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DETAILCONCRETEDECK DRAIN -LIGHTW EIGHT CONCRETE
SCALE: N.TS.
DECK DRAIN. ,. ..-.12"=1D
GA FILE NO.
GENERIC
I HOUR
—
dmn.nms..e�e
PC 1I10
FIRE
GYPSUM WALLBOARD, STEEL JOISTS,
vwa—la-
CONCRETESLAS
Flre Design:
_
.oar rlo nnnlr
One layer IT type X gypsum waNbuartl de gypsum veneer base
app0ed at dgM angles to d1 r1 Uennels 2C e.c. wish I'
S screw lT o.c. in field Gypsum buartl enE folnls localetl
nnwv`Menx""
Type
Nway between wnwuous chal and attached! to atltlibnvl
`.
R0. of Osnnel 52" Iang witascrews 8" o c Funilg dlennels
bed to open web stool Isles 24"o.c suppoNng WB"rib melel _
APp
4
CNIIIgWeiSt. 2w1(5e1
am - deep SO 6" d28 ga. corrugated steel and 2" Concrete slabnes
sorted been top el plead, (Pasant SO minutes lest restrainetl
v
eM unrestrained) FlreTesi: ULPZH751,
UL Oesgn G5O2
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2023-0a01
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EX RIOR
DETAILS
A-14.3
O
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a
rem
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7r-e'
13'-3' 31'-P 2y-5• +•-S• / -T
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_ WIC
BENCH R
1356, 341 -d 1
-� 359I
b ��36B
2 14i 228 LJ i
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ro MASTER BATH-� Y 1 ` MASTER CLOSET
11 360 2 6F21711
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366 \ K MASTER
BEDROOM '
I SL2%� ESL 2% SL2%--j
i II /
388 \ I
21
3 N 14.
1 i 2-5' 1'-1012'
:1 LAUNDRY I 351
21
EQ EQ AUGNW.WALLSO-m b (�223
1 4 -
� L__ 934335936 1 OPENED
MEOW,
I'•'"1
F y W ,� r � \\//
BFJRiOOMNi 29'-1C 4'-10' I tYer Wes19'.15 21 � 213 d -- ---�-
_ 387
WLLLWAY
358 T# ® 330
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220 L206]
BUILT IN _
66d� 212
IW2+1 a ..-...
359 BATHROOM #3 a BEDROOM#2
(216 BATHROOM #2 21t
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AS.D 2
7.
SECOND FLOOR PLAN
KEYNOTES
IN CEILING -PROVIDE POWER, AN
ROVIDE DAM'ERS WREN PENETR
DEISGN BUILD BY CONTRACTOR
O
O
BACKING MIN. TV
O
�K
I
GENERAL NOTES
ISSUED FOR:
PLAN CHECK
NNG AS FEW. R BY MFGFIRE
1 HR. WALL OR CEILING.
1. THIS PROJECT SHALL COMPLY WITH TITLE 24 AND THE LATEST EDTIGJ OF THE
C.R.C., C.M.C., C.P.C. & C.E.C.
2 ASEPARATE PERMIT IS REQUIRED FOR ALL FENCES, WALLS, ETC.
D PROJECTIONS, INCLUDING EAVES MAY NOT EXTEND BEYOND CLOSER THAN 24•TO
PROPERTY LINES
TIGHT. 4' MAX SPHERE OPENING.
VIER
:D BY OWNER
TEDBYOWNER
I.m:R12[F 3 A
CERTIFICATES OF INSTALLATION ICF21RI4 V, C1F R4-TG AND
CF2RWECH SHALL BE COMPLETED BY THE APPLICABLE
CONTRACTORS INSTALLING ENERGY FEATURES. WHEN
COMPLIANCE REQUIRES HERS FIELD VERIFICATION AIGKOR
TESTING, ALL CF2R FORMS SHALL BE SUBMITTED ELETRONICALLY
O TO AN APPROVED HERS PROVIDER DATA REGISTRY.
CERTIFICATE OF VERIFICATJON (CF3R) SHALL BE COMPLETED,
REGISTERED AND SIGNEDICERTIFIED BY THE HERS RATER. THE
REGISTERED CM FORM SHALL BE MADE AVAAABLE TO THE
BUILDING DEPARTMENTAND BUILDER.
CALGREEN - FLOW RATE STANDARDS
1. SNGLE3HOWERHEADS: 2.0 GPM®BRP51
2, MULTIPLE SHOWERHEADS: COMBINE FLOW 20 GPM @ aRFSI
3. LAVATORYFAUCETS: 1.2 GPM ® 60PSI
4. KITCHEN FAUCETS: 1.8GPM®60PS1
5. WATER CLOSETS: 1.28GALLONSIFLUSH'
6. WALL MOUNTED URINAL: 0.125GALLONS/FLUSH
7. ALL OTHER TYPES OF URINAL: 0.56ALLONS/FLUSH
1. Mx9uWe NngW ald dual M1pM1 wlbdmds wN A, elkWve ftM M d 139 gable dkIIs
IMM WANK Ain.19.2M21meFip" MM ntl ASME At 121914 bdmlfluM1 kim.
3. LrvMvy%N.N fl. a.. lma. 0.8,m. Apw,
AUTOMATIC IRRIGATION SYSTEMS CONTROLLERS SHALL BE WEATHER BASED
NO*TH
WAIF
WINDOWS & DOORS NOTES
DOORS AND WINDOWS
U-FACTOR= REFER TO SCHEDULES AND T24 DOCUMENTS
SHGC= REFER TO SCHEDULES AND T24 DOCUMENTS
ALL FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS.
REFER TO SHEETS ".0. T24.1. T242 & T24.3
4. EAVES OWMREQUkREDWINDOWS SHALL BE NOTLESS THAN WFROM THE SIDE&
REAR PROPERTY LINES.
S. PROVIDE MECHANICALVENTILATION OFSOCFM N BATHROOMS WATER CLOSET
COMPARTMENTS, LAUNDRY ROOMS AND SIMILAR ROOMS.
& DISCHARGE POINT FOR EXHAUST AIR SHALL BE 3 MN. FROM ANY MECHANICAL
VENTAATING INTAKES.
7. MINIMUM CEILING HEIGHT FOR HABITABLE ROOMS SHALL BE PER CROSS -SECTIONS
BUT SHALL NOT UNDER ANY CIRCUMSTANCE AVERAGE LESS THAN T-6'.
8. PROVIDE 3 CLEAR WIDTH FOR WATER CLOSET COMPARTMENTS AND 24•
CLEARANCE IN FRONT OF WATER CLOSET.
9. TEMPERED OR OTHER APPROVED SAFETY GLASS SHALL BE PROVIDED N THE
FOLLOWING LOCATIONS:
A GLAZING IN ALL DOORS
S. GLAZING ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE
GLAZING IS WITHIN 24. OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED
POSITION AND WHERE THE BOTTOM EDGE EXPOSED EDGE OF THE GLAZING IS
LESS THAN W ABOVE THE WALKING SURFACE
C. ANY OTHER GLAZING THAT MEETS ALL FOUR OF THE FOLLOWING CONDITIONS:
a EXPOSED AREA OF GLAZING EXCEEDS 9 SQUARE FEET
A, EXPOSED BOTTOM EDGE OF GLAZING IS LESS THAN IT ABOVE THE
FINISH FLOOR
c, EXPOSED TOP EDGE OF THE OF THE GLAZING 15 GREATER THAN 3C
ABOVE THE FINISH FLOOR
d. GLAZING IS LOCATED WITHIN 38' OF A WALKING SURFACE.',
10. GLAZING IN SHOWER AND TUB ENCLOSURES SHALL BE TEMPERED, LAMINATED OR
APPROVED PLASTIC (INCLUDING WINDOWS WITHIN S FEET OF TUB OR SHOWER
FLOOR).
11. WINDOW CONTROL OPENING DEVICE SHALL NOT REDUCE THE REQUIRED NET CLER
OPENING AREA OF WINDOW. R3122.2.2 SLEEPING ROOMS SHALL HAVE A WINDOW
!
OR EXTERIOR DOOR FOR EMERGENCY EXIT. SILL HEGHT SHALL NOT EXCEED N
'
INCHES ABOVE THE FLOOR. THE WINDOW MUST HAVE AN OPENABLE AREA OF AT
LEAST 5.75QUARE FEET WITH THE MINIMUM OPENgBLE WIDTH OF 20 INCHES ANO
THE MNNUM OPEN HEIGHT OF 24'. THIS SPECIFICATION TAIV:9 PRECEDENCE
OVER THE INFORMATION CONTANEO IN THE DRAW INGS.
AT ALL GOORS
LOCATED IN WALLS THAT ARE COMMON TO BOTH GARAGE AND WING AREAS.
13, PROVIDE AN RAISED PLATFORM FOR FAA, WATER HEATER, OR OTHER
:
DEVICE N THEE GARAGE WHICH MAY GENERATE A FLAME OR SPARK (NOT REQUIRED
AT GAS CLOTHES DRYERS).
14. PROVIDE A MINIMUM 2r z 30'
ATTIC ACCESS (W SO. IF FAU IN ATTIC).
15. GAS AND NON PIPING, IN WALLS, SHALL BE EFFECTNELV
RAVENTS
ACHFL FLOOR
GRAFT STOPPED AT EACH FLOOR OR CEILING.
16. CONVENIENCE OUTLETS IN BATHROOMS, KITCHEN COUNTER TOPS) WITHIN 6 FEET
OF KITCHEN SINKS, OUTDOORS, AND IN GARAGES (OTHER THAN LAUNDRY AND
SIMILAR EQUIPMENT) SHALL BE GFI PROTECTED PROVIDE FLUORESCENT GENERAL
LIGHTING IN KITCHEN PER CAC, TIRE
1
17. HOSE GIBES AND LAWN SPRINKLERS SHALL HAVE APPROVED BACKFLOW
-ASfD MChar
FOAL
PREVENTION DEVICES.
1xIFGry s.
MEIODDICV
18. PROVIDE MIXING VALVES AT SHOWERS PER UPC SEC. 909(G).
1 1
* A. dll t,
19. PROVIDE VENT FOR CLOTHES DRYER VENT. MAXIMUMHOREONTALANDVERTICAL
Ns NO. CJTPH ♦ I
71
LENGTH EQUALS 14 FEET WITH 2 OFFSETS (REDUCE LENGTH 2' FOR EACH
'9A, ratC'
ADDITIONAL BEND).
F Gf CALL I
1
W. WATER HEATER WILL COMPLY WITH THE U.P.C. FOR THERMAL EXPANSION
i
REQUIREMENTS.
j
ACM1ifed of Recol6
21. WATER HEATERS REQUIRE A MINIMUM RESIST HORRG4TAL
DISIELN3EMENT. USE MIN. MI
z 24 GA STRAPS WITH MIN. IN'. 3' LAG BOLTS
GA TRAPS WITH
'
DIRE At.
ATTACHED DIRECTLY TO FRAMING (UPC 510.5).
Vulkan Mchifech
22. PROVIDE 5A' TYPE GYPSUM BOARD ONL THE GARAGE SIDE OF COMMON WALLS
IM RochesfeTSf
BETWEEN THE GARAGE & WHO AREAS (INCLUDING ALL SOFFITS, ETC.). IN
Costa Meso, CA 92627 '
MULTISTORY BUILDINGS, 51W TYPE'X' GYPSUM BOARD IS ALSO REQUIRED ON THE
(949)612.7257 '
CEILING PLUS ALL POSTS AND/OR BEARS SUPPORTING UPPER FLOORS.
M. FRAMING MEMBERS EXCEEDO/C, PROVIDE RESILIENT CHANNELS AT IFO/C,
slMkan1
orchAecfs.com
1
FRAMING
PLACED PERPENDICULAR TO FRAMING MEMBERS.1
N. WATER HEATER WILL COMPLY WITH THE U P.C. FOR THERMAL EXPANSION
:
REQUIREMENTS.
U
25. MANUFACTURED WINDOWS SHALL HAVE A IASEL ATTACHED CERTIFIED BY THE
NATIONALFENESTRATIONRATINGCQUNCL(NFRC)ANDSHOWNGCOMPWWCE
V
WITH ENERGY CALCULATIONS
1
LLJ
26. CLOTH BACKED DUCT TAPE SHALL NOT USED AS THE SOLE CONNECTION FOR
MECHANICAL DUCTING. DUCT TAPE, AS A MINNUM, MEETING THE REQUIREMENTS
Y L
OF UL 181. 1BiA, OR 181E SHALL BE USED OR ADDITIONAL DUCT ATTACHMENT
_
DEVICES SUCH AS TIE WRAPS OR MASTIC WILL BE REQUIRED FOR INSTALLING
MECHANKA CUCTING.
S� ;
27.AMIN. 20 AMP. DEDICATED CIRCUIT IS REOD. FOR ALL NEW BATHROOMS B
1
U
LAUNDRY ROOMS.
R ARC FAULT CIRCUIT PROTECTION ALL 15820 AMP
CU"THT SUPPLY SLEEPING
BRAN CH GRCUffS THAT SUPFLYSLEEPING ROOM OUTLETS.
Q f
N. SMOIM DETECTORS SHALL BE PROVIDED TO PROTECT EACH SEPARATE SLEEPING
c
E
AREA AND BE A MINIMUM OF T4 AWAY FROM A DUCT OPENING.
30. SMOKE DETECTORS SHALL BE PERMANENTLY WIRED AND INTERCONNECTED, W/
BATTERY BACKUP POWER IN NEW CONSTRUCTION.
� f
31. INSULATION REQUIREMENT AS FOLLOWS:
a. FOR ROOF / CEILING RB0
E. FLOORJOIST R-0
e EXTERIORWALLS 1W10
u
U. INTERIOR WALLS =0
32. APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORKACTMRES
T
WERHNTHEPUBLICRIGHT-OF-WAY.
Z i
J
ME ACTYENCROACHMENT AGREEMENT IS REQUIRED FORALLNONSTANDARD
i
PRIVATE IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY.
Q
Q
u
0 J
W ° =
m
m ;
0 C
p C O 4
x
0
m U W o
Z o
z 0
L
WALL TYPES
EXTERIOR WALLS 81-HR RATED WALLS
FOX BLOCKS -MODULAR BLOCK-6' CONCRETE CORE AND 2 ST THICK EPS. PROVIDE I-
0 �
LAYER OF SIB' GYPSUM BD. ON INTERIOR SIDE AND EXTERIOR FINISH MATERIAL PER
u
EXTERIOR ELEVATIONS
f
WALLS
JOB NUMBER
2X METAL
MAL STUDS O.C. WITH LVERF SHE' GYPSUM BD. ON SIDE. PROVIDE
ZO23-0901 2
R-13 GATT INSULATIONIN STUD CAVITY. REF. SHEET A-14.1, BRACINGG DETAB.S.
L
DATE
INTERIOR PLUMING WALL
'
03/06/2024
2X6 METAL STUDS @ IT O.C. WITH 14AYER OF 50 GYPSUM SO. ON EA ME, USE W.R.
�
GYP. BD. (GREENBOARD) AT AREAS WITH PLUMBING FIXTURES, WE TIES BACKING BD, AT
SHEET NAME G
WALL WITH TILE WALL FINISH. PROVIDE R-13 BATT INSULITION IN STUD CAVITY. REF.
u
SHEET MIA, BRACING DETAILS.
SECOND FLOOR
PLAN
SHEET NUMBER
A-3.1
1/4" = 1'-0" I I
EXTERIOR WALL FINISH (STUCCO OR
! - INTERIOR FLOOR
VERTICALREBAR
CLASS WTESLA ROOF
SIDING), O/ GSM FLASHING. Cl WRIB
AS REQUIRED BY REMOVE INSIDE FACE OF FORM
CODE TO CREATE JOIST POCKET IF
8' STRUCTURALINSULATEDREPORT PANEL (SIP)
28 GAMIN. GSM FLASHING (ONE PIECE) F £
COMPOSITE DECK SYSTEM, REF.
HORIZONTAL
TIERED NECESSARY
MIN. R-24 PER T-2d REPORT
Ile f
STRUCTURAL
REQUIRED BY COW. STEEL ANGLE (POUR
DECK
TOP OF DECK EPDXY FINISH (OPTIONAL
CODE STOP) AS REQUIRED
TILE FINISH, Of MORTAR). O COMPOSITE
DECK SYSTEM PER STRUCTURAL
COMPOSITE STEEL
�- 2%SLOPE
FLOORIDECK-SLAB
:.' ��; TOP OF FLOOR
UPPER LEVEL FOX
a 0
Fn
BLOCKS
WATERPROOFING MEMBRANE OVER FLASHING
j'
INTERIOR FINISH
SEALANT
-___ _ __ _ -
EXTERIOR
FINISH
GLASS CLOTH TAPE
FIELD CUT ICE
EXTERIOR
FINISH
RAKE- NIGA COW. EXTRUDED s
FORM AS
REQUIRED
fOX BLOCKS
FLASHING, TYP. PAINTTO MATCH ROOF JOISTMR
JOISTPERSTRUCTUPAL
BUCK
- STRUCTURAL
t
JOIST Ma PLATE
_ _ _
WITH ANCHOREMBED,
ALUMINUM CLAD CEILING SYSTEM PER
IN
310 MIN. STEELJOIST PER STRUCTURAL
INTERIOR CASINO /
-
MANUF. SPEC., 1-HR RATING W/ 1l2'
R
SEARING ON
TRIM
TYPE %GYP. BD., Of RIGID FURRING _
CONCRETE CORE 16MINUTE THERMAL BARKER
-
ICF SYSTEM PER
CHANNELS PER GA FILE NO. F011III
WALL III 1YY MIN. GYPSUM BOARD)
FOX BLOCKS BUCK
STRUCTURAL
SPACER
AO HEREDSTONEVENEFR, -----
1
1
I
LOWER LEVEL FOX
BLOCKS
WINDOW FRAME /
ASSMBN PER MFG.
IIS GA®24°O.C.
STAULSOBE
SELECTED BY CLIEM- INSTALEPORT
JOISTPER STRUCTURAL
WHEN CAVITY
(SY D.C.O,C. WHEN CAVfrY IS INSULATED)
VENEER PER ESR REPORT --
1
T
INTERIOR FINISH
DECK WATERPROOFING
1 1/2"= V-0 21
ICF, COMPOSITE DECK 7
1"=1'-0"
16
EXTERNAL INSULATION FINISHING
SYSTEM (LIES) STUCCO, MIN, iS'
p-Y
STONE FINISH ON BOND
EXTERIOR FINISH AS SPECIFIED
NAILING FOX BLOCKS BUCK
- DOOR/WINDOW CPS BUCK,
COAT
FLANGE SPACER
FOX BUCK OR EOUAL.
53 DRAIN GRILLE
REMOVE 2X4 BUCK
TOPPING AS SPECIFIED
INTERIOR CASNO/
NOTESEAL OR FLASH ALOINT
BLOCKING
TRIM
CONNECTIONS WITHIN 3
AND CUT DRIP EDGE INSTALL TARS
ADJACENT TO THE BUCK
SEALANT'TVP'
NTOFOAM (FWISICOATAND
BACIffJi ROD yCOM ASSEMBLY
-
BASE COAT WITH
_
-- -__ __ = ___ _
,_• T
SEALANT
CRUSHED STONE
BACKERRODANDSEALANT MESH.)
4010,
MORTAR BED WITH
STOREFRONT HEAD
REINFORCING
EXTERIOR
'
FINISH FOX BLOCKS FORMS
WATERPROOFING
DOOR PER SCHEDULE
MEMBRANE
-
SLOPE 1?
TO DRAW.
SHIM SPACE
PMSUCK BLOCKING -
IS MUTE THERMAL
SIB" G.W.B.
BARRIER
CORNER BEAD FOX MOCKS
HOREOAR
ICF SYSTEM
AS SPECIFIED
FOX BLOCKS FORMS
WEEP HOLES
DOOR 61LL
VERTICAL REBAR AS
COJC. FLOOR IXt SIBFLOOR
SPECIFIED
BACKER ROD 8ANT. INTERIORFLOOR
SEALANT
RE DECK SYSTEM, REF.
METAL FLASHING COMPOSTRUCTURAL
srRucTURAL
iF
EXTERIOR DRAIN
3"=1'0"
27
ICF EXT. STIR. FRONT JAMB
11/2"=1'-0'
22
STEEL JOIST TO WALL
111/2"=V-0
17
ICF- WINDOW JAMB
111/2"=1-0
12
TOP OF DECK FINISH
-- 2%SLOPE
STUCCO FINISH
--- -- VENT PER PLAN, BOTTOM
CLASS ° A' TESLA ROOF
OF ALL OPENINGS SHALL
- HORIZONTAL
BE NO MORE THEN IT
INTERIOR . . ° ,'; •a REINFORCING
°
-..—_ - —RAILING CAP MANUF. SPEC.
S STRUCTURAL INSULATED
_
ABOVE GRADE MAX
SHEARNG-TAPE WREBAR
PANEL (SIP) MIN. R-24 PEI<
-
IFLOAT /PAINT ,-!, THRLFWALL
T-24 REPORT
-BRING GYP. DOWN TO
FOX BLOCKS ICF BASHING
SYSTEM SYSTEM
C.R. LAURENCE CO. SURFACE MOUNTED
SLAB
TEMPERED LAMINATED GLASS RAILING 47
DECK PER STRUCTURAL
Jan PER
• BASE PER ID
REINFORCING
ICF REINFORCG 7/B' STUCCO
HIGH MIN. LISTED ICC-ES EGW3B42 OR EQ.
STRUCTURAL
a WOODSUCK 0 VENEER
AITH GALVAN12E0 AN AND WATER
ALUMIUM REGLET-OUTSIDE CORNER
JOIST PER STRUCTURAL
SLAB OI4 ,.
SPIRAL NAILS INFLRRATION BARRIER
TRANSITION BY 'FRY REGLETT OR EQ.
- - - - - - -
n GRADE
. s 1 WRAPPED OVER
•' '.
ALUMINUM CEILING SYSTEM.
_.. „% ....,
COIINTERFLASHING
O/ 7M HAT CHANNEL, 20®A
- - - - -
EXT.
VERTICAL
GLASS CLOTH TAPE OICORNER REGLET
WHEN
GRADE
REINFORCING
CAVITY SINS INSULATED)
•
PRE-FNISHEO WE.
COUNTERFLASHNG
MENG SHOE ATTACHMENT PER MAUF.
JOIST PER STRUCTURAL
SPEC. W/ COW. CAULKING BEAD, W/ ML
NOTE: VENTTO HAVE
STEEL CHANNEL
WSA38X4- HILEl CARBON STEEL KWIK
_
CUSTOM COVER PROVIDE
HEAtSR-PRIME
I HUSF2 SIB• x 4' CONCRETE ANCHOR
FIBER CEMENT SHEATHING OVER 71W HAT 7/8 HAT CHANNEL, TS GA @ T4' O.C.
ALLOWANCE FOR A LASER
AND PANT
---\��
CHANNEL, 25 GA @ 2A° O.C.
CUT GRILLE
ASSEMBLYANNEl_
ASSEMBLYMEMBRANE
WATERPROOFING
°
JAMS
JAMS
BEYONOFRIME AND
OVER FLASHING
�
EXTERNAL INSULATION AND FINISHING INTERIOR FINISH
•
PALM
SYSTEM IFJFS) STUCCO, MIN. 1A'
METAL
TOP OF DECK EPDXY FINISH (OPTIONAL7
EXTRUDED METAL
_ CONCRETE
OVERHEAD
THE FINISH, O/ MORTAR), O/ COMPOSITE
TO
TTCCH
FOX BLOCKS ICF SYSTEM
FOOTING
DOOR AND
DECK SYSTEM PER STRUCTURAL
FLASHING
MAFLASHING
MATCH
TRACK
PPEERR6UNUF 9SPPECEiL-HRRSATI Gw/
FLOOD VENT
3/4" = T-0"
28
ICF EXT. OVRHD. GAR. JAMB
1 : 5
23
EXTERIOR SLIDING DOOR
1 vz°=r-o
j
TYPE X DYP. EW RIGID
F
FURRING CHANNELSPER GA FILE
U
`+
CONTINUOUS SEALAW
NO. FC1110
- _-
- OVERFLOW
T/B' STUCCO VENEER
ARAND WATER
r r ri
SEAL
ANTDRAIN
INFUTRATION BARRIER
I
BRONZE NO HUB FITTINGS
-
FOX BLOCKS ICF
F
GAVE-MA COM.
A
EXTRUDED
SYSTEM
FLASHING. TVP.
PIPE BY OTHERS
a WOOD BUCK WITH
PANT TO MATCH
ROOF
CLASEI W TESLA RODF
GALV. SPIRAL NAILS -
STAGGER
W STRUCTURAL INSULATED PANEL (SIP) DECK
MIN. R-24 PER T-24 REPORT
SECTION
STEEL CHANNEL
�--- ----- ----
PRIME S PANT
2x TREATED WOOD
I
LUMIUM FASCIA
IP REED BY 'FRY
16e , copper Srhklq stainless steel gram
BLOCKING
,
FRAMING PER
'
REGLETS' OR EQ.
DOOR WEATHERBTRIPING
STRUCTURAL DRAWING
2 werRav n�
METAL
__-- -_� LATICRETE ADHESIVE, Of
LATICRETE ADHESIVE, OI
EXTRUDED METAL
GUTTER. PANT
..... .. <..
DOORANDTACKD
METAL STUCCO LATH, O/ WRB
EXPANDED METAL
MATCH
STUCCO LATH, O WRB
FL
FLASHING
INTERIOR SHEARING
STONE VENEER, 3/4T01 ST'
14'(2°d41n)
CONTINUOUS SEALANT
LL T
SELECTEDBYCLIENT MREP INSTAL STONE
VENEER PER ESR REPORT
STORE VENEER, 3/4
SEALANT
90-(3-d ln) iB°IT dlein)
CLIENT
TSTALLS SELECTED CLIENT-
LAUDED
10' (3'tlram)
ATRIUM FASCIA DRIP SCREED
1
INSTALL STONE VENEER PER
VENEER
EXTRUDED FUSSING,
FLASHING,
SING,
BY TRY REGLETG' OR EQ.
ESR REPORT
TVP. PAMTO MATCH
1 ROOF
AREA DRAIN
1 1/z° = r-o°
29
ICF EXT. OVRHD. DR. JAMB
3"= r-o"
24
STONE VENEER AT SOFFIT
1 1/2" = r-o 19
STONE VENEER AT SOFFIT 2
1 1/2"=1'-
14
CONTINUOUS SPRAY-N INSULATION ABOVE JOIG PER
ICE WALL. PROVIDE MIN. R-24 VALUE STRUCTURAL
- SELFAMERED
•
DIRECT APPLIED 7I8'
7,8 HAT CHANNEL, 20 GA0TA'O.C.
II
WATERPROOFING
1, HIGH PERFORMANCE
FOX BLOCKS ICF
STRIP
ICF SYSTEM PER (IT O.C.WHEN CAVRYSINSULATED)
MEMBRANE
-II II INSULATED STUCCO
SYSTEM
RRAA'STUR0I
; I, NSCREEN
STRUCTURAL
SYSTEM -U-STUCCO
1
FURRING STRIP' 1 OVER
INTERIOR FINISH
'I
yl DIRECT APPLIED
1l 'XPX'
NTERIORFINISH
I WATERPROOFING
STONE VENEER
ANTIFRACTURE
I q WRAP
ICF SYSTEM PER
MEMBRANE W/
CLASS'A' HORIZONTAL
SIDING
I
SELFADHERED
-
STRUCTURAL
FOXBLOCKSICF
y ;' COUMCOATSELOW
WATERPROOFING
1I SYSTEM
WEEP SCREED, LAP
JI
I MEMBRANE
14,
IW MIN. ABOVE
.'
11, SCREED.
ARB WATER
INTERIOR FINISH
1 MEMBRANEW/COUGF
NE VTTV
5r0 CA WEEPS ICI
,° INFILTRATION
TRA ON
IAA BARRIER
PDXBIACKS ICF
1 COAT BELOW WEEP
24°O.C. MINK.
I SYSTEM
WEEP SCREED
�'II SCREED,LAPIWMIN.
WEEPSCREED
SELF -ADHERED
"Il ABOVE SCREED.
N
WATERPROOFING
N
J
PAVING WHERE
INTERIOR
MEMBRANE
{ BASE
OCCURS
FINISH
{ -„
BASE
'
I BASE
PAVINGOWHE
5
FLOORING
i Y
CCURS
i
FLOORING
Z
i
FLOORING
au
Z F
•.-:. I ..
PAVING WHERE
1 FOUNDATION
'1
I FOUNDATION
OCCURS
PER
PER
_ _ - - 2%SLOPE
STRUCTU
O
FOUNDATION PER
M SLOPE
1 STRUCTURAL
BASH GRADE
�2%SLOP
STRUCTURAL
FINISH GRADE
_
FINISH GRADE
I.
BASE AT STONE VENEER
11/2°=1-0"
25
BASE AT STUCCO
11/z"=1'-0
20
BASE AT SIDING
11/z"=1'
15
TYPICAL EAVE
11/2"=1'-
5
ISSUED FOR,
PLAN CHECK
py ARah�T
MEIET �MIS.
v (ODtEV
Na-.Ym-�])yBH--C
9f
EOG CPL\�
Architect of Record
Vulkan Architects
155 Rochester St
Costa Mesa. CA 92627
1949)612-7257
wlkanar&Rects.cow
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JOB NUMBER
2023-0901
DATE
03AD=024
SHEET NAME
ICF DETAILS
SHEET NUMBER
A-14.0