick with e3 re -bars 0 10" oc, each way 12. DovbW top plate lap splice shall be a minimum of 46" and, unless noted otherwise — 6A-rt
over 1" sand over 6 mil visqueen over I" sand, U.N.O. shall be nalled to�sther with a minimum of (6)16d unman nails per splice. Top
1. All holdown anchors and post bases shall be tied Into place prior to plate breaks shahalI occur over a stud or post.
Foundation tnspecton. 13. All holdowns shall be fastened to a 4x4 post minimum, unless noted otherwise.
14. All exterior walls and interior bearing walls shall be secured to foundation
DIVI with 5/6" *AO' _anchor bolts ® maximum spacing of 46" O.C. with 3/161414"
bearing -plates'.
Provide 1" minimum embedment into concrete at anchor bolts
CONCRETE
w,
r
I, Reinforcing steel shall be deformed steel conform!na to the requirements
'���
OF A9TM 615 grade 40, except grade 60 for #5 t larger ;
2. Minimum cover for cast In place concrete shall be as follows:
Poured against earth.... .3 inches ; , �-
ftlls exposed to weather: °� t iQ�,► '
#5 and smaller..............................................I Inches F4 '6 0
#6 and larger..................................................15 Inches
3. Bars shall be clean of rust, grease or other material like!y to impair bond.
4. Minimum lap of reinforcement shall be 40 bar diameters. Lap horizontal
bars at corners and lntersectlons. 7b h
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f'GENERAL NOTES
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ABBREVIATIONS
A.B.
ANCHOR BOLT
ASV.
ABOVE
DIMSION t
CONDITIONING
GENERAL
REQUIREMENTS
BUILDING
DEPT.
REQUIREMENTS
ADJ.
ACOUSTICAL
JAA0ENT
ADJ.
ADJUSTABLE
AL.
ALUMINUM
Work performed shalt comply with the following:
PROVIDE EMER6ENCY EXIT DOOR OR WINDOW FROM BASEMENT
ALT.
ALTERNATE
AND / OR SLEEPING ROOM{5). NET CLEAR WINT?L}A AREA
AMP.
AMPERAGE
1. These general Notes unless otherwise noted on plans or
514ALL BE NOT SE LESS THAN 5.1 SO. FT. 021) $0. IN.
AVG.
AVERAGE
speclfloations.
MIN. NET WINDOW OPENING HEIGHT DIMENSION 24" CLEAR,
2. Uniform Building Code, applicable edition.
MIN. NET WIDTH DIMENSION 20" CLEAR FINISHED SILL ,
Bp�
BOARD
3. All applicable Local, State and Federal Codes, Ordinances,
HEIGHT MAX. 44" ASOVE FLOOR, UBC 510.4.
BLDG.
BUIL.VIN6
Laws, .Regulations and Protective+ Covenants governing the
HLK'O.
BLOCKING
site.of work.
THE PLUMBING► FIXTURES AND PLUMBING FITTING SHALL
BLT-iN
BUILT-IN
4. Standard 5pe4ifl44tions of ASTM.
MEET THE STANDARDS NOTED BELOW:
BM.
B.N.
BEAM
BOUNDARY NAILING
5. In case of conftict, the more stringent requirements shall
Al WATER CLOSET a 1.6 GALLONS PER FLUSH MAX.
DRO.
govern.
B) SHOWERHEAt7 a 2.5 GPM MAX.
BAR SINK
b. "Or Equal": The Contractor shall submit for the Architect's
G) LAVATORY FAUCETS a 2.2 GPM MAX.
and Builder's approval all materials or equipment rihich is
D} SINK FAUCETS m 2.2 GPM MAX.
CAST.
CABINET
considered "or agval" to that speatfied.
TITLE 24, VOW, UPC 4101
CALL.
GAL"L.ATIONS
GMBR.
CAMBER
On Site Verification of all dimensions and conditions shall be
STATE HEALTH 4 SAFETY CODE SEC. 114121A BANS THE USE OF
C.H.C.
CEILINO HEIGHT CHANGE
the responsibtilty of the Contractor and Sub-Ccntractora.
CHLORINATED POLYVINYL CHLORIDE (OPYG) FOR INTERIOR
G.I.
CAST IRON
Noted dimensions take precedent over scale. Each Contractor
WATER SUPPLY PIPING.
G.J.
CEILING JOIST
or Svb-contractor shall report to Prroject Superintendent all
GLO. ICEILING
Conditions which prevent the proper execution of their work.
ALL RECESSED FLUORESCENT CAN LIGHTS SHALL BE A PIN
GLR.
CLEAR
INSERT TYPE, NO SCREW TYPE FIXTURE PERMITTED.
CNTR.
COUNTER
Client's Architect and #�o.fesat_ 5upesrintesndetnt_ to be notified
CNTRTP.
C4i1NTER TOP
Immediately by Contractor or Sub -contractor should any
ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH
C.O.
CASED OPENING
discrepancy or other question arise pertaining to the
OF THE STAIRS. HANDGRiP PORTION OF ALL HANDRAILS
GONG.
CONCRETE
working drawings and/or specifications. The Contractor
MALL NOT BE LESS THAN 1 1/4" NOR MORE THAN 2" IN
CON TS.
CONTINUOUS
shall be held responsible for the results of any errors,
CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL.
CPT.
CARPET
discreponalos, or, omissions which the Contractor failesd to
PROVIDE AN EOUIVALENT GRIPPING SURFACE.
CR.
CURTAIN ROD
notify the Archlteat of before aonstewtion and/or
=1 1005.3.3.1
C5MT.V0A.
CASEMENT WINDOW
fabrication of the work.
C.T.
CMAMIC TILE
PROVIDE 254-0" LONG #4 REBAR FOR CABLE / PHONE AND 20'-0"
CULT.
CULTURED
Sub -contractor shall: Insure that all work is done in a
LONG COPPER FOR ELECTRICAL GROUND PER N.E.C. SEC. 250.61 c.44.
professional workmanlike manner by skilled meschonics and
shall replace any materials or Items damaged by Sub-
ALL YORK SHALL COMPLY WITH THE FOLLOWING CODES:
17.
DRYER
contractors performance. Sub-contractorsa and suppliers are
DHL.
DOUBLE
hereby notified that they are to confer and cooperate fully
114411 UBG
D.F.
VIA. OR C
DOUGLAS FIR
DIAMETER
with each other during the course of construction to
i01411 UMC
DIAL.
DIAGONAL
determine the exact extent and overtop of each other's work
14141 UPC
DIM.
DIMENSION
and to successfully complete the execution of the worts. All
lggb NEa
DISP.
DISPOSAL
Sub -contractor workmanship will be of quality to pass
inspections by loaal authorities, lending institutions,
OP.
VEEP
Architect or Builder. Any one oral] of the above mentioned
DR.
DOOR
inspectors may inspect workmanship at any time, and any
DRP.
DROP
correxatlons needed to enhance the quality of building will
D.S.
DOWNSPOUT
be done Immediately. 'Each Sub -contractor, unless
DTL.
DETAIL
specifically exempted by the terms of his sub -contrast
D.W.
DISHWASHER
Agreement, shall be responsible for cleaning up and removing
DWG.
DRAWING
from the site all trash and debrts not left by other
DWR.
DRAWER
,job
Sub -contractors. Builder rill( determine how soon after Sub-
contractor completes each phase of his work that trash and
EA.
EACH
debris will be removed from the site.
ELECT.
ELECTRICAL
ELEV.
ELEVATION
Structural gmtMearLrist_
E.N.
EDGE NAILI"
1. Refer to the current calculations for arse question regarding
EO.
E0UAL
lumber grades, boom and header sizes, footing and shear
EXH.
EXHAUST
requirements.
EXT.
EXTERIOR
2. No deviations from structural details shall be made without
E.W.
EACH WAY
the written approval of the Structural Engineer. Approval
by City Inspector does not aonstitute authorlty to deviate
FAU
FORCED AIR UNIT
from plans or specifications.
F.O.
FINISH GRADE
F.G.
FIXED CLASS
Solis Encitnterim:
F.G.
FUEL OAS
1. Refer to the current Solis Report for any questions
FIN.
FINISH
regarding soil requirements.
FIN.FLR.
FINISH FLOOR
F.J.
FLOOR JOIST
FL,
FLUSH
FLUOR.
FLUORESCENT
F.M.G.
FLOOR MATERIAL CHANGE
F.N.
FIELD NAILING
FND.
FOUNDATION
F.O.G.
FACE OF CURB
F.O.H.G.
FREE OF HEART CENTER
FO.M.-
FACE OF MASONRY
F.O.S.
FACE OF STUDS
FR.DR.
FRENGI4 DOOR
F.R.P.
FIBEROLASS REINF.
POLYESTER
FT&.
FOOTING
GA.
6AU6E
6ALV.
GALVANIZED
G.B.
GYPSUM BOARD
G.D.
GARBAGE DISPOSAL
G.D.O.
GARAGE DOOR OPERATOR
tS.F.I.
GROUND -FAULT CIRCUIT -INTERRUPTER.
6.1.
GALVANIZED IRON
&L.
GLASS
ORD.
GRADE
6R.NO.
GROUND
GYP.
GYPSUM
6LS.
GLUED -LAMINATED BEAM .
6.T.
GIRDER TRUSS
H.C.
HOLLON GORE
H.D.
HOLD DOWN ANCHOR
HDR.
HEADER
HOT.
HEIGHT
HNGR.
HANGER
HTR.
HEATER
INSUL.
INSULATION
INT.
INTERIOR
.JAL.
JALOUSIE
L.
LAVATORY
LAM.
LAMINATED
LAM.PLAS.
LAMINATED PLASTIC
L.F.
LINEAL FEE MOOT
L.L.
LOG LIGHTER
L.T.
LAUNDRY TRAY
LUM.
LUMINOUS
LVR.
LOWER
MAR.
MARBLE
MA5.
MASONRY
MAX.
MAXIMUM
M.B.
MACHINE BOLT
M.G.
MEDICINE CABINET
MFR.
MANUFACTURER
MIN.
MINIMUM
MIR.
MIRROR
MIL
MICRO LAM
M.O.
MASONRY OPENING
MTV.
MOUNTED
MTL.
METAL
S.
SINK
S.G.
SOLID GORE
SCH.
SCHEDULE
SCRND.
SCREENED
SEC.
SECOND
SECT.
SECTION
SEL.
SELECT
SELSTR.
SELECT STRUCTURAL
SER.
SERVICE
S.H.
SINGLE HUNG ,
SHT.
SHEET
SHTHG.
SHEATHiN6
S14M
SHOWER
SL.
SLIDi NO .
SPL.
SPLASH
SPN.
SILL PLATE NAILING
5 4 P
SHELF 4 POLE
S.S.
SERVICE SINK
STD.
STANDARD
S V.
SHEET VINYL
STRUCT.
STRUCTURAL
SW.
SWITCH
T. TREAD
T 3 S TOP 4 BOTTOM
T.G.
TRASH COMPACTOR
TEMP.GL.
TEMPERED GLASS
T d 6
TOW -We 4 GROOVE
T.11
TRUSS JOIST
TM.C.
TIME CLOCK
T.O.C.
TOP OF CUR$
T.O.M.
TOP OF MASONRY
T.O.P.
TOP OF PAVING
T.O.S:
TOP OF SLAB
T.O.W.
TOP OF WALL.
T.Y.
TFJ"ISION
N.S. NATURAL. GRADE
N.I G. NOT IN CONTRACT
NOM. NOMINAL UNFIN.
N.T.S. NOT TO SCALE U.
U.N.O.
O/
OVER
O.A.
OVERALL
OBS.
OBSCURE
O.G. OR O/C
ON CENTER
0.14.
OVERHEAD
OPG.
OPENING
OSA
OUTSIDE AIR
O-S.B.
ORIENTED STRAND BOARD
P.B.
PUSH BUTTON
P.C.
PORTLAND CEMENT
P.G.
PULL. CHAIN
POE.
PIECE
PH.
PHONE
PLT.
PLATE
PL.AS.
PLASTER
PLYWD.
PLYW0017
PNL6.
PANELING
POL.
POLISHED
PPG.
POLISHED PLATE
GLASS
PR.
PAIR
MF
POUNDS/SMARE
FOOT
PSI
POUNDS/SMARE INCH
P:L
PARALLAM
P.T.D.F.
PRESSURE TREATED
DOUGL.AS FIR
PVC
POLY VINYL CHLORIDE
R.
RISER,
ROD.
RAVIAL/RADIU5
R A.G.
RETURN AIR GRILLE
RECPT.
RECEPTACLE
REF.
REFERENCE
REFER.
REFRIGERATOR
REIW.
REINFORCING
REVS
RE -SAWN
REQ"V
REGIUIRED
REV.
REVERSE
REV.
REVl5lON1IE1tlSE
R.J.
ROOF JOIST
RO.
ROUGH
RA -IN
ROUGH -IN
R.O.
ROUGH OPENING
RO/a
ROUGH SAWN
R.R.
ROOF RAFTER
RWD.
REDWOOD
UNFINISHED
URINAL
UNLESS RIOTED OTHERWISE
VAN. VANITY
VEN. VENEER
VERT. VERTICAL
V.6. VERTICAL GRAIN
V.B. VAPOR BARRIER
V.P. VAPORPROOF
W.
WASHER
W/
WITH
W.G.
WATER CLOSET
WD.
WOOD
WDW.
WINDOW
W.H.
WATER HEATER
W/O
WITHOUT
W.P.
WEATHER PROOF
W/R
WARDROBE
WT.
WE1614T
ROOM/AREA ABBREVIATIONS
BA.
BATH
BDRM.
BEDROOM
BRM.
BROOM
CLO.
CLOSET
DIN.
DINING
DR.
PRESSING
ENT.
ENTRY
FAM.
FAMILY
GAR.
GARAGE
KIT.
KITCHEN
L.AU.
LAUNDRY
LIB.
LIBRARY
LIN.
LINEN
LIV.
LIVING
M.BA.
MASTER BATH
M.BR,
MASTER BEDROOM
MDR.
MASTER DRESSING
PAN.
PANTRY
PDR.
POWDER ROOM
RTR.
RETREAT
SER.
SERVICE
STO.
STORAGE
W!R
WARDROBE
94.14
WALKAN OLOSET
CODE ABBREVIATIONS
U.B.G.
UNIFORM BUILDING CODE
U.M.G.
UNIFORM MECHANICAL CODE
U.P.G.
UNIFORM PLUMBING CODE
N.E.C.
NATIONAL ELECTRICAL CODE
B.O.C.A.
NATIONAi. BUILDING CODE
SYMBOLS
I
ARCHITECTURAL I
WOOD OR METAL STUD WALL. NON --RATED
WOOD OR STUD WALL. THERMAL OR SOUND INSULATED
TlTZ"1`�l"77.Z BRICK OR CONCRETE BLOCK WALL OR VENEER
PRE --CAST OR POURED--IN—PLACE CONCRETE WALL
'g WOOD, FINISH, 3/8" OR LARGER SCALE DETAIL
WOOD, ROUGH, CONTINUOUS MEMBER, 3/8" OR LARGER SCALE DETAIL
WOOD, ROUGH, NON --CONTINUOUS MEMBER, 3/8" OR LARGER SC. DETAIL
MINERAL WOOL OR F113ERGLAS BATT INSULATION
DIFFERENTIAL IN FLOOR LEVELS OR FINISH SURFACE
NO
FURRED CEILING OR SOFFIT AT HEIGHT SHOWN. 2 X 4 0 16" O.C.
UNLESS OTHERWISE SHOWN ON THE DRAWINGS
ELECTRICAL NOTES
-E ~
SURFACE MOUNTED CEILING LIGHT FIXTURE
4
RECESSED LIGHT FIXTURE
HANGING LIGHT FIXTURE
VP.
RECESSED LIGHT FIXTURE W/ VAPORPROOF LENS COVER
WALL MOUNTED LIGHT FIXTURE
�-U -
SURFACE MOUNTED FLUORESCENT FIXTURE / UNDER CABINET
LIGHT FiXTURE
RECESSED FRACTIONAL HP EXHAUST FAN, SWITCH CONTROLLED
RECESSED COMBINATION LIGHT/EXHAUST FAN, SWITCH CONTROLLED
120V DUPLEX CONVENIENCE RECEPTACLE
220
240V SINGLE CONVENIENCE RECEPTACLE
T
120V DUPLEX CONVENIENCE RECEPTACLE, SWITCH CONTROLLED, 1/2 HOT
Z3�)=
120V, DUPLEX CONVENIENCE RECEPTACLE INSIDE CABINET
WP.
120V, WEATHERPROOF DUPLEX CONVENIENCE RECEPTACLE
120V, GROUND FAULT CIRCUIT INTERRUPTER {GFCI) DUPLEX
= #=
WP.
120V, WEATHERPROOF G.F.C.I. DUPLEX CONVENIENCE RECEPTACLE
Q
120V FLOOR TYPE DUPLEX RECEPTACLE, W/COVER
SINGLE POLE LIGHT SWITCH
THREE-WAY LIGHT SWITCH
--E-�-
FOUR-WAY LIGHT SWITCH
---Q
PH.
TELEPHONE JACK
-Q
TV.
TELEVISION ANTENNA / CABLE JACK
�s
P.B.
PUSH BUTTON FOR DOOR CHIMES OR GARAGE DOOR OPERATOR
«r
DOOR CHIMES
THERMOSTAT, VERIFY LOCATION WITH HEATING & A/C LAYOUT
JUNCTION BOX, WITH COVER OR ADAPTOR AS REQUIRED
SMOKE DETECTOR, ICBO APPROVED, CEILING MOUNTED, HARD WIRED
AND W/ BATTERY BACKUP
CEILING FAN JUNCTION BOX, WITH COVER OR ADAPTOR AS REQUIRED
SECURITY SYSTEM MASTER UNIT
MECHANICAL &PLUMBING
FD FLOOR DRAIN (FD) OR AREA DRAIN (AD), AS NOTED
0 RD ROOF DRAIN (RD)
HB HOSE BIB (HB)
HB HOSE BIB WITH SHUT OFF VALVE (HB/SOV)
FG FUEL GAS OUTLET (FG)
LOOSE KEY VALVE (KEY)
L W
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{
MANDATORY C RY REQUIREMENTS
MANDATORY MEASURES CHECKLIST: RESIDE MF-IR
Note Lowrise residential bulldin s 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.
Instructions: Check or initrot applicable boxes when completed or enter N/A if not Applicable.
DESCRIPTION
DESIGNER
ENFORCEMENT
.Building Envelope Measures:
150(a): Minimum R-19 Ceiling insulation.
X
150(b): Loose fill insulation manufacturer's labeled R--Volue.
X
150(c): Minimum R-13 Wall insulation in wood framed wolfs or equivalent U-factor in metal frame wails
(does not apply to exterior mass walls).
X
150(d): Minimum R-19 raised floor insulation in framed floors.
X
150(l) : Stab edge insulation - water absorption rote no greater than 0.3 X, water vapor tronsmission rate
ho. greater than 2.0 perm/inch.
N/A
118. Insulation specified or installed meets insulation quality standards. Indicate type and farm.
X
116- 17: Fenestration Products, Exterior Doors and Infiltrotion/ExOttrotion Controls.
1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage.
2. Fenestration products (except field -fabricated) hove Lobel with certified U-foctor, certified Solar Heat
Gain Coefficient (SHGC), and infiltration certification.
3. Exterior doors and windows weatherst6pped; all joints and penetrations caulked and seated.
X
150(g): Vapor barriers mandatory in Climate Zone 14 and 16 only.
N/A
150(f): Special .infiltration barrier installed to comply with Sec. 151 meets Commission quality standards.
N/A
150(e): Installation of Fireplace, Decorative Gas Appliances and Gas togs.
1. Masonry and factory -built fireplace 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 pilot lights allowed.
X
Space Conditioning, Water Heating and Plumbing System Measures:
100-111 HVAC equipment, water heaters, showerheads and faucets certified by the Commission.
X
150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA.
X
150(i): Setback thermostat on all applicable heating and/or cooling systems.
X
1500).- Pipe and tank insulation
1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with
insulation having an installed thermal resistance of R-12 or greater.
2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater) .
3. Sack -up tanks for solor system, unfired storage tanks, or other indirect hot water tonks have R-12
external insulation or R-16 combined internol/external insulation.
4. Ali buried or exposed piping insulated in recirculating sections of hot water system.
5. Cooling system piping below 55 degrees insulated.
6. Piping insulated between heating source and indirect hot water tank.
X
150(m): Ducts and fans
1. All ducts and plenums installed, sealed and insulated, to meet the requirements of the 1998 CMC section
601, 603, and 604 and standards 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 that meets the applicable requirements of UL181, UL181A, or U11818 .
If mastic or tog is used to seal openings greater than 1/4 inch, the combinotiort of mastic and either
opening
mesh or to a s�ioil be used. Building coy shall not be used for cony ying conditioned air. Joints and
seams of duct systems and their components shall not be seated with oath bock rubber addhesive duct
tapes unless such tape is used in combination with mastic and drowbonds,
2. Exhaust fan systems have backdroft or automatic dampers.
3. Gravity, ventilating stems serving conditioned space hove either automatic or readily accessible,
manually operated campers.
X
114. Pool and Spa Heating Systems and Equipment.
1. System is certified with 78 % thermal efficiency, on -off switch, weatherproof operating
instructions, no electric resistance heating and no pilot light,
2. System is installed with:
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.
N/A
115. Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances hove no
continuously burning pilot light. (Exception: Non-electricol cooking appliances with pilot <150 Btu/hr)
X
bighting Measures:
150(k)1.: Luminaries for general lighting in kitchens shall hove tamps with an efficacy of 40
lumens/wott or greater for general lighting in kitchens. This general lighting shall be
controlled by a switch on a readily accessible lighting control panel at on entrance to the kitchen.
X
150(k)2.: Rooms with a shower or bathtub must have either at least one luminoire with tamps with an
efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to
this requirement allowed in Sec 150(k)2, and recessed ceiling fixtures ore IC (insulation cover} approved,
X
c14.8 General Requirements
05.&1 Notes to be placed on the plans:
c16.8.1.1 Maintenance Information. The -builder shall provide to the building owner at occupancy maintenance information for all features, materials, components, and manufactured
devices that require routine maintenance for efficient operation. Required routine maintenance actions shall be clearly stated and incorporated on a readily accessible label.
The label may be limited to identifying, by title. and/or publication number, the operation and maintenance manual for that. particular model and type of feature, material,
component, or manufactured device.
07.8.1.2 After installing wall, ceir'mg, or floor, insulation, the installer shall make available to the enforcement agency or post in a conspicuous location in the building a certificate
signed by the instoller storing that the installation is consistent with the plans and specifications described in Section 10-103(o)2.A and for which the building permit was
issued and conforms with the requirements of Part 6. The certificate shall also state the manufacturer's name and material identification.
CERTIFICATE OF COMPLIANCEr RESIDENTIAL Page 1 CF-1R
Project-Title..........-ALTERED-UNG RESIDENCE Date..12/24/04 Ili 50116
Project Address........ 1210 N MAR-LES DRIVE - -----------_____
SANTA ANA *v6.01 _ ____ _ I
Documentation Author... Christopher S, Leighton WN)&X - d __ it # I
Terry Engineering ------
la;
190 E Main St Ste 150 1 PlanDate I
Tustin, CA 92680 I - I
<714) 838-1124 1 FieldCheck/Date I
Cttmate Zone.,,,,..F... 08 ----------------.. -
Compliance Method...... MICROPAS6 v6,01 for 2001 Standards by Enercomp, Inc.
_-_--_-__-_____
I MICROPAS6 v6,01 Flle-SO409000 Wth-CTZ08S92 Program -FORM CF-1R I
I User#-MP0206 User -Terry Engineering Run -ALTERED UNG RESIDENCE I
GENERAL INFORMATION
CERTIFICATE OF COMPLIANCEr RESIDENTIAL Page 3 CF-iR
Project 1tte.......... ALTERED UNG RESIDENCE Date,.12/24/04 11150116
1-Mw- MICROPAS6 v6.01 F1le-SO409000 Wth-CTZ08S92 Program -FORM CF-1R I
I User#-MP0206 User -Terry Engineering Run -ALTERED UNG RESIDENCE I
_______.._______________________________________________________________________
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, When this certificate of comptlance is
submitted for a single but plan to be built in muttipte orientations,
any shading feature that is. varled is indicated in the. Special Features
Modeling Assumptions section.
Conditioned Floor Area.....
2420 sf
DESIGNER or.OWNER
DOCUMENTATION AUTHOR
Building Type ..............
Construction Type .........
Single Famity Detached
Existing Plus Alteration
Name..,,
- -_______________
Name.... Christopher S. Leighton
Bultding Front Orientation.
Front Facing 135 deg(SE)
Company.
MONTE UNG
Company. Terry Engineering
Number of Dwelting Units...
1
Address.
1210 N MAR-LES DRIVE
Address. 180 E Main St Ste 150
Number of Stories..........
2
SANTA ANA CA 9R706
Tustin, CA 92680
Floor Construction Type....
Raised F toor
Phone...
(310) 408-1607
Phone... (714) 838-1124
Glazing Percentage.........
15.7 X of floor area
License,
_________________________
Average G iaz i ng U-factor...
Glazing SHGC.......
AverageS
1.18 Btu/hr-s-F
0.77
S I fined; .
-------------------------
.
I gned..
Average Ceiling Height.....
8 ft
( date)
(date)
BUILDING. SHELL INSULATION
ENFORCEMENT AGENCY
:.
Component
--
Frame Cavity Sheathing
-Tota t��Assemb ty
Name, . , ,
.,_ _e? BW*?..._
Type
Type R-value R-value
R-value U-factor Location/Comments
Title..,
-__ Q � ?�_-#-----�:__
____________
_______------- --------
------- ------- ------------------------
Agency,.
Twtn,Ca. 92780
"-
Roof
n/a R-19 R-n/a
R-19 0.051 Attic Ce i t i ng
Wall
n/a R-0 R-n/a
R-D 0.386 Existing Ext W
Phone. ..
_ ______ __
r
Watt
n/a R-13 R-n/a
R-13 0.088 New Ext Wall
t
Watt
n/a R-13 R-n/a
R-13 0.083 New Gypboard W
S I fined...
Watt
n/a R-0 R-n/a
R-0 0.322 Existing Gypbo
(date)
FtoorExt
n/a R-0 R-n/a
R-0 0,239 Existing Floor
Floor
n/a R-0 R-n/a
R-0 0,097 Existing Floor
Floor
n/a R-13 R-n/a
R-13 0.046 New Floor Over
StabEdge
n/a R-0_ R-n/a
F2=0.550 At Garage
FENESTRATION
Over -
Area
U_
Interior
Exterior
hang/
Orientation
(sf)
Factor
SHGC
Shading
Shading
Fins
Door
Front
(SE)
40.0
1,250
0. 800
Standard
Standard
None
Window
Front
(SE)
32,0
1,280
0,800
Standard
Standard
None
Door
Right
(E)
20.0
0.990
0,740
Standard
Standard
None
Window
'Back
(NW)
16.0
1,280
0.800
Standard
Standard
None
Door
Back
( NW)
40.0
1.250
0.800
Standard
Standard
None
CERTIFICATE OF COMPLIANCE=-lRESIDENTIAL---------------'-Page -2-----�-�-MCF-1R
Project Title.......... ALTERED UNG RESIDENCE Date. . 12/24/04 1It501116
I MICROPAS6 v6,01 File-SO409000 Wth-CTZ08S92 Program -FORM CF-1R I
I User#-MP0206 User -Terry Engineering Run -ALTERED UNG RESIDENCE I
FENESTRATION
------------
Over-
Area '
U-
Interior
Exterior
hang/
Orientation
(sf)
Factor
SHGC
Shading
Shading
Fins
Window
Back
(NW)
24.0
1.280
0,800
Standard
Standard
None
Window
Front
(SE)
16.0
1.280
0,800
Standard
Standard
None
Window
Front
(SE)
16.0
1,280
0,800
Standard
Standard
None
Window
Front
(SE)
12. •0
1.280
0.800
Standard
Standard
None
Window
Front
(SE)
16.0
1 -280
0,800
Standard
Standard
None
Window
Right
(NE)
16.0
1, 280
0,800
Standard
Standard
None
Window
Right
(NE)
4.5
1.280
0.800
Standard
Standard
None
Window
Right
(NE)
16.0
1.280
0,800
Standard
Standard
None
Window
Back
(NW)
16.0
1,280
0.800
Standard
Standard
None
Window
Back
( NW)
16.0
1.280
0,800
Standard
Standard
None
Door
Back
(NW)
20.0
0.990
0,740
Standard
Standard
None
Sky t i ght
Horz
8.0
0.940
0,590
None
None
None
Sky t i ght
Horz
8.0
0,940
0,590
None
None
None
Window
Front
(SE)
6.0
0.870
0,700
Standard
Standard
None
Window
Back
C NW)
12,0
0,870
0.700
Standard
Standard
None
Window
Left
(SW)
20.0
0,870
0,700
Standard
Standard
None
Window
Left
(SW)
6.0
0,870
0.700
Standard
Standard
None
HVAC SYSTEMS
Refrigerant
Tested
ACCA
Equipment
Minimum
Charge and Duct
Duct
Duct
Manual
Thermostat
Type_____
Efficiency-
-- Airflow Location
R-value
Leakage
-_DType
___
-- -__
___
Furnace
0,780 AFUE
n/a Attic
R-4.2
No
No
SetBack
ACSplIt
10,00 SEER
No Attic
R-4.2
No
No
SetBack
WATER HEATING SYSTEMS
Number Tank External
In Energy Size Insulation
Tank Type Heater Type Distribution Type System Factor (gat) R-value
____________ ___________ ___________________ ______________ ______--- _______
Water Heater to meet minimum CEC Standards
A:r
1
UPOI* COMPLETION OF CONSTRUCTION, C13NTRACT13R SHALL
OBTAIN CF-6R FORMS FROM THE CALIFORNIA.ENERGY
COMMISSION AT# www,energy.co.gov/ti'-t(e24
(CLICK TO FIND RESIDENTIAL COMPLIANCE � FORMS)
THESE: FORMS SHALL BE COMPLETED, SIGNED AND POSTED
ON THE JOB SITE FOR THE PERUSAL OF THE INSPECTOR
PRIOR TO FINAL INSPECTION.
REVISiONIS
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Data
12-29-2004
scars
AS NOTED
Drawn:
CL
Chedsad:
JT
Plot Date:
12-29--2004.
.rat: Nos
040900
sheet:
T- 24
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C44
45'-G'1
ll*-4"
15'-10"
EXISTING FIRST FLOOR"' t ADDITION
2'-0
X-10"
tit'-10"
OFLOOR PLAN OTE5
1. W-O" TUB/SHOVER. Al WATER RESISTANT WAINSCOT TO '12"
ABOVE DRAIN U.N.O. PROVIDE SHOWER CURTAIN ROD U.N.O.
2. 2xb STUD WALL.
S. FLAT SOFFIT. SEE PLAN FOR HEIGHT.
4. IWX24" CRAf^I SPADE ACCESS
S. EXISTING DOOR TO BE REMOVE
AND PATCH TO MATCH EXISTING
b. PROVIDE A 16" HIGH WD. PLATFORM FOR WIH OR F.A.U. PROVIDE
COMBUSTION AIR TOP AND BOTTOM AND RETURN AIR GRILLS OR
DUCT AS $MOWN ON HEATING PLAN AS REQ'D FOR F.A.U. ONL'I''.
IF F.A.U. AND W!H ARE SIDE 1:3Y SIDE PROVIDE A "T" PLUM13INS
FITTING AT F.O. AND A COMBO. `B° VENT CONNECTION FOR. DBL,
USE OF MUIPMENT. VERIFY)
'1. S" VIA. BUMPER PIPE ft" H16H Wl MIN. 12" EMBEDMENT.
8. TEMPERATURE 4 PRESSURE RELIEF VALVE.
`I. DRYER VENT (MAX. 14 ft. LENGTH INCLUDING (2) 410 DEGREE
ELSONS. PER U.M.G. 904.5.
10. PROVIDE WATER 6 WASTE FOR WASHER.
It. PROVIDE SMITTY PAN YV DRAIN BENEATH WASHER.
12. 50" X 90" ATTIC ACCESS PANEL PER
19. EXISTING SKYLIGHT.
GEMERAL PLAN NOT " 5
I . ALL INTERIOR DOORS TO BE HOLLOW CORE 1 9/0" THK. U.N.O.
(SEE PLAN FOR SIZE). AT DOUBLE INTERIOR DOOR CONDITIONS
PROVIDE DEADBOLT AT TOP OF INACTIVE DOOR.
2 , BUILDER SHALL VERIFY Wl WINDOW MANUFACTURER THAT ALL
ESCAPE OR RESCUE WINDOWS SHALL. HAVE A MINIMUM NET CLEAR
OPENABLE AREA OF 5.1 SQUARE FEET. THE MINIMUM CLEAR
OPENASLE HEIGHT DIMENSION SHALL BE 24 INCHES. THE MINIMUM
NET CLEAR OPENASLE WIDTH DIMENSION SHALL BE 20 INCHES
AND HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44 INCHES
ABOVE THE FLOOR. (PER C.B.G. $10.4). WINDOWS NOT MEETING
THESE REWIREMENTS SHALL BE BROUGHT TO THE IMMEDIATE
ATTENTION OF THE ARCHITECT.
WALL LEQEND
NEW WALL
EX1SrO WALL
WALL TO BE REMOVE :. — :— — — — — — - — — ._ — —
80, FV TAGS
EXISTIG FIRST FLOOR
1313
EXISTIG SECOND FLOOR
1101
EXISTIG TOTAL
2420
EXISTIG MARACA
15501
EX15T'G DECK
163
NOTE: FINISHED SQUARE FOOTAGE CALCULATIONS
FOR THIS HOUSE WERE MADE BASED ON PLAN
DIMENSIONS ONLY AND MAY VARY FROM TIME
FINISHED SQUARE FOOTAGE OF THE HOUSE AS BUILT.
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FLOOR PLAN NOTES
1. V-0" TUB/SHOWER Vil 1,04ATER, RESISTANT WAINSCOT T012"
ABOVE DRAIN U.N.O. PROVIDE SHOVeR GVRTAIN ROD U.N.O.
2. 2x6 STUD WALL.
S. FLAT SOFFIT. SEE PLAN FOR HEIGHT.
4. 161IX2411 CRAW 6PAorz ACCESS
S. EXISTING POOR TO BE REMOVE
AND PATCH TO MATCH EXISTINO
4
6. PROVIDE A la" H16HY0. PLATFORM FOR K44 OR F.A.U. PROVIDE
COMBUSTION AIR, TOP AND BOTTOM AND RETURN AIR GRILLS OR
Vt4T AS SHOAN ON HEATINSS, PLAN AS REO'D FOR. F.A.U. ONLY.
IF F.A.U. AND K44 ARE SIDE 13Y SIDE PROVIDE A"T" PLUMBING
FITTINGS AT F.O. AND A COMBO. IS' VENT CONNECTION FOR 05L.
USE OF EQUIPMENT. (VERIFY)
"1. 5" 01A. BUMPER PIPE 36" H149H K/ MIN. 12" EMBEDMENT.
6. TEMPERATURE 4 PRESSURE RELIEF VALVE.
q. DRYER VENT (MAX. 14 ft. LENGTH INCLUDING (2) 410 DEGREE
r 151-50M. PER, U.M.C. 504Z.
10. PROVIDE KATER if WASTE FOR. WASHER.
11. PROVIDE SMITTY PAN K/ DRAIN BENEATH WASHER.
30" ATTIC, AC4WS PANEL PER
IS, EXISTIN& SKYLIGHT.
(E) DECK
GENERAL PLAN NOTES
I . ALL INTERIOR DOORS TO BE HOLLOW CORE 1 3/6" THK. U.N.O. 4
(SEE PLAN FOR SIZE). AT 0OLOLS INTERIOR DOOR 00NOITION5
PROVIDE DEADSOLT AT TOP OF INACTIVE DOOR.
2. BUILDER SHALL VERIFY' YV WINDOW MANUFAC.T1,JRER, THAT ALL
ESCAPE OR RESCUE NINDOVe SHALL HAVE A MINIMUM NET CLEAR
OMNASLE AREA OF 5.1 SIMARE FEET. THE MINIMUM CLEAR
OnNASLE HEIGHT DIMENSION SHALL SEE 24 INCHES. THE MINIMUM
A NET CLEAR OPENABLE WIDTH DIMENSION SHALL BE 20 INCHES
AND HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44 INCHES
�11T
ABOVE THE FLOOR. (PER C.B.C. ZIO.4).$NINPOAS NOT MEETINGS!
THESE REOVIREMENTS SHALL SE OROUOHT TO THE IMMEDIATE
ATTENTION OF THE ARCHITECT.
(E) BEDROOM (E) BEDROOM
Uj6LL LgQEND
(E) NEW WALL(E) FAMILY
BTAT EXIST16 WALL
41-4
0 WALL TO ME REMOVE
101%
I (E) HALL
Tel ROOM
2
TECH CENMR
BEDROOM I ILAUNDRY
/A W-I" CL(5 q IIAl
A A
A
AALK-114-CoLOSET I I
a,.v CLo I
lk 5k
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20'-W tf 20'-Ou
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EXITING SECOND FLOOR t ADDITION
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UTILITY LEGEND
WRFA<.,E MOU141W GEILINO LIOHT FIXTURE
WALL MOUNTED LIGHT FIXTURE
RECE55ED 1-I014T FIXTURE
I20Y DUPLEX CONVENIENCE RECEPTACLE
agr= 220 240V 51NOLE CONVENIENCE RECEPTACLE
f1/2' T I20y DUPLEX GGNVENI. hiGE RECEPTACLE,
SWITCH CONTROLLED, 1/2 HOT
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RECEPTACLE
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DUPLEX CONVENIENCE REGEPTAGLE
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RECEPTACLE
-- -- SINGLE POLE 1_10HT 'SY41TOH
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--- PSI. TELEPHONE JACK
W. TELEVI5ION ANTENNA t CABLE JACK
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i PREVENTION DEVICE AT ALL HOSE 51555. U.P.G. 603.4.1.
(E) FAMILY (E) 2. 5HOYi AND TUB-SHOYeR C.OMSINATIONS SHALL BE
BAT PROVIDED YV INDIVIDUAL CONTROL VALVES Cif" THE
PRESSURE DAL.ANCE OR THE THERMOSTATIC MIXING
VALVE TYPE. U.P.c. 420.
r �
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L-J61
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I . FASCIA SOARD. SEE ELEVATION.
2. SARGE BOARD. SEE ELEVATION.
S . ROOFING MATERIAL., REFER TO ROOF PLAN NOTES.
4. ROOF SHEATHING.
5 . 2X ROOF RAFTERS.
6. 2X CEILINO JOISTS.
I. R106E SOAR.E MEAM.
a. EXISTING DROPPED SEAM.
q . HEADER.
10. DOUBLE 2X TOP PLATE AT EXTERIOR d REARING WALLS.
11 . 2X FLOOR JOISTS.
12. FLOOR SHEATHING.
13 0.1. FLASHINro.(ROOF TO WALL)
14 6.1. FL.ASHINC AND SADDLE / CRICKET.
15. 2X SOLE PLATE.
16. 2X P.T.D.F. SILL PLATE.
1'7. 2X4 STUDS.
ID. 2X SLOCKIN0.
14. 2X6 STUDS.
20. FIt3ERBATT INwLAT14N-SEE ENERGY COMPLIANCE SHEET.
21 . 5/8" e5YFSUM WALL DOARD
22. 1/2" CvYPSUM WALL HOARD
25. EXTERIOR FINISH, REFER TO ELEVATION$.
GENERAL SECTION NOTES
1. REFER TO STRUCTURAL ENGINEEF»* DRAW1NOS, DETAILS AND
NOTES FOR INFORMATION NOT SHORN HERE.
2. SECTIONS REFLECT THE "A" ELEVATION U.N.O.
3. ROOF SLOPES) AND OVMF;tHANG(S) MAY VARY PER ELEVATION.
REFER TO THE ROOF NOTES AND ROOF PLANS AT EACH
ELEVATION FOR MORE INFORMATION.
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GALVANIZED METAL STRAP s} � �
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SEE NOTES.
SEE NOTES:
EARARCHTiI•IDIWAKE STRAPPING �
ATTACH A SILL STRIP OF FLASHINS MATERIAL
AFTER SILL STRIP 19 IN PLACE ATTACK JAMS
PRODUCT
AT LEAST 12" WILM WIT'If THE TOP ED6E EVEN
WITH me 'TOP W&E OF me RAO SH SOLL, EXTMO
STRIPS (510E OF OPENING) AT LEAST
12" WIDE WITH IMSIDE E06E Of FL.ASHIN6
la 16* Hr. MIN, AM PLATFORM
THIS SILL STRIP AT LEAST 14" BEYONP
PLUEW KTH IW49E OF WiKL>OA OPr:NIN&.
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1
THE EDGE OF TI•E ROU67 f OPENING FOR
O^OIMDOW ATTACH FLA$fIING WITH GALVANIZED
START JAMB STRIPS i SEE M# TtM SILL,
STRIP AND EXTDV .LAMB STRIPS 12' ABOVE
kf AATER TIGHT PAN BENEATH
�
REFER ra STRUG7.
ROOFING NAILS cM OR *T•RESISTAMT STAPLES.
1M LONIM WOE OF T HE= BAITER (TOP
OF W1MDOr{ OPENIms).
YYATER #•#EATER WITH DRAIN
TO EXTERIOR PER G.P.G. 51a:7 1I iI
ii II
SEE: Raai` NOTES
>5. FOR 51�1fEAR
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FOR DIMENSION
RUIE� EMENTS.
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I1/20/00
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11r20/00
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Be A7 POINTS Y�E#TH#N THE �
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ONE-THIRD (1/0) OF ITS VERTICA€.
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DIMENSIONS, AT THE LOYeR POINT
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:::
2X RAFTERS 0 16" C?G. Z3
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SHALL SE MAINTAINED ABOVE„, THE
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2X6 FRAMINC,
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UNDERLAYYMENr
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DATA^} LINOS). INSTALL S EEDIN& C �
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26 6A C..€. DRIP
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OF NATER-PZ5I5TANT PAPER (6, G, ETG.E
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12" HIM.
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ASPHALT
M.A.
FASHOON, PAPER SHOULD " C.0RnNUCt1 V_Y
PER AR
OYER WAP WITH NO SPLICES ABOVE KI VOK
NOTES. SECTION 1402,2 , UNIFORM; BUILDINS CODE LIMJw WORE, "4EN USED AS BACKING TO WPPORT
---
GALLS FOR FLA06, OF ALL EXTMfOR OPEN11,165 WATER-RESISTANT BUILIPIN6 PAPER OR FELT
EXPOSED TO P+it'ATH9R TO MAKE THEM AEATHM SENiATH LAT44 FOR STL"O SHOVED Be INSTALLW
EE ROOF NOTE
PROOF. sit" U.S.C. DOES WT OUTL1w ACCO 1145 TO INIAWRY STANDARDS AND PRACTf rZ.
0* MAX.
PROC.EMM-S FOR WINDOA FL.ASHIM6, TV-1*1100-B NO ATTAC IM1W DEVICE NOR THE WORE BA44M6
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4" MIN.
4" MIN.
---
REFER TO STEwcs.
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CA" BACK OF WINDOW PRAbMS SMORE WTTIMG,
6" MAX.
6" MAX.
ALL COMPONENTS AND
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COMPLY Y4111H
26 &A. W. FLASHIN& REWIRED AS SHOWN IN
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SHMT METAL CGNTRAGTOR. 11/20/00
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Y41NDOIN FL.ASHIN(9 INSTALLATION
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STAPLED TO BACK OF
6 5/$" cIIX PLYWOOD
BEHIND FLANGE:
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VENT BLOCK HOLES 1° r'j
PASS 6EINAY - 20`-•0" MAX TRAVELFOR
DISTANCE(SEE
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PASR OIP' FLASHING
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LIGHTING FIXTURE GONTROLLW BY
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2X PAVE BLOCK (SEE
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ENERGY CALCULATIONS p�t1� 5 4 6
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PROVIDE APPROVED
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2
EAVE BAFFLE 5E:TMEN
ROOF FRAMING MEMBERS CAT A T TRUSS
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("fRU55E:5 OF. RAFTERS)
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4. TRUSS FRAMED AREAS -• I VENT SL.00K AT EVERY THIRD SAY.
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$"
5. CONVENTIONALLY FRAMED SLOPED CEILING AREAS -• I VEE1r
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4/30/02
11/20/00
11/20/00
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4 12" OG, @ FIELD
NEW PLYWOOD NOTCHED
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ROOF SHT'& Ada OR 1.650
IIX T46 STARTER
DUE TO FIRE DAMA(9E)
0 32" OC, SN
BOARD
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DAMAGED JOIST
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WHERE OCCURS
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