HomeMy WebLinkAboutB17-1215 042-160-019I
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GENERAL NOTES
I
1) ALL HEADERS TO BE 412 6 2x4 WALLS 4 6x12 S) PROVIDE ON JOB SITE ADDRESS NUMBERS 18) MECHANICAL DUCT OPENINGS 4 OTHER 28) AFCI PROTECTION IS REQD, THROUGHOUT THE 31) WATER HEATER TO HAVE : 41) PLUMBING FIXTURES WILL COMPLY w/ CA, 46) PROVIDE A MIN. OF (1) 20AMP, RECEPTACLE
D, F, 01 6 2x(o WALLS, - U, 0, N, PLAINLY VISIBLE 4 LEGIBLE FROM THE PUBLIC RELATED OPENINGS TO BE COVERED DWELLING AS PER 2016 CEC ART, 210,12 (A) . A) 2 - SEISMIC STRAPS, ONE STRAP IT UPPER SENATE BILL 401 , FOR THE INSTALLATION IN LAUNDRY AREA , AS PER CEC 210,52 F ,
2) CONTRACTOR TO FOLLOW ALL OF 2016 CALGreen STREET , NUMBERS TO CONTRAST w/ THEIR DURING CONSTRUCTION PER CGBS 4.504,1. ALL 120V SINGLE PHASE, 15 4 20AMP, BRANCH 1/3 4 2nd STRAP TO BE s LOWER 1/3 NO OF WATER CONSERVING FIXTURES, 41) EXTERIOR WINDOWS TO BE DUAL PANE w/ ONE
RESIDENTIAL MANDATORY MEASURES . BACKGROUND 4 TO BE A MIN, OF 4 HIGH w/ CIRCUITS SUPPLYING OUTLETS TO BE CLOSER THEN 4 OF CONTROLS, 42) LIGHT FIXTURES IN TUB or SHOWER ENCLOSURES PANE TO BE TEMPERED AS PER 2016 CRC
A MIN. STROKE WIDTH OF 1/2" , 19) ADHESIVES ,SEALANTS ,CAULKS ,PAINT PROTECTED BY A LISTED ARC -FAULT �� �� SECTION R321,8 .
CHAPTER 4 . STAINS , AEROSOL PAINTS , CARPET 4 );A CATEGORY 3 or 4 VENT, or a B VENT TO BE LABELED, SUITABLE FOR DAMP
INTERRUPTER COMBINATION TYPE INSTALLED 48) EXTERIOR DOORS TO COMPLY w/ 2016 CRC
3) FIXTURES, LAMPS HOLDERS 4 OUTLETS TO BE 10) ALL EXTERIOR OPENINGS, INTERSECTIONS RESILIENT FLOORING TO COMPLY w/ VOC TO PROVIDE PROTECTION TO THE BRANCH w/ STRAIGHT PIPE BETWEEN THE OUTSIDE LOCATION". AS PER 2016 CEC ART,
SECURELY SUPPORTED, A FIXTURE WEIGHING 4 ATTACHMENTS AS LISTED IN CRC R103,8
4 OTHER TOXIC COMPOUNDS LIMITS PER CIRCUIT INCLUDING LIGHTS RECEPTACLES TERMINATION 4 THE SPACE WHERE THE 410,10 (A) 4 (D), SECTION R321,8,1 ,
MORE THAN (6) POUNDS OR EXCEEDS 16" IN TO HAVE CORROSION - RESISTANT FLASHING, CGBS 4,504 , 4 SMOKE DETECTORS ,_ WATER HEATER IS INSTALLED. NTRY DOOR TO HAVE A MAXIMUM LANDING
.
ANY DIMENSION SHALL NOT BE SUPPORTED 20) MOISTURE CONTENT OF BLDG. MATERIALS C) CONDENSATE DRAIN THAT IS NO MORE 43) THE SERVICE or SUB -PANEL CIRCUIT DIRECTORY HEIGHT OF 13/4 BELOW THE TOP OF THE
BY THE SCREW SHELL OF A LAMP HOLDER. 11) GFCI REQD, FOR ALL 12 -VOLT RECEPTACLES, USED IN WALLS 4 FLOOR FRAMING IS NOT 29) ALL 125V SINGLE PHASE, 15 4 20AMP, THAN 2" HIGHER THAN THE BASE OF THE SHALL IDENTIFY THE OVERCORRECT DEVICE THRESHOLD,
OUTLET BOXES SHALL NOT BE USED AS THE TO BE ENCLOSED IF THE FRAMING MEMBERS RECEPTACLES SHALL BE LISTED AS TAMPER INSTALLED WATER HEATER, AND ALLOWS SPACES) AS RESERVED FOR FUTURE ELECTRIC
SOLE SUPPORT FOR CEILING (PADDLE) FANS. 12) PROVIDE 26 GA, CORROSION RESISTANT EXCEED 19°r, MOISTURE CONTENT AS REQD. RESISTANT RECEPTICALES AS PER 2016 CEC NATURAL DRAINING w/OUT PUMP ASSISTANCE. VEHICLE CHARGING AS "EV CAPABLE, THE 5077AUTOMATIC GARAGE DOOR OPENER TO BE
SCREED w/ 3 1/2 MIN, VERTICAL FLANGE BY CGBS 4,505, ART. 406.12 , RACEWAY TERMINATION LOCATION SHALL BE UL LISTED.
D) A GAS SUPPLY LINE w/ A CAPACITY OF s
4) BATH ROOMS, TO BE SERVED BY A SEPARATE TO BE INSTALLED 1" BELOW THE FOUNDATION PERMANENTLY 4 VISIBLY MARKED AS
20 AMP, BRANCH CIRCUIT. THIS CIRCUIT TO 30) ALL LIGHTING IN GARAGE 4 LAUNDRY RM, LEAST 200,000 BTU / HR, �� �� �31)�FACtORY BUILT FIREPLACE t0 BE LISTED 4
PLATE LINE AS PER SECTION R103,6. THE 21) PROVIDE EXTERIER PLASTER SIDING OVER TO BE CONTROLLED BY VACANCY SENSORS. EV CAPABLE LABELED, 4 TO BE INSTALLED IN ACCORDANCE
SERVE NO OCHER OUTLETS.
WATER RESISTANT BARRIER SHALL LAP OVER WEATHER - RESISTIVE BARRIER AS PER CEnC SECT. 150,0(k)(o, 38) CARBON MONOXIDE ALARMS TO BE DIRECT 44) THE GROUND IMMEDIATELY ADLACENT TO THE w/ THE CONDITIONS OF THE LISTING, FACTORY
THE EXTERIOR OF THE SCREED FLANGE. CRC 103 .
B) BATH �2 EXHAUST FAN t0 DOUBLE AS THE WIRED TO BLDG, w/ BATTERY BACKUP 4 FOUNDATION SHALL BE SLOPED AWAY FROM BUILT FIREPLACE TO BE TESTED IN
AS PER 2016 CRC SECTION R103,6 4 R103,1, 31) PROVIDE A MIN, OF (2) 20AMP, SMALL INTERCONNECTED TO ALL OTHER C M ALARMS THE BLDG, tv A SLOPE OF NOT LESS THAN 6" ACCORDANCE w/ UL 121,
WHOLE -BLDG, EXHAUST FAN 4 TO BE 15 cfm 22) ALL LIGHTING TO BE 100io NIGH EFFICACY . APPLIANCE BRANCH CIRCUITS EVENLY '
w/ 6" DIA. SMOOTH DUCT - 145' MAX. LENGTH , 13) DRILLING 4 NOTCHING STUDS TO BE IN AS PER CRC R315 . WITHIN THE FIRST 10'0" lBio SLOPE). AS PER
FAN TO BE RATED 6 1 - SONE , FAN SWITCH TO ACCORDANCE w/ CRC R602,T . 23) MAX, FLOW RATES FOR PLUMBING FIXTURES : PROPORTIONED IN THE KITCHEN, PANTRY, 2016 CRC SECTION R401.3 . . BATHTUB 4 SHOWER FLOOR 4 WALLS ABOVE
BE LABELED , WHOLE BUILDING VENTILATION TOILETS = 1.28 GPM SHWR, HEADS -- 2.0 GPM DINING or SIMILAR AREAS TO SERVE ALL WALL 39) EACH ATTIC F. A, U, TO HAVE A 22"x 30" ATTIC BATHTUB w/ SHOWER HEADS 4 SHOWER
' 4 FLOOR RECEPTACLES, SUCH CIRCUITS SHALL COMPARTMENTS TO BE FINISHED w/
FAN SHOULD OPERATE WHENEVER THE HOME 14) DOUBLE TOP PLATES TO HAVE A MIN, LAP LAUNDRY FAUCETS = 2,2 GPM , 4 ACCESS w/ 24 WIDE SOLID WALKWAY TO THE {4 HE BUILDER SHALL INSTALL A NORMAL 1 INSIDE
�� HAVE NO OTHER OUTLETS PER 2016 CEC � � NONABSORBENT SURFACE. SUCH WALL
IS OCCUPIED . OF 24 , NAIL w/ 8 - 16d ON EA. SIDE OF JOINT SINK FAUCETS = 1,8 GPM . ART. 210,52(B) . F. A. �U, NOT TO EXCEED 20 LONG. PROVIDE DIAMETER, LISTED RACEWAY TO ACCOMIDATE A SURFACES TO EXTEND TO A HEIGHT OF NOT
U, 0, N, , LAP PLATES IT INTERSECTIONS 4 A 30 SQ, SOLID PLATFORM IN FRONT OF THE DEDICATED 208/240 VOLT BRANCH CIRCUIT, LESS THAN 6 ABOVE THE FLOOR,
(o) BATH RM, EXHAUST FANS TO BE "ENERGY CORNERS. 24) ALL TUBS 4 TUB/SHOWERS TO HAVE INDIVIDUAL 32) BOND ALL METAL GAS 4 WATER PIPES FURNACE SERVICE LOCATION 4 A LIGHT FIXTURE THE RACEWAY SHALL ORIGINATE IN THE MAIN
STAR" COMPLIANT 4 TO BE DUCTED t0 BE CONTROL VALVES FOR PRESSURE BALANCE 4 TO GROUND .ALL GROUND CLAMPS TO 4 ELEC, OUTLET NEAR THE FURNACE AS PER OR SUB -PANEL, 4 WILL TERMINATE INTO A LISTED 3) PLUMBING FIXTURES 4 FITTINGS TO COMPLY
5" DIA, FLEX DUCT -10' MAX. LENGTH AND 15) PROVIDE FIRE BLOCKING AS PER CRC R302,11 . THERMOSTATIC BALANCE or COMBINATION BE AN APPROVED TYPE 4 ACCESSIBLE . CMC 306,4 . BOX s THE PURPOSED SITE OF AN ELECTRIC w/ CGBSC 4,303.
TERMINATE OUTSIDE THE BUILDING 4 TO PRESSURE BALANCE/THERMOSTATIC MIXING 33) PROVIDE EROSION CONTROL 4 STORM VEHICLE CHARGER, THIS AND ALL ADDITIONAL54) GARAGE DOOR HEADERS TO HAVE DOUBLE
BE CONTROLLED BY A HUMIDITY CONTROL 16) ANNULAR SPACES AROUND PIPES , CABLES, VALVE TYPE. CPC SECT, 408.3 WATER POLLUTION PREVENTION MEASURES 40) ATTIC MOUNTED F, A, U, TO HAVE NOT LESS SPECS, OF THE CA, GREEN BLDG, STANDARDS TOP PLATE.
CAPABLE OF ADJUSTMENT BETWEEN A CONDUITS , or OTHER OPENINGS IN PLATES THEN 6" MIN, SIDE CLEARANCE 4 2" MIN, TOP 4 SECTION 4,106.4 SHALL BE MET.
RELATIVE HUMIDITY RANGE OF 50% TO 80%, EXT, WALLS TO BE PROTECTED FROM RODENT 25) DRYER VENT DUCT TO BE A MIN, 4" DIA, TO DURING CONSTRUCTION . BOTTOM CLEARANCE.
AS PER 2016 CGBS 4,50(o, PASSAGE BY CLOSING OPENINGS AS PER THE OUTSIDE 4 EQUIPPED w/ A BACK DRAFT 34) ALL HOSE BIBBS (EXCEPT CLOTHES WASHER
1) ALL EXHAUST FANS (INCLUDING RANGE HOOD) CGBS SECTION 4.40(o . DAMPER . CONNECTION) TO HAVE ANTI -SIPHON DEVICE .
TO HAVE A BACK DRAFT DAMPER. 11) AT THE TIME OF FINAL INSPECTION , AN 26) PROVIDE SEPARATE GROUND WIRE TO ALL 3B) LAUNDRY RM, OUTLETS TO BE SERVED BY
OPERATION 4 MAINTENANCE MANUAL, PANELS FROM MAIN SERVICE ENTRANCE LEAST (1) 20AMP, BRANCH CIRCUIT. THIS 7 CONCRETE 5FD
8) FIRE SPRINKLER PLANS ARE A DEFERRED ACCEPTABLE TO THE ENFORCING AGENCY , PANEL, AS PER 2016 CEC ART, 250-32, CIRCUIT TO SERVE NO OTHER OUTLETS,
SUBMITTAL, TO BE SUMITTED PRIOR TO ROUGH TO BE PROVIDED TO THE OWNER PER 21) ALL EXTERIOR RECPTACLES MUST BE WATER 36) SMOKE ALARMS TO BE DIRECT WIRED TO BLDG, 1, ALL CONCRETE TO HAVE A MINIMUM OF 3,000 PSI AFTER 28 DAYS CURING, 1, RE -BAR TO CONFORM TO THE ASTM A -615/A -615M -04a, 4 RE -BAR 4 SMALLER
FRAMING INSPECTION, 2,500 PSI IS USED FOR DESIGN SO NO SPECIAL INSPECTION IS REQUIRED. TO BE GRADE 40, #5 RE -BAR 4 LARGER TO BE GRADE 60, ALL RE -BAR TO
CGBS 4,410 . PROOF/ GFCI PROTECTED, AS PER 2016 CEC w/ BATTERY BACKUP 4 INTERCONNECTED TO 2, MATERIALS USED TO PRODUCE CONCRETE, CONCRETE ITSELF 4 TESTING TO BE DEFORMED, DO NOT RE -BEND *5 RE -BAR 4 LARGER .
ART. 210.32 (E) (1) 4 210,8. ALL OTHER ALARMS . AS PER CRC R314 . COMPLY w/ APPLICABLE STANDARDS LISTED IN ACI 318, AGGREGATE SIZE 2 Al A LAP SPLICES t0 BE A MINIMUM OF 62 RE -BAR DIAMETERS
TO BE A MAXIMUM OF 11/2" IN FOOTINGS 4 3/4" IN SLABS,
3, CURING COMPOUND TO BE SPRAYED ON ALL EXPOSED SURFACES
IMMEDIATELY AFTER FINAL TROWELING,
4, ALL CEMENT USED TO CONFORM TO ASTM C-150-04 4 TO BE TYPE II or III
LOW ALKALI,
5, CONCRETE EXPOSED TO FREEZING 4 THAWING TO BE PROTECTED IN
ACCORDANCE TO THE LATEST EDITION OF THE ACI 4 CBC SECT. 1504,
6, VIBRATE CONCRETE AROUND ALL BOLTS, RE -BAR 4 VERTICAL SURFACES,
1, COLD JOINTS BETWEEN FOOTINGS 4 SLABS TO BE CLEAN 4 WET PRIOR TO
POURING CONCRETE.
8, CALCIUM CHLORIDE or CHLORIDE BASED MIXTURES ARE NOT TO BE USED,
BUM
COUNTY
JUL 13 2017
DEVELOPMENT
SERVICES
X17-�d15
PROP. LINE 2393.00'
O-----------------------------------------------------w----- E----------------------- ----------------------------------------W----- E--- ----------- ---_----------------------
�i i
`� ; ; NEW SEPTIC NEW WATER LINE
TANK ------------ -------------------------- ----100- EX, WELL
200 AMP: GRAVEL PARKING
•--------------------------------------------------
50,0
-----------------------------------------------
'PANEL
50' 0" CENTER LINE _
OF ENTRY
ri
0
NEW CONC.
• HOUSE WALK EXIST. SHED-.[
300, 0"
1 GAR, 100,011 �------
�rNEW L/P TANK
CONC, o
APR
PROP, LINE
ER05ION CONTROL NOTES
1)
NO SOIL DISTURBANCE SHALL OCCUR PRIOR TO
8) PROVIDE A DESIGNATED AREA FOR CONCRETE
OBTAINING A BUILDING or GRADING PERMIT,
WASHOUT. ALL CONCRETE WASHOUT SYSTEMS TO
2)
PHONE " of PERSON RESPONSIBLE for EROSION
BE PLACED OFF OF THE STREET Vor SIDEWAK,
CONTROL IS : DANIEL WEBB 530/ 8SI-0845
S) STRAW ROLLS TO BE INSTALLED PROPERLY
3)
EROSION CONTROL MEASURES SHALL BE IN PLACE
INSTALLED BEHIND CURB and/or SIDEWALK.
BETWEEN OCT, 15th 4 APRIL 15th or WHEN RAIN IS
10) 2 - ROCK BAGS (MIN.) 9 EACH SIDE OF ALL DRAIN
(P
FORCASTED ,
INLETS LOCATED w/IN 150' OF PROJECT SITE.
4)
STABILIZE ENRTY w/ MIN, 3" to 6" FRACTURED
11) ALL DRAIN INLETS AFFECTED SHALL HAVE INTERNAL
ROCK 50' LONG x 15' WIDE x 6" DEEP OVER
FILTERS PLACED INSIDE.
5Q. FT, CALC5.
CONSTRUCTION GRADE FABRIC,
12) ALL DRAIN INLETS AFFECTED SHALL HAVE TRASH
5)
SOILS TRACKED OFF SITE INTO STREET SHALL BE
BARS PLACED ACROSS THE BACK.
= 2884 SQ, FT.
CLEANED UP 9 THE END of EACH WORK DAY. WHEN
GARAGE
= ISS SQ, FT,
GREETS ARE WET or DURING A RAIN EVENT THERE
13) STABILIZE ALL DISTURBED SOILS IN THE FRONT
= 3S9 SQ, FT,
SHALL BE NO TRACKING OF SOIL INTO STREET,
YARD AREAS w/IN 15' OF THE BACK OF ROAD WAY
6)
INACTIVE SOIL STOCKPILES SHALL BE COVERED .
w/ STRAW ROLLS or EROSION BLANKETS,
ACTIVE STOCKPILES SHALL BE COVERED PRIOR
14) STABILIZE ALL SLOPES WHERE EROSION COULD
-- 84 SQ, FTI
TO A FORCASTED RAIN EVENT ,
OCCUR, USE STRAW ROLLS, VISQUEEN or EROSION
1)
THE EROSION CONTROL PLAN SHALL BE
BLANKETS.
0
MAINTAINED, RE-EVALUATED 4 ADJUSTED
15) INACTIVE SOIL STOCKPILES SHALL BE COVERED,
ACCORDINGLY, AS THE SITE CHANGES 4
ACTIVE STOCKPILES SHALL BE COVERED PRIOR
AFTER RIAN EVENTS .
TO A FORCASTED RAIN EVENT,
\-1,__
NEW GRAVEL
DRIVEWAY
NEW GAS LINE
16) ALL PAINT, FUEL, 4 CONSTR, PRODUCTS, ETC.
TO BE STORED IN A COVERED LOCATION
AWAY FROM SIDEWALKS 4 DRAIN INLETS.
11) PORTABLE TOILETS MUST BE KEPT OFF THE
STREETS, SIDEWALKS 4 9 LEAST 50' FROM
THE NEAREST DRAIN INLET,
18) ALL TRASH MUST BE COLLECTED 4 STORED
PROPERLY, NO WASTE CONSTR, MATERIALS
4 CONTAINERS TO COME IN CONTACT w/
RAINFALL or STORM WATER RUNOFF.
IS) AFTER ALL B,M,F,s ARE IN PLACE A
MAINTENANCE PROGRAM MUST BE
DEVELOPED TO INSURE IT'S CONTINUED
EFFECTIVENESS.
NEW UNDER GROUND
ELEC. LINE
EXIST,
GARAGE
LL R -B R
ADJACENT RE -BAR LAPS TO BE STAGGERED A MINIMUM OF 5'0".
3, RE -BAR IN CONCRETE FOOTINGS TO HAVE A MIN, COVERAGE OF 3", RE -BAR
TO BE CENTERED IN 4" CONCRETE SLABS,
4, RE -BAR TO BE CLEAN 4 ACCURATELY SECURED IN POSITION BEFORE 4 DURING
CONCRETE PLACEMENT,
EXIST, J
SEPTIC
TANK EX, ELEC,
METER%
EXISTING
HOUSE
NEW METER -,
PANEL
\ EX, OVER HEAD
ELEC, LINE
EX. GRAVEL
DRIVEWAY
SITE PLAN
EX. POWER POLE
EX, POWER
POLE
RECEIVED
JUL I E 2Dil
TRS AND AZ;SOCi RTES
ae
OWNER : DANIEL 4 COURTNEY WEBB
LEGAL• ...A ,Ela 'i } 6
Cq
2593 W. SACRAMENTO AVE,
Qj
CHICO , BUTTE CoQ, , CAI
A, PI "042 -160 -OI J PERMIT #i
(P
BUTTE COUNTY DEVELOPMENT SERVICES
rO,
V
REVIEWED FOR
CODE COMPLIANCE
5Q. FT, CALC5.
DATE Z 1 gY -r-(L�
`�OD� ;�N���'S1� }
Qj
HOUSE
= 2884 SQ, FT.
APPLICABLE CODES - 2016 CBG, JCRV CMG, GPC, GEC,
GARAGE
= ISS SQ, FT,
CFC, CEnC, Ca, Green Building
REAR PATIO -
= 3S9 SQ, FT,
Standards Code
INCLUDING STOR.
U
BUILDING USE RESIDENCE
CLOSET
� a
OCCUPANCY GROUP- R3 =GAR ;gip 00,11; 1-;�1,
FRONT PORCH
-- 84 SQ, FTI
TYPE OF CONST, V -B,
JUL Lry . 5 2;;",i
Q3
`
FIRE SPRINKLERS REQUIRED
0
NO, OF STORIES 1 TRIG AND ASSOCIATES
ae
DRAWN 13
DJC
DATE
JUL 10 2317
JOB NAME
DANIEL WEBe
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DATE
JUL 10 2317
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8x12 EXPOSED HDR. /8x12 EXPOSED HDR.
OPEN OPEN OPEN
OPEN
TELEVISION
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NOTES :
8x12 FLAT MANTLE
®
SEISMIC - PLF
2(00
T w/ CUSHION
FLOOR PLAN 2884 5Q. FT.
SEAT w/ CUSHION
FAMILY RM. -
5HEAR WALL 5CHEDUL E
SHEAR WALL
AA
NOTES :
1) OVER DOUGLAS FIR STUDS 9 16" 0/C.
SEISMIC - PLF
2(00
2) ALL PANEL. EDGES BLOCKED w/ 2x
FRAMING . U.O.N.
Qj
WIND - PLF
335
3) VERTICAL FRAMING FOR EDGE
NAILING 6 ABUTTING PANELS TO BE
3/8" PLYWOOD
C D X
or EXT, 085 1,2
1 - SIDE
44 POST or 2-2x STUDS w/ 2 -ROWS I(od
SINKERS f 12" 0/C FULL HEIGHT.
4) IF NAIL GUN IS USED , NAILS TO HAVE
EDGE NAILING 4
Sd (O"
O
A FULL HEAD.
4
FIELD NAILING
Sd 12°
5) TO BE INSTALLED S EACH END OF
TRUSS.
SILL PLATEEACH
1 I/2°
THICKNESS
(o) ANCHOR BOLT WASHERS TO -5E `f
3 SQ. x 1/4 THICK �SL PLS EWE
5
TRUSS TO PLATE
SIMP, H-1
CODE COIV,
JUL 2 5 2
ANCHOR BOLT b
5/8" 10 52"
SPACING
1/2" 9 36"
D
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FOOTING
4" CONC, SLAB
4" SAND BASE
"4 TOP 4 BOTTOM
SHOT PIN
C•]
iz"
FOOTING
4" CONC, SLAB
4" SAND BASE
*4 TOP 4 BOTTOM
2x4 P. T. H. F. SILL
W/ 1/2" DIA, x 12" A. B.
3" SQ, x 1/4" s (ot" 0/C - U. 0, N.
WASHER 4" CONC. SLAB
o �
4" SAND BASE
c�I? "4 TOP ¢ BOTTOM
12,
FOOTING
FOUNDATION PLAN
I li-iloll
FOUNDATION NOTES %
1. THIS FOUNDATION IS A "DOUBLE POUR" SYSTEM .
2. ALL EXTERIOR SLABS TO HAVE 2% MIN. SLOPE
AWAY FROM STRUCTURE , AND "3 BARS m 24" 0/C
EACH WAY .
3. CONCRETE SUB -CONTRACTOR TO VERIFY ALL
DIMENSIONS BETWEEN FOUNDATION PLAN 4 FLOOR
PLAN PRIOR TO POURING CONCRETE,
4. SUB GRADE TO BE SATURATED w/ WATER TO A
DEPTH OF 12" TO 18" PRIOR TO POURING CONCRETE .
S. HOUSE 4 GARAGE SLABS TO HAVE TOOLED JOINTS
OR CRACK CONTROL STIPS . REVIEWED
6, PROVIDE 10 MIL. VAPOR BARRIER UNDER HOUSEDR CODE COMPLIANCE
4 GARAGE SLABS 4 COVER w/ 2" MIN, OF SAND • JUL 2 5 2017
TRI3 ANID ASSOCIATES
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DATE
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JOB NAME
DANIEL WE 51B
SHEET
OF 4 SHEETS
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F13
1/2" DIA,
SCHED, 40 41011
BLACK IRON
PIPE III III DIA,
SCHED. 40
21011 221011 8 0 BLACK IRON I✓2" DIA.
I" DIA, 36611 PIPE SCHED. 40
SCHED. 40 21011 F/P = 40K BTU BLACK IRON
BLACK IRON 25,6" PIPE
PIPE
111 DIA, 101011
SCHED, 40 3810"
REGUTATOR BLACK IRON 3/4" DIA,
PIPE SCHED. 40 DRYER = 22K BTU
BLACK IRON RANGE --14K BTU
100' UNDER GROUND PIPE W/H -- 200K BTU
TO L/P TANK
.CA51PDAM
336,000 TOTAL PROPOSED BTU's
125' of 1" DIA, PIPE WILL. ALLOW 349,000 BTUs
AS PER NFPA 54: TABLE 63(d)
�PR��'CS�1�i�IP� CALLS.
2X8
FAC a
2x4,6 24" 0/C
o�
114'± of 1" DIA. SCHED, 40 BLACK IRON PIPE,
20'± of 3/4" DIA, SCHED, 40 BLACK IRON PIPE.
44'± of 1/2" DIA. SCHED. 40 BLACK IRON PIPE,
Y�NTING,DIAGRA
13/4"
x 1/2" CROWN
�16d m 3" 0/G
--H
E. N 7 P�A1E LINE
SHEAR WALL
SHEAR 1)TL--
TRUSS
0 24" 0/C
.nX -
I6 0/C 2X(0,6 1611 0/C
O
6x12 HDR,
N
11011 [4 11
PORCH
ENTRY
2x4 0 16" 0/C
I/A"-II n"
ad 104" 0/0
STAGGERED y
2x4 50LID
BLKCs,
E. N� SINKERS
To rRuss
2x4 is 24" 0/C
16d SINKER
2 - Ibd 51NKER5 e 4" 0/G
TO TRUSS STAGGERED
E. 1x4 SOLID BLKG,
E. N.�
SHEAR WALL
SMEAR DTA. 40
,5 1/2"x 11 1/81,
V -LAM HDR.
OF ARCH
12
�6
4" CONC. SLAB
TRUSS 6 24" 0/C
SECTION
1/411:11 oil
FAMILY
n
.LEFT -
1/811 = 11 0"
ad is b11 0/C
TRUSS 6 24" 0/C'
/L610 -0 24" 0/C
PLATE LINE
E, N:
SHEAR WALL -
i+nt,�fl C� 11111.1 tL
REAR
I/All-11n11
,0 -j -, ill ni,-
SHEAR DTL-- SHEAR [)TL#
SHELF - TYP
2x4 0-
16, 0/C
1/2" PLYWD, w/ TECH SHIELD RADIANT
BEARIER t 13/4"x 1/2" CROWN STAPLES
6" / 12" 0/C - UNBLOCKED
�6
HDR. 5 1/2"x 11 1/8"
V -LAM BM,
2x4 0
PATIO
---2x( 6 1611 0/C
WF -GI- V1iItGGV - mT 1 1111, F F%V 1 I !_/\ 1 i..1�I V 1� I ♦•r'1�/ I J_I.
EARTH d 2" FROM SLAB FRONT -
1/8" = 1' 0"
ATTIC VENT GALIC5.,
50% OF READ, VENTING TO BE IN THE UPPER PORTION OF ATTIC .
(UPPER PORTION IS 3'0" MIN. ABOVE THE EAVE VENTS.)
ATTIC -- 4161$0, FT. = 300 = 13.89 $Q, FT. -1 -- 19,84 $Q, FT,
TOTAL REQUIRED VENTING .
PROVIDE M2 SQ, FT, OF 3 1/2"x 20" HIGH DORMER VENTS .
PROVIDE 9,92 SQ, FT. OF 4"x CONT, SAVE VENT AROUND
ad 6 611 0/C is STRUCTURE ,
SHEAR WALL ONLY
2x4 SOLID BLKG, g � PROVIDE 1" AIR SPACE BETWEEN INSULATION 4 ROOF SHTG,
AS PER CRC 1203,2
SHEAR WALL ONLY
GUTTER SIMP. H1 CLIP RoOF NoTE6
E. N, TYP, Q ALL 1, ROOF PLYWOOD TO BE 1/2" CDX w/ TECH SHIELD
TRUSSES RADIANT BARRIER or EQ. 4 13/4" x 1/2" CROWN
2x6 10 16" 0/C STAPLES tv 611 / 12" 0/C . STAPLE CROWNS TO BE
2x4 6 24" 0/C IN LINE w/ FRAMING MEMBERS .
CONT. VENT --$HEAR WALL 2, NAIL ROOF SHTG, INTO DRAG TRUSSES w/
EXT, PLASTER ad 9 6" 0/C OVER FULL LENGTH OF TRUSS.
3, PROVIDE H1 CLIP 6 EACH END OF ALL TRUSSES.
COMPOITIO(0 6HEAR DTLI 4, INSTALL AS PER CRPROVIDE CLASS 11C TABLES501.1 SHINGLES
5, FASTENERS FOR ROOF COVERING TO BE
CORROSION RESISTANT . CRC 1501 .
11'0 3/4" PLATE
DRAG TRUSS JOID DRAG TRUSS FO1D DRAG TRUSS C08D
w/ ad 0 6" 0/C W/ 841 @ 6" 0/Cw/ ad's 6" 0/C
SHTG, TO TRUSS SHTG, t0 TRUSS SHtG, t0 TRUSS
w/ DRAG -- 4K w/ DRAG -- 4K _-� N \� 'Q w/ DRAG - 4K 9'0 3/4" PLATE
----p --- --------------- --
:Nlb
----------DSC5 DSC5PLATE 3/411
---- — ---- - --- PLATE
DSC5 N 8 6:12 6
N N
0
� 4 tiA SK� � � �
Y 4 RIDGE �`�' � 4 '
6:12 y 6:12
yo DRAG ad � 6u 0/C SS OSD „--- LIGHT I
SHTG, TO TRUSS 4 4\e
COMP w/ DRAG = 4K 11`0 3/4" PLATE RIDGE
N
,SHINGLES ;-----------------; RIDGE y
6:12 RIDGE 11
t--, rO �Q 110 3/4 1 I SKY 6 . 12
HEAT PUMP 1
1 1 LOCATION 1 A• A• I X , RIDGE PLATE LIGHT O
' ----' I
110 3/ 1 II 6 : 12���r 6 ;
PLATE J���' 110 3/4 4
w
PLATE
1
o -6' 2
v� L 9'0 3/4"
PLATE
4
----p---- -- u,
4 4" R �1 i11'03/4" PLATE
1101 3/4 PLATE -
6:12 6:12 2,0
---- - - TYP,
L'i
-------- ---- =7 --N7
I II
5 5 9 0 3/4
4 4 PLATR:-VIEWED
SIMILAR FOR CODE COMPLIANCE
RJUL 2 5 2017OOF �NO,;IATF--S
pit. A . � ,��
1/811 = II 011
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DRAWN
DJC
DATE
JUL 10 2017
JOB NAME
DANIEL LUMB
SWEET
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® OF: 4 SWEETS
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