HomeMy WebLinkAboutB16-0880 430-681-054WV'�---- - -- - BY__G+�
EROSION CONTROL NOTES
1) NO SOIL DISTURBANCE SHALL OCCUR PRIOR TO
OBTAINING A BUILDING or GRADING PERMIT.
2) PHONE " of PERSON RESPONSIBLE for EROSION
CONTROL IS : PAUL WEBB 530/ 891-3351
3) EROSION CONTROL MEASURES SHALL BE IN PLACE
BETWEEN OCT, 15th d APRIL 15th or WHEN RAIN IS
FORCASTED ,
4) STABILIZE ENRTY w/ MIN, 3" to 6" FRACTURED
ROCK 50' LONG x 15' WIDE x 6" DEEP OVER
CONSTRUCTION GRADE FABRIC,
5) SOILS TRACKED OFF SITE INTO STREET SHALL BE
CLEANED UP e THE END of EACH WORK DAY, WHEN
SREETS ARE WET or DURING A RAIN EVENT THERE
SHALL BE NO TRACKING OF SOIL INTO STREET,
6) INACTIVE SOIL STOCKPILES SHALL BE COVERED .
ACTIVE STOCKPILES SHALL BE COVERED PRIOR
TO A FORCASTED RAIN EVENT ,
1) THE EROSION CONTROL PLAN SHALL BE
MAINTAINED, RE-EVALUATED 4 ADJUSTED
ACCORDINGLY, AS THE SITE CHANGES t
AFTER RIAN EVENTS ,
8) PROVIDE A DESIGNATED AREA FOR CONCRETE NEW
WASHOUT, ALL CONCRETE WASHOUT SYSTEMS TO SEPTIC
BE PLACED OFF OF THE STREET Vor SIDEWAK, TANK
9) STRAW ROLLS TO BE INSTALLED PROPERLY
INSTALLED BEHIND CURB and/or SIDEWALK.
10) 2 - ROCK BAGS (MIN,) 9 EACH SIDE OF ALL DRAIN
INLETS LOCATED w/IN 150' OF PROJECT SITE,
II) ALL DRAIN INLETS AFFECTED SHALL HAVE INTERNAL
FILTERS PLACED INSIDE,
12) ALL DRAIN INLETS AFFECTED SHALL HAVE TRASH
BARS PLACED ACROSS THE BACK,
13) STABILIZE ALL DISTURBED SOILS IN THE FRONT YARD
AREAS VIN 15' OF THE BACK OF CURB or SIDEWALK
w/ STRAW ROLLS or EROSION BLANKETS,
14) STABILIZE ALL SLOPES WHERE EROSION COULD
OCCUR, USE STRAW ROLLS, V15OUEEN or EROSION
BLANKETS.
15) INACTIVE SOIL STOCKPILES SHALL BE COVERED.
ACTIVE STOCKPILES SHALL BE COVERED PRIOR
TO A FORCASTED RAIN EVENT,
16) ALL PAINT, FUEL, d CONSTR. PRODUCTS, ETC, TO BE
STORED IN A COVERED LOCATION AWAY FROM
SIDEWALKS s DRAIN INLETS.
11) PORTABLE TOILETS MUST BE KEPT OFF THE
STREETS, SIDEWALKS 4 10 LEAST 50' FROM
THE NEAREST DRAIN INLET,
18) ALL TRASH MUST BE COLLECTED t STORED
PROPERLY, NO WASTE CONSTR, MATERIALS
E CONTAINERS TO COME IN CONTACT w/
RAINFALL or STORM WATER RUNOFF,
19) AFTER ALL B,M,P.s ARE IN PLACE A
MAINTENANCE PROGRAM MUST BE
DEVELOPED TO INSURE IT'S CONTINUED
EFFECTIVENESS,
01 1 rz T_ 1_ A -It I N ",
Lu
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OWNER : FAUL WEBB J
N Q
LEGAL
30 R05ENTHAL LN.
GHIGO , BUTTE Go. , GA, PROP• LINE 60.00'
A,FIN30-681-054 OAK PARK AVE.
AY ?. � 2017 —
i
I L__Z
BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING
CONSTRUCTION DEBRIS RECOVERY PLAN: Pre -Construction
Building permit will not be issued until completed plan submitted
APN: �r%� ' �' ?- D `'-• X-) Building Permit # 2 j
Owner Name: �rk�' ` I f RP:41 x_
Owner Mailing Address: 12A �� ��d�..Sr p,+.,e t t- � :•.- �,��?;",� t.:� ��. ��¢d �.-•.
fOwner Phone: (3:k) ,
Jobsite Address.
tt II Project Sq. Ft Project Type_,KConstruction [I Demolition
Jobsite Contact: c r._ ( ( e -kms Com/an /�" /
P Y= Q u ti�,� ,�� Jobsite Phone:
Brief description of project:
Submit completed form in per..on or ---
mail or fax to:
Butte County Development Services -
Building
7 County Center Drive
Oroville, CA 95965
Phone: (530)538-7601
Fax: (530)538-2140
By signing below, I acknowledge that I am responsible for complying with the requirements of Ordinance 2006-3925 (Chapter 31, Article VII) related to recovery of construction and
demolition debris and the lack of compliance may result in delays in issuance of building/demolition permit(s), hold on final inspection(s) and/or penalties.
Applicant:
(Owner/ Contractor) Signature:
Circle Date:��
MATERIAL (1) Reuse Recycle Dispose FACILITIES/SERVICE PROVIDERS TO BE USED 3
Inert Material (concrete, asphalt) i
Lumber
Plant/Tree Debris
Dry Wall
t f
Metal
Cardboard
Other:
Other-
Recovery
therRecovery Plan approved: Date:
(Building Division)
Please refer to the Butte County online Recycling Directory for local recycling service providers at:www.RecycleButte.net.
K:\BUII,DING\2011\Approved forms\Res Green Bldg, forms\Waste Diversion -Recycling forms.doe
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GENERAL NOTE5
1) ALL HEADERS TO BE 412 tv 2x4 WALLS 4 64
D. F, #1 -0 2x(o WALLS, - U, 0, N,
2) CONTRACTOR TO FOLLOW ALL OF 2013 CALGreen
RESIDENTIAL MANDATORY MEASURES .
CHAPTER 4 ,
3) FIXTURES, LAMPS HOLDERS 4 OUTLETS TO BE
SECURELY SUPPORTED, A FIXTURE WEIGHING
MORE THAN (6) POUNDS OR EXCEEDS 16" IN
ANY DIMENSION SHALL NOT BE SUPPORTED
BY THE SCREW SHELL OF A LAMP HOLDER.
OUTLET BOXES SHALL NOT BE USED AS THE
SOLE SUPPORT FOR CEILING (PADDLE) FANS,
4) BATH ROOMS, TO BE SERVED BY A SEPARATE
20 AMP, BRANCH CIRCUIT, THIS CIRCUIT TO
SERVE NO OTHER OUTLETS.
5) BATH *2 EXHAUST FAN TO DOUBLE AS THE
"WHOLE - BLDG, EXHAUST FAN" 4 TO BE 15 cfm
Lu/ 6" DIA, SMOOTH DUCT - 1451 MAX, LENGTH .
FAN TO BE RATED -0 1 - SONE , FAN SWITCH TO
BE LABELED , "WHOLE BUILDING VENTILATION
FAN SHOULD OPERATE WHENEVER THE HOME
IS OCCUPIED"
(o) ALL LIGHTING TO BE 100% HIGH EFFICACY .
1) ATTIC MOUNTED F, A, U, TO HAVE NOT LESS
THAN 30" IN DEPTH, WIDTH 4 HEIGHT SPACE
PROVIDED FOR IN TRUSSES A04-AO1 IN THE
TRUSS CALC5, w/ 611 MIN, SIDE CLR, 4 2" MIN,
TOP 4 BOTTOM CLR,
12' 10"
4'8" LG
O HDU4
ON
2 - 3'x 5' a. H.
BDRM. "2 0
9' CEIL
8) FIRE SPRINKLER PLANS ARE A DEFERRED
11) NOT USED,
SUBMITTAL, TO BE 5UMITTED PRIOR TO ROUGH
18)
AT THE TIME OF FINAL INSPECTION , AN
FRAMING INSPECTION,
1/3 4 2nd STRAP TO BE 6 LOWER 1/3 NO
OPERATION 4 MAINTENANCE MANUAL ,
9) PROVIDE ON JOB SITE ADDRESS NUMBERS
CLOSER THEN 4" OF CONTROLS,
ACCEPTABLE TO THE ENFORCING AGENCY ,
PLAINLY VISIBLE 4 LEGIBLE FROM THE PUBLIC
5) A CATEGORY 3 or 4 VENT, or a "B" VENT
TO BE PROVIDED TO THE OWNER PER
STREET , NUMBERS TO CONTRAST w/ THEIR
w/ STRAIGHT PIPE BETWEEN THE OUTSIDE
CG55 4,410 ,
BACKGROUND 4 TO BE A MIN, OF 4 HIGH w/
19)
MECHANICAL DUCT OPENINGS 4 OTHER
A MIN, STROKE WIDTH OF 1/2" ,
WATER NEATER IS INSTALLED.
RELATED OPENINGS TO BE COVERED
10) ALL EXTERIOR OPENINGS , INTERSECTIONS
C) A CONDENSATE DRAIN THAT IS NO MORE
DURING CONSTRUCTION PER CG56 4,504.1 .
4 ATTACHMENTS AS LISTED IN CRC R103,8
20)
ADHESIVES , SEALANTS , CAULKS , PAINT
TO BE HAVE CORROSION - RESISTANT
INSTALLED WATER HEATER, AND ALLOWS
STAINS , AEROSOL PAINTS , CARPET 4
FLASHING .
NATURAL DRAINING w/OUT PUMP ASSISTANCE.
RESILIENT FLOORING TO COMPLY w/ VOC
11) ALL EXHAUST FANS (INCLUDING RANGE HOOD)
D) A GAS SUPPLY LINE w/ A CAPACITY OF s
4 OTHER TOXIC COMPOUNDS LIMITS PER
TO HAVE A BACK DRAFT DAMPER,
LEAST 200,000 BTU / HR,
CG55 4.504 ,
ANCHOR BOLT 6
21)
MOISTURE CONTENT OF BLDG, MATERIALS
12) PROVIDE R-23 INSULATION FOR EXTERIOR
36) ALL HOSE BIBBS (EXCEPT CLOTHES WASHER
USED IN WALLS 4 FLOOR FRAMING IS NOT
WALLS, AND R-49 IN THE ATTIC,
CONNECTION) TO HAVE ANTI -SIPHON DEVICE .
TO BE ENCLOSED IF THE FRAMING MEMBERS
13) DRILLING 4 NOTCHING STUDS TO BE IN
31) LAUNDRY RM, OUTLETS TO 5E SERVED 5Y
EXCEED le% MOISTURE CONTENT AS REQD.
ACCORDANCE w/ CRC R602,6 ,
LEAST (1) 20AMP. BRANCH CIRCUIT. THIS
BY CG55 4,505 ,
14) DOUBLE TOP PLATES TO HAVE A MIN, LAP
22)
PROVIDE EXTERIER PLASTER SIDING OVER
OF 24" , NAIL w/ 8 - 1(od ON EA, SIDE OF JOINT
38) SMOKE ALARMS TO BE DIRECT WIRED TO BLDG,
WEATHER - RESISTIVE BARRIER AS PER
U, 0, N„ LAP PLATES -0 INTERSECTIONS 4
w/ BATTERY BACKUP 4 INTERCONNECTED TO
CRC 103 ,
CORNERS,
23)
BATH RM, EXHAUST FANS TO BE "ENERGY
39) CARBON MONOXIDE ALARMS TO BE DIRECT
STAR" COMPLIANT 4 TO BE DUCTED TO BE
15) PROVIDE FIRE BLOCKING AS PER CRC R302,11 ,
WIRED TO BLDG, w/ BATTERY BACKUP 4
5" DIA FLEX DUCT - 101 MAX, LENGTH AND
1(o) ANNULAR SPACES AROUND PIPES , CABLES ,
INTERCONNECTED TO ALL OTHER C, M, ALARMS.
TERMINATE OUTSIDE THE BUILDING 4 TO
CONDUITS , or OTHER OPENINGS IN PLATES Is
AS PER CRC R315 .
BE CONTROLLED BY A HUMIDITY CONTROL
EXT. WALLS TO BE PROTECTED FROM RODENT
CAPABLE OF ADJUSTMENT BETWEEN A
PASSAGE BY CLOSING OPENINGS AS PER
RELATIVE HUMIDITY RANGE OF 50% TO 80%,
CGBS SECTION 4.40(o .
AS PER 2013 CG55 4.506,
31' 2!6"
43' 1�`
51011 14". _ 12' 0 11 _
46) LIGHT FIXTURES IN TUB or SHOWER ENCLOSURES
30' 1' 11
24) MAX, FLOW RATES FOR PLUMBING FIXTURES :
TOILETS = 1,28 GPF , 6HWR, HEADS - 2.0 GPM
LAVATORY FAUCETS = 1,5 GPM , KITCHEN
FAUCETS = 1.8 GPM w/ 2.2 GPM TEMP, FLOW.
25) ALL EXTERIOR OUTDOOR LIGHTS SHALL BE
HIGH EFFICACY LUMINARIES or LOW EFFICACY
(INCANDESENT) LUMINARIES CONTROLLED BY A
MANUAL-ON/OFF SWITCH w/ A PHOTOCELL 4
MOTION SENSOR,
2(o) DRYER VENT DUCT TO BE A MIN, 4" DIA. TO
THE OUTSIDE 4 EQUIPPED w/ A BACK DRAFT
DAMPER ,
21) PROVIDE SEPARATE GROUND WIRE TO ALL
PANELS FROM MAIN SERVICE ENTRANCE PANEL,
AS PER 2013 CEC ART, 250-32,
28) ALL EXTERIOR RECPTACLE6 MUST BE WATER
PROOF/ GFCI PROTECTED, AS PER 2013 CEC
ART, 210.52 (E) (1) 4 210.8 .
29) AFCI PROTECTION IS REQD, THROUGHOUT THE
DWELLING AS PER 2013 CEC ART, 210,12 (A) ,
ALL 120V SINGLE PHASE, 15 4 20AMP, BRANCH
CIRCUITS SUPPLYING OUTLETS TO BE
PROTECTED BY A LISTED ARC -FAULT
INTERRUPTER , COMBINATION TYPE INSTALLED
TO PROVIDE PROTECTION TO THE 5RANCH
CIRCUIT , INCLUDING LIGHTS , RECEPTACLES ,
4 SMOKE DETECTORS .
111' 411
13,0"
30) ALL 125V SINGLE PHASE, 15 4 20AMP,
RECEPTACLES SHALL BE LISTED AS TAMPER
RESISTANT RECEPTICALES AS PER 2013 CEC
ART, 406.12 .
31) ALL LIGHTING IN GARAGE 4 LAUNDRY RM,
TO BE CONTROLLED BY VACANCY SENSORS,
CEnC SECT, 150,0(k)(o.
32) PROVIDE A MIN, OF (2) 20AMP, SMALL
APPLIANCE BRANCH CIRCUITS EVENLY
PROPORTIONED IN THE KITCHEN, PANTRY,
DINING or SIMILAR AREAS TO SERVE ALL WALL
4 FLOOR RECEPTACLES, SUCH CIRCUITS SHALL
HAVE NO OTHER OUTLETS PER 2013 CEC
ART, 210.52(5) .
33) BOND ALL METAL GAS 4 WATER PIPES
TO GROUND , ALL GROUND CLAMPS TO
BE AN APPROVED TYPE 4 ACCESSIBLE .
34) PROVIDE EROSION CONTROL 4 STORM
WATER POLLUTION PREVENTION MEASURES
DURING CONSTRUCTION .
43' 0"
30' 0"
35) WATER NEATER TO HAVE :
BE
40) APPROVED F. A, U, TO BE IN ATTIC w/ 22" x 30"
L 15' 09411
UP 1 - 6"RISERS
A) 2 - SEISMIC STRAPS. ONE STRAP tv UPPER
ATTIC ACCESS 4 24" WIDE SOLID WALKWAY FROM
9 0
1/3 4 2nd STRAP TO BE 6 LOWER 1/3 NO
ATTIC ACCE55 TO F, A, U. NOT TO EXCEED 201 LG.
490
CLOSER THEN 4" OF CONTROLS,
PROVIDE 30" 50, SOLID PLATFORM IN FRONT OF
a
5) A CATEGORY 3 or 4 VENT, or a "B" VENT
SERVICING LOCATIONS , PROVIDE ELEC, OUTLET
C D X
w/ STRAIGHT PIPE BETWEEN THE OUTSIDE
4 LIGHTING FIXTURE NEAR F. A, U, LOCATION .
AS PER CMC 306.4.
or EXT. 056 1,4
TERMINATION 4 THE SPACE WHERE THE
. }\
I - 61DE3
WATER NEATER IS INSTALLED.
41) GFCI REQD, FOR ALL 12 -VOLT RECEPTACLES.
5' FIXED H. B.
C) A CONDENSATE DRAIN THAT IS NO MORE
42) PLUMBING FIXTURES WILL COMPLY w/ CA. ''t In
41) ALL TUBS 4 TUB/SHOWERS TO HAVE INDIVIDUAL
THAN 21' NIGHER THAN THE BASE OF THE
SENATE BILL 401 FOR THE INSTALLATION
Bxl2 EXPOSED 5M.
INSTALLED WATER HEATER, AND ALLOWS
OF WATER CONSERVING FIXTURES.
b'x w/
6 x 2 ARCHED TRANSOM
NATURAL DRAINING w/OUT PUMP ASSISTANCE.
43) THE BUILDER SHALL INSTALL A NORMAL III INSIDE
CONTROL VALVES FOR PRESSURE BALANCE 4
D) A GAS SUPPLY LINE w/ A CAPACITY OF s
DIAMETER, LISTED RACEWAY TO ACCOMIDATE A
H2,5A
LEAST 200,000 BTU / HR,
DEDICATED 208/240 VOLT BRANCH CIRCUIT,
ANCHOR BOLT 6
Bxa POST w/
2 -SIMP. 1112E
THE RACEWAY SHALL ORIGINATE IN THE MAIN
8x8 POST w/ 8x8 POST w/
2 - SIMP. 12127 - SIMPI 1212E =
36) ALL HOSE BIBBS (EXCEPT CLOTHES WASHER
OR SUB -PANEL, 4 WILL TERMINATE INTO A LISTED
1/2" s 2411
CONNECTION) TO HAVE ANTI -SIPHON DEVICE .
BOX -0 THE PURPOSED SITE OF AN ELECTRIC
1) OVER DOUGLAS FIR STUDS 9 1(o" 0/C . HEM FIR TOP
31) LAUNDRY RM, OUTLETS TO 5E SERVED 5Y
VEHICLE CHARGER, THIS AND ALL ADDITIONAL
SPECS, OF THE CA. GREEN BLDG, STANDARDS
I - EA. SIDE OF I - EA. SIDE OF `�
I
BEAM
LEAST (1) 20AMP. BRANCH CIRCUIT. THIS
SECTION 4.106.4 SHALL BE MET.
4) IF NAIL GUN 15 U5ED , NAILS TO HAVE A FULL HEAD .
CIRCUIT TO SERVE NO OTHER OUTLETS,
SECT, 408.3
STEEL PLATE.
38) SMOKE ALARMS TO BE DIRECT WIRED TO BLDG,
44) THE SERVICE or SUB -PANEL CIRCUIT DIRECTORY
SHALL IDENTIFY THE OVERCORRECT DEVICE
w
w/ BATTERY BACKUP 4 INTERCONNECTED TO
SPACES) AS RESERVED FOR FUTURE ELECTRIC
ALL OTHER ALARMS , AS PER CRC R314 ,
VEHICLE CHARGING AS "EV CAPABLE, THE
39) CARBON MONOXIDE ALARMS TO BE DIRECT
RACEWAY TERMINATION LOCATION SHALL BE
WIRED TO BLDG, w/ BATTERY BACKUP 4
PERMANENTLY 4 VISIBLY MARKED AS,
INTERCONNECTED TO ALL OTHER C, M, ALARMS.
"EV CAPABLE"
AS PER CRC R315 .
45) THE GROUND IMMEDIATELY ADLACENT TO THE
FOUNDATION SHALL BE SLOPED AWAY FROM
(�:3
THE BLDG. 6 A SLOPE OF NOT LESS THAN 611
WITHIN THE FIRST 101011 (5% SLOPE), AS PER
2013 CRC SECTION R401.3 .
�
m
46) LIGHT FIXTURES IN TUB or SHOWER ENCLOSURES
TO LABELED 11SUITAB1 E FOR DAMP
0 0
Q�pFESS/oN
G)
53 5390� �n
ll
d (!2C)17
CIVI
o�-rA
II' GEIL
15' 09/"
I
L 15' 09411
UP 1 - 6"RISERS
3'b" LG,
41011
9 0
260
,
LOCATION", AS PER 2013 CEC ART,
410,10 (A) 4 (p),
490
WIND - PLF
335
a
I
HDU4
C D X
C D X
C D X
or EXT. 056 1,4
1 - SIDE
I - SIDE
I - 61DE3
EDGE NAILING
ON 2-2x
5' FIXED H. B.
8d Is 3
FIELD NAILING 4
41) ALL TUBS 4 TUB/SHOWERS TO HAVE INDIVIDUAL
8d 6 12"
8d 6 12"
Bxl2 EXPOSED 5M.
EXPOSED BM•
_ _ - - _ - - -
B
b'x w/
6 x 2 ARCHED TRANSOM
THICKNESS
So —SMOKE DETECTOR
CONTROL VALVES FOR PRESSURE BALANCE 4
TRUSS TO PLATE 5
H2,5A
_ _ _ _ _ _4�-Sxl2
_ _ _ _ _ _ _
THERMOSTATIC BALANCE or COMBINATION
ANCHOR BOLT 6
Bxa POST w/
2 -SIMP. 1112E
5/811 s 3611
8x8 POST w/ 8x8 POST w/
2 - SIMP. 12127 - SIMPI 1212E =
SPACING
5x8 BM.
NOOK =
N
1/2" s 2411
1/211 9 911
PRESSURE BALANCE/THERMOSTATIC MIXING
1) OVER DOUGLAS FIR STUDS 9 1(o" 0/C . HEM FIR TOP
I I EA, SIDE OF
2) ALL PANEL EDGES BLOCKED w/ 2x FRAMING . U.O.N.
I - EA. SIDE OF I - EA. SIDE OF `�
I
BEAM
PANELS TO BE 44 POST or 2-2x STUDS w/ 2-ROW5 1(od
TILE
4) IF NAIL GUN 15 U5ED , NAILS TO HAVE A FULL HEAD .
5) TO BE INSTALLED 9 EACH END OF EACH TRUSS,
SECT, 408.3
STEEL PLATE.
UP 2 - b" ml I BEAM MITER
w
Q)
Q)
x
U
= VALVE TYPE, CPC
RISERS .0 i PATIO ^ ' 8x8 POST w/ 8x8 POST w/ r
d l I STAMPED CONC. _ _ _ _ _ _ _ _ _ _ _ _ _ - _ 2 - SIMP. 1212L 2 - SIMP. 1212L 30' LG
axa BM. 51DEW
61 I - 1 - EA. SIDE OF I - EA, SIDE OF
8x8P05Tw/ II'PLAST,CEIL.-------- -------- O NO
x I 2 -SIMP. 1212E , „ , " BEAM 1 IZ12T BEAM 1 1112E ,
m I 1 - EA, SIDE OF 2O' S 'I s a 9 4 3 8 "' BEAM TO BEAM TO HOEDOWNS
HDU4 TRUSS 501 w/ 5 I/4' x GL. DR. SAFETY GL. 'a"x 8'0" TOP PLATE TOP PLATE Q H. B.
l'LG. W. P. 3-2x6® 12'x8'SL.G _ __---____-- -
S LD 4 t DBL. 2x 1 " VERSA LAM. BM. SAF, GL.
GFCI W. P. 4k 4'6' S. H. p3 2 LG.
TRIMMERS " - - - - - y HDU4
GFCI HEAD 9 8'0 8x12 EXPOSED BM,
8x8 BM. GFI GFI 2 - 2xb • ON 2-2x
TRUSS C01
---------------- ---------------- PORCH O MAIN ELECTRICAL O P.G.
------------------ -- -- - 1--1---------------
Sx8 BM. O GFI e I GFI 1 I STAMPED CONIC. `n DRYER 3'O" SUB PANEL
G FIREPLACE TO BE - D/W r - I _ _ GFI FPI 10' PLAST. CEIL, VENT
OBSC, SAF. GL. H B GAS DIRECT -VENT SINK
SEALED -COMBUSTION I GFI I 4k 4' SL,
3'x Z' SL 2 - 3'x 5' S. H. TYPE 5x8 BM_ - - - _ -( I 1 - _
-_-_ --_ _ Bx88M. r- ,
--7'�--�_I------------------- -- -1- SHELVES I I
SHOWER BDRM.3 --- -- - (///--------- - I-�---- ------ ------ -- I I LAUND. ; — G
18" HI, I I GFI W OO I TILE I D 220 I o
8x12 EXP. HDR.
HEARTH " 1 a I 9' CEIL. �-_ I I o
wooD TOP 9 90 3/4 a PANTRY W I
:.F•
TLE SH. 9' CEIL, - - - - _ _ - - -- - - _ -_ -_8x8 BM- -_ - - - - I I GFI GFI GFI O y TILE ( i 1 GFI �
--_ ???111---_ _ _ _ I W r 1 �.{{, CEILING >
48" HI, - _ _ _ 1 r ui 9' GEIL ,= I I W `V I I t OUTLET
TLIE SH. - - - - - - --- ---------- BXaBM,- OO N r 1 I I `--�, 13' LG. x
- ��---------- I � ION
HDU4 L m
36 HI. �p 20' LG, FAMILY _� r r - - - - - - - - - - - i I I I I I GFCI 2-2x ? -
2'6" �., A HDU4 TILE I ( KITS I GFI _ w
GI O ON 2-2x II' GEIL. 11 GFI I r--, J
�/ //''��---------- --------- _S...=---- -_ I TILE `- I I I I W Q
------------------- ------- -- -I 11'CEIL. GFI J I R.
20 LG. A 13. N2 - 8xa POST 1 1 - , 'I 1 31 411 3' 0 2 2" 3' O" _
No S' 10" 4' 0" 31811
81101111 TYPICAL ----------------- ------ `-1-
HOLDOWNS - _ - _ _ _ - _ - _ , z 2-2x6 9 22'x 30 GARAGE
TILE `S GFI- - SINK r- - - - -R- - - - - - -5x8 5M- - - - i i 3'O° 1 FR. 1 20 J TRUSS C08 1 A �A• I "� IO'
9' CEIL. = I I C. 0, CEILING GFI .o
_ _ Sx8_BM. _ _ _ -
_ _ I/2" GYP. BRD. cin
1'y" ---------- ------- --------"' -- �' CEIL.tWALLS
� � - GFI � I GFI L — W J 6x12 HDR. 2xb WALL I 1 � - I- � 2'6" � I I
2'b" a, ---------- -- --- - ___
W. P./GFCI I 1 GFCI r I I - 4x11 HDR.
220 I I - I I 2-2x6 •TRUSS 509-814 50 C. 0. HALL 2-2x4 9 TRUSS CO9
= I i 2-2x6 TRUSS C10111-04 3 3 FULL HGT. LOCKERS
DISC. '1 I' LINEN 'I I O
�n L _ J L _ _ _ _ _ _ J 8x12 EXP, HDR. TILE = 3'0" UP 2 - b"
- - - - - 0 0 8x8 BM. I Imo' TOP* 90 3/4 O "
SHELVES SHELVES - - _ _ - - - _ _ 9' CEIL. _ 3'0 RISERS
G.U. 2'8' 2'6" 2'B' -------------- --
-- - -- ----- ---- ---------------- --
SHELVES - 4x12 HD . 4x12 HDR, 4x12 HDR. 6x12 I 1 0 CMD MUD RM.
r - , 3-2x4 ® TR SS AIO-Al2 i I 5' SL. BARN DOOR 3 4
_ 3 - 2x4 - 3 - 2x4 9 HALL 0 HDR. 3 6'0" G. 0. TILE I I CEILING i
�9 ,I I, TRUSS A02 TRUSS A05 `t , 9' CEIL.
3-2x49 TILE CMD --------- O
�^ ~i I TRUSS A011 FACE OF O GFI OUTLET £ o
9' CEIL. 3'0" - - _ - - - - STORAGE STORAGE I 1 a n
I I 2xb WALL __________Bx88M_-----___-_3 0 BENCH
2'6" 2.8.. --- --_ - ------ -- - - -- -- --- axe am, 201 -------- 2'0° 1'b" LJ r
0 -
PR. 76" 11R. 17 --- ------ -- - --- --------- -- SAFETY G 4 -
`Q �axl2 EXP. BM. 4' 8" 1 OI� 4' 8° 5x8 BM. _ -^ 0
TOP 9 10'0 3/4" a CLAS
O SHELVES COATS 2' lO° 14' 411 axe am, W/H O O
5DRM.4----------- ------ 4 10 3 0"
'—
= 18"x 4a"
o, W 1�------=--, ARCH DINING EF.
WOOD O r - - I I _
9' CEIL. I I N ENTRY OPPENING 6'0" i i - - - - - - - - - - - - - - - _ - - - 8x8 BM,
C. 0.1 ----------- ------------ B. "3
- vi " WOOD m I I - TILE o - „
_ - I - TILE TILE - w P. C.
X12 x 30' I 1 10' GEIL a 2 - 2x6 9 3'2 LG,
m x IA. A. w 9'CEIL. I ; W 10'CEIL.-----_-_ -
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O Pr- --
--- --- HDU4
` N I 2-2xb 9 TRUSS A13 t 501 2-2xb - TRUSS 505 t 508 = 3'0" ON 2-2x
ap I 3'x 5' S. H. 2 - 3'x 5' S. H. �j
I 4'x 8' 3 SEE PTL. 10/4 - - - - - - - - - - - - - - - - - _ I/2 SAFETY GL. l—�I�
FOR DINING RM. - axe BM. OBSCURE H• 5• W. P. 8x8 POST w/ A
SAFETY GL. I I GFCI I I 2 -SIMP. 1212E b'a" LG
" u u u I SHEAR WALL \---------- - - - -- - - - - - -- £ 1-EA,SIDEOF _ GAS
3'x 6' S. H. SAFETY 3'x 6' S. H. y
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----- -
- - - J O HEAD - 8' HEAD - 8' - - - - - - - - �I I I I'� BEAM TO
H. B. 3 - - - - - - - - -- ' `" PORCH TOP PLATE
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----- CEii
2'b° STAMPED CONC. w/ 2' VENT w/ 2' VENT I ( 10' PLAST. I 1 -
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-- UPPER a-SIMP, w cf� 10' PLAST. CEIL. --_ _--__---______ ___- -_- _
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LG. 2'3" LG. GFCI
- - - - - _ _ - - - _ _ _ _ - _ _ _ _ _ - - - 8x12 EXP. BM.
$ O GFCI BEAM SIDE OF 20, 0" '� 2-2x 13' 6" ONU2-2x GFCI -
_ i 8x8 POST w/ -
_ Sx8_BM. COUNTER - 2 -SIMP. 1111E -
N OFFICE - - - - - - - ED 5M. GAMER 19 EA, SIDE OF o
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r WOOD ___-- --- 26 34" HI. ----- ----------- ----------------- 10'CEIL. BEAM MITER
�n
9' CEIL. 2'8" - - - - - - - =
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---------- - -
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TOP PLATE
dp I I o TTP.
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2 - SIMP, 1212L
5x8 BM. I I EA, SIDE OF
_ - - - ------ - - - - -- -_ - - ------ BEAM MITER
3'x 5' S. H. b'x 5' FIXED 3'x 5' S. H. C 8x11 EXPOSED BM.
3' LG, 3' LG,
HDU4 HDU4
ON 2-2x 19' OII ON 2-2x 6' o"
25' 0" L 6' a"
FLoofR PLAN 3863 5Q, FT.
3/1611 : �1 OII
GARAGE = 951 5Q.- FT.
STAMPED CONC. FORGHE5 666 6Q, FT,
33' b" 501211 161 SII 35 6
111' 4"
5HEAR WALL SCHEDULE
SHEAR WALL
ZL
z�
&
SEISMIC - PLF
260
350
490
WIND - PLF
335
485
600
3/5" PLYWOOD
C D X
C D X
C D X
or EXT. 056 1,4
1 - SIDE
I - SIDE
I - 61DE3
EDGE NAILING
8d e 6 11
8d 6 4 i 3
8d Is 3
FIELD NAILING 4
Sd 6 12"
8d 6 12"
8d 6 12"
SILL PLATE
11/21'
11/2"
11/21'
THICKNESS
So —SMOKE DETECTOR
I
TRUSS TO PLATE 5
H2,5A
H2,5A
H2,5A
ANCHOR BOLT 6
5/8" 9 4811
5/811 s 3611
5/811,0 1211
SPACING
1/2" Is 34"
1/2" s 2411
1/211 9 911
NOTES
1) OVER DOUGLAS FIR STUDS 9 1(o" 0/C . HEM FIR TOP
E BOTTOM PLATES .
2) ALL PANEL EDGES BLOCKED w/ 2x FRAMING . U.O.N.
3) VERTICAL FRAMING FOR EDGE NAILING 9 ABUTTING
PANELS TO BE 44 POST or 2-2x STUDS w/ 2-ROW5 1(od
SINKERS 9 12" 0/C FULL HEIGHT,
4) IF NAIL GUN 15 U5ED , NAILS TO HAVE A FULL HEAD .
5) TO BE INSTALLED 9 EACH END OF EACH TRUSS,
(o) ANCHOR BOLT WASHERS TO BE 311 50, x 1/4" THICK
STEEL PLATE.
CODE ANANLY515
APPLICABLE CODES - 2013 CBC, CRC, CMC, CPC, CEC
CRC, CDC, Ca, Green BC, 4
TITLE 24 ENERGY CODE
BUILDING USE RESIDENCE
OCCUPANCY GROUP- R3 RESIDENCE 4 U - GARAGE
TYPE OF CONST. V -B
ii 1J 7'TE \
EIRE SPRINKLERS REQUIRED
N0, OF STORIES 1 SAY ?�;F v
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3" SQ, x 1/4" 6'O" 0/C - U. 0, N.
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\(o MIL, VAPOR
4" GRAVEL BARRIER
#3 10 48" 0/C w/
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FOUNDATION NoTE6
1, THIS FOUNDATION 15 A "DOUBLE POUR" SYSTEM .
2. ALL EXTERIOR SLABS TO HAVE 2% MIN. SLOPE
AWAY FROM STRUCTURE , AND "3 BARS 6 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,
5, HOUSE SLAB TO HAVE TOOLED JOINTS OR CRACK
CONTROL STIPS.
(o. PROVIDE (o MIL. VAPOR BARRIER w/ 6" MIN, JOINT
LAPS BETWEEN SUB GRADE 4 4" CONC, SLAB 4
COVER w/ A MINIMUM OF 2" OF SAND, AS PER
2013 CRC SECT. R506.2.3 .
i. PROVIDE A 2013 CaIGREEN SECTION 4.505.2.1
CAPILLARY BREAK BY :
A) EQUIVALENT METHODS APPROVED BY THE
ENFORCING AGENCY,
B) A SLAB DESIGN SPECIFIED BY A LICENSED
DESIGN PROFESSIONAL,
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BM. TO BM. TO TOP PLATE 3
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PLATE M6TA28 s TOP I I OF STRAP /C OVER FULL LENGTH E
PLATE SPLICE 1 1
___ ____� SIMILAR SHEAR WALL 4:12 1 1 3 I c====�___
ul 9'03/4"
PLATE RIDGE 4 12 ---
II
___ ____� ��1�- 11'03/4"PLATE
F F _ _ _ _ _ = W/ ad 6DRaG1( C09 4 - 16d 51NKER6
6HTG, TO TRU66 EA, SIDE OF E _ _ _ _ --
_ - -
w/ DRAG = 3.4K TOP PLATE SPLICE 1
DRAG TRU55 A13
' FOR ENTIRE WALL I
W/ad616"O/C RIDGE
SOLID FLOOR SING. TO TRUSS
PLATFORM TO W/DRAG =4.1K -------- ------
FURNACE r - - ------ - - - - -
, ' RIDGE N yi
,o
_ ------------ - - - - -- - i TILE RooFING � �� � �� 10-16d61NKER5 I
14-16d61NKER5 i ' i 1 10 03/4 PLATE 9 03/4
- - - - - - - EA. SIDE OF I 1 TO SIDE E
I 1 ui/ 2-L>4Y5 �� PLATE TOP PLATE SPLICE
- - - - - - - TOP PLATE SPLICE `i r 1 N ' ' UN1�RL>�YMNT �° FOR ENTIRE WALL _ _
4.12 n n n n n , � n n n n n n n
--------
FOR ENTIRE WALL 1 1 10'0 3/4 PLATE1,461,
MIN,
I I I I I I I I I-� i, \ -
--- I 1 1 ---
X FURNACE
SWITCH�- Q LOCATION 10' O 3/4" PLATE I I I I I I 1 I ''' tU 1 1 ` I I I I I I I I I I I I I
LIGHT IN L_ J 1 I 1 I I
ATTIC ATTIC r(o 6 w _ _ _ =
ACCE56
IF
4 12 3
: L
---- E4-12 Q � ���VALLEY EXPOSED
RAFT.
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TAIL - TYP.
1 � - -
_ TO TOP PLATE 10' 0 3/4" PLATE
n n n n n n n n F-
II II II II II II II II II II II II II II II I1 i� �Q � yid ___ 'i I IL -I1 I �` ROOF NOTE6II II II II II II 11 II II II 11 II II II 11 I1 , CIII/,
- - - - 7 II II II II II II II II II II II II II II II II , n n n n n 2 6 / 11 II II II ��
II __u__u 1 _11__11__11__11__1 1L ,' �, I1 I1 II II II �` ' 1. ROOF PLYWOOD TO BEI/2"CDXw/TECH SHIELD
u__u__u__u__L1__u__11__ 11__11__11__11__ r �� ,'� II II II II II ��- TYP.
E-__ - =1+ I I I I I I 1 I I I I I I I I I I I I I 11 1 I 1 I I I 1 , i^ I I I I I I I I I I I I^. RADIANT BARRIER Or EQ. 4 1 3/4" X 1/2" CROWN
yjd if 1 I I 11 I I I I I I I I I I I I I I 1 I 11 1 I I I I I 1� �,' 'i' I I I I I I I I I I I I 11 n STAPLES 6 6" / 12" O/C . STAPLE CROWNS TO BE
IN LINE w/ FRAMING MEMBERS .
--- ----
M5TA24 � M5TA24 6 BM. ,'^ I I 11 1 1 1 1 11 1 1 1 1 1 1 I I �� 2. NAIL ROOF SHTG. INTO DRAG TR w/
4x6 EXPOSED BM. TO BM. TO TOP PLATE '�' I 1 1 I I 1 I I I 1 1 1 I I 1 1 I I � .` Ed � 6" O/C OVER FULL LENGTH OF TRUSS,
4 1� `���F c = _ _ _ _ _ - R 24TE0 C TAILS YP. lRooF f:'LAN 3. PROVIDE N1 CLIP EACH END OF ALL TRUSSES-U.O.N.
DRAG TRU66 DO4 �, 6�� O/C i 1 �� �� 11411 ' 1, 011 4. PROVIDE CLA55 "A" COMPOSITION 6HINGLES
w/ ad 'v 16" O/C TRU5 1 \� 3 i I ��� _ _ _ = CS16 x 1' LG. TO 9' 0 3/4" TOP 4x8 EXPOSED 10 0 3/4 PLATE INSTALL AS PER CRC TABLE 1501.1 .
- - - SHTG. TO TRU55 TRUSS TO TOP �� I 1 1 ^ PLATE TO HORIZ, 2x6 SOLID BLKG, NIP RAFT. TAIL 3 3
5. FASTENERS FOR ROOF COVERING TO BE
PLATE ` I I I w/ ad 64" O/C OVER FULL LENGTH TYP' CORROSION RESISTANT . CRC 1501
W/ DRAG = 1.2K OF STRAP - 6. PROVIDE H2.5A -0 ALL POINTS OF BEARING FOR
ATC: TIENT X CALG64. TRU66 A13 4 C10.
E 5O% OF REQD, VENTING TO BE IN THE UPPER PORTION OF ATTIC . 1. PROVIDE H14 Q ALL POINTS OF BEARING FOR
TRU66 Bol.
(UPPER PORTION 16 3'0" MIN. ABOVE THE SAVE VENTS.) 2 - 16d IN END OF
_ _ _ _ _ _ 9 0 3/4 4x6 RAFTER TAIL 8. PROVIDE (2) - H2.5a s tv ALL POINTS OF BEARING
1 - - -I -1 - - - ATTIC -- 5462 5Q. FT. = 300 = 18.21 SQ. FT, -1 -- 26.10 SQ, FT, FOR TRUSS D04.
PLATE TOTAL REQUIRED VENTING .
4x6 RAFTER TAIL 2x(o SOLID
PROVIDE 13.05 60. FT, OF HIGH DORMER VENTS. 6'0° LONG BLKG,
_ _ _ PROVIDE 13,05 5Q. FT, OF 4"x CONT. EAVE VENT. Sd 4 O/C ENERGY REQUIREMENTS
STAGGERED'--,,. 13/4 x 1/2 CROWN COMPLY uj/ THE CA.
u �� 2x4 60LID
STAPLE 6 3 O/C ENERGY COMMISIONS
ad 's 6 O/C \ ad 6 0/C\ BLKG CERTIFICATE of COMPLIANCE ON TITLE 24
OLID FORM C1= -1R.
E. N: 2 - 16d 61NKER5 BLKG
i 1 II II II II II II II II 11_ _ _I_
11_ _ _1 _ -_ = TO TRU66 E, N. 2x4 SOLID BLKG, REQD, SPECIAL FEATURES
,'i• , I II II II 1I 1I 1I 1I 1I II 1I 1I 1I 1I 1I 1I 1I 1I 1I II 1I 1I I1 II 1I I \�
1) CEILING HAS HIGH LEVEL OF INSULATION (R-
49).
DRAG TRU55 DRAG TRUSS 2x4 24" O/C SIMP, H2.5A CLIP 2) WINDOW OVERHANGS and/or FINS.
16d SINKER OPPOSITE SIDE OF 4x6 HERS FEATURE SUMMARY
2 - 16d SINKERS 10 4" O/C TYP. ALL TRU56E5 -U.O.N.
9' 0 3/4" PLATE16d 6" O/C TO TRUSS STAGGERED BLDG, -LEVEL VERIFICATIONS:
3 3 y 16 's 6
d " O/C L51O s 16 O/C EXTERIOR CONT. 2x4 � 24 0/C
,/ I E. N• 2x4 SOLID BLKG.
PLASTER ATTIC 1) IAQ MECHANICAL VENTILATION COOLING
ENTINS
SHEAR DTLO
0
E. N:-'
SHEAR WALL
V SHEAR WALL
1011 , t
SHEAR l)TL-r � SHEAR l)TL-- �p 5HEAR IDTL?
SYSTEM VERIFICAT0
COOLING SYSTEM VERIFICATIONS:
1) MINIMUM AIR FLOW,
2) FAN EFFICACY WATTS/CFM,
HVAC DISTRIBUTION SYSTEM VERIFICATIONS:
1) DUCT SEALING,
DOMESTIC HOT WATER SYSTEM VERIFICATIONS:
1) NONE,
ROOF SHEATHING
1) TECH SHIELD RADIANT BARRIER or EQUAL.
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GENERAL CONDITIONS: FRAMING/LUMBER: f
1-1 All work shall
be in conformance
with the 2013
CBC and applicable
Municipal, State
Federal and OSHA
Safety regulations.
1-2 The drawings represent the finished structure. The Builder is responsible for the methods of construction including forming, shoring,
bracing, etc. The Builder shall provide all measures necessary to protect people and property during construction.
1-3 The Builder is responsible for obtaining all necessary approvals and permits from all governing agencies. All work is subject to Building
Department field inspector's approval. If a certificate of occupancy is not obtained by the owner for this project, then the engineer
assumes no liability for this structure.
1-4 The Builder shall verify all dimensions, details and job site conditions prior to commencing work and notify the Engineer in writing of
any discrepancies before purchasing materials or scheduling labor.
1-5 Should any changes be made from the design as specified in these drawings without written approval from the Engineer, then the
Engineer will assume no responsibility for any element of the structure.
1-6 Additional plans that may be included with this plan set (site plan, electrical, plumbing, HVAC) are by others. The builder is responsible
for coordinating and ensuring accuracy of plans by others.
1-7 The Builder is responsible for preventing water infiltration into the building through the roof, walls, or floor. The owner is responsible for
maintaining all systems designed to prevent moisture from entering the building. The Builder is also responsible for preventing water
condensation inside the building cavities including but not limited to the roof, walls, and floors.
1-8 The builder or owner shall determine if the structure is in a flood plain & notify the engineer in writing if it is. The structure is not
designed to resist the effects of flooding.
1-9 If certain features of the structure are not fully shown or detailed on the plans, their construction shall be of similar character to
conditions shown on the plans
1-10 All sheets that contain engineering requirements included in this plan set must be wet signed and stamped by the engineer to be valid.
1-11 Any conditions noted as existing must be field verified by the contractor and any discrepancies must be brought to the attention of
the engineer prior to continuing with construction.
FOUNDATION / SITE WORK:
2-1 The Builder is responsible for locating all buried objects that may be encountered but that are not shown on these plans. The
foundation is designed to be placed on a level pad on undisturbed and non—expansive soil. The Builder shall notify the Engineer in
writing if any unusual soil conditions such as organic soils, clay, or uncertified fills are found at the site. The engineer has not made
a geotechnical review of the site u.o.n..
2-2 All excavations shall be inspected and approved by the Building Official before concrete is poured. Engineered fill may be used as
existing grade provided compaction tests are presented to the Engineer indicating a minimum compaction of 90% relative compaction
per ASTM D 1557. Fill material shall be free from debris, vegetation, and other foreign substances. All excavations, grading and fills
shall conform with 2013 CBC 1804. Footings shall extend into firm native soil with a footing depth below frostline 12" min. U.O.N.
2-3 The owner is responsible for providing geo—technical report to builder and engineer if one exists.
2-4 The bottom of all footings shall be clean and level.
2-5 Builder is responsible for providing drainage behind all retaining walls such that water can not accumulate behind walls. A minimum of
4" diameter perforated pipe sloped to daylight shall be used U.O.N. on plans. The builder is responsible for providing waterproofing and
damp proofing for all walls per 2013 CBC 1805.
2-6 All finished grade shall slope at a minimum slope of 2% away from all foundations a minimum of 10 feet.
2-7 The builder shall be responsible for locating and securing in place all anchor bolts, holdown anchors, post bases, plumbing and other
embedded objects prior to placement of concrete.
2-8 Anchor bolts are to be a minimum of 1/2" 0 with 7" minimum embedment into concrete and spaced at 6' o.c. maximum U.O.N.
Anchor bolts shall be placed 7—bolt diameters min./12" max. from each end of sill plate with a minimum of two anchor bolts per sill
plate. All anchor bolts shall have 3"x 3"x .229" thick washers refer to "Shear Wall" schedule for additional anchor bolt requirements.
2-9 For retrofit anchor bolts install TITEN HD (by Simpson) 1/2" 0 w/ 3-1/4" min. embedment or 5/8" 0 W/ 3-3/4" embedment. Install
per manufacturer's recommendations. Direct 1:1 replacement with washer per typical anchor bolt.
2-10 Foundations-unncrting wood shall extend at !acct 8 inches obcVe the adjacent finisher! nrcde. !ndlvidual Concrete or mnconr niers chnll
r- r7' y r
project at least 8 inches above exposed ground unless the columns or posts that they support are of approved wood of natural
resistance to decay or treated wood is used.
2-11 Footings placed on or adjacent to slopes must comply with figure 1808.7.1 of the 2013 CBC. A geotechnical engineer must approve
footing placements in violation of this figure. This engineer shall not be liable for any foundation placed in violation of this section.
CONCRETE:
3-1 All concrete shall have a minimum f'c = 3,000 psi after 28 days curing unless otherwise noted. 2,500 psi used for design, so no
special inspection is required.
3-2 Materials used to produce concrete, concrete itself and testing shall comply with applicable standards listed in ACI 318. Aggregate size
shall be a maximum of 1-1/2" in foundations and 3/4" at all other locations.
3-3 Curing compound shall be sprayed on all exposed surfaces immediately after final troweling.
3-4 All cement used shall conform to ASTM C-150-04 and shall be Type II or Type III low alkali.
3-5 Concrete exposed to freezing or thawing shall be protected in accordance to the latest edition of the ACI code and CBC Section 1904.
3-6 Vibrate concrete around all bolts, rebar and surfaces. Construction joints shall be clean and wet prior to pouring concrete.
3-7 All projecting corners of slabs, beams, columns, etc. shall be formed with a 3/4" chamfer, unless specifically noted otherwise.
3-8 Calcium chloride admixtures or chloride—based admixtures shall not be used.
6-1 All wood in contact with concrete shall be pressure treated Hem Fir or Douglas Fir at the builders option U.O.N.
6-2 Lag screws shall be screwed, not driven, into pre—drilled holes of 2/3 the shank diameter.
6-3 Holes for bolts shall be bored with a bit 1/32" to 1/16" larger than the nominal bolt diameter.
6-4 Structural members shall not be cut for pipes, etc. unless specifically noted or detailed. Where top or sole plates are cut for pipes, a
metal tie 0.058" min. thick and 11 1/2" wide shall be fastened across and to each side of the opening with not less than 6-16d nails
per the 2013 CBC 2308.9.8.
6-5 All framing anchors, clips, straps, hangers, holdowns, etc., shall be manufactured by Simpson Strong—Tie Company U.O.N. and installed
per manufacturer's recommendations.
6-6 U.O.N. framing shall be connected per nailing schedule per Table 2304.9.1 of the 2013 CBC.
6-7 Where exposed to weather, nails shall be galvanized.
6-8 Where in contact with pressure treated wood, all metal connectors shall be type 304 stainless steel or hot—dip galvanized steel meeting
ASTM A153-03.
6-9 2x solid blockingshall be provided over all bearing walls, shear walls, or other supports. Where manufactured "I"
P 9 PP joists are specified,
blocking requirements listed herein are to be considered minimums and shall be increased as per manufacturer's recommendations.
6-10 Splices and joints in double top plate of stud bearing wall shall occur at the center line of supporting stud.
6-11 All studs to have double top plates of the same dimension as the studs. Top plate splices of stud walls shall use 8-16d sinkers at all
top plate splices u.n.o.
6-12 Fire block wood studs at mid—height where stud length is over 10' —0".
6-13 Carry all upper level posts into lower levels and provide solid blocking under all posts in floors or continue post.
6-14 Where (2) or more trimmers occur, use solid blocking at the floor level continuous to the foundation.
6-15 All structural lumber shall be Douglas Fir Larch as graded by the W.W.P.A. or W.C.L.I.B. and shall have a moisture content less than
19% and be of the following grades unless otherwise noted:
2 x 4 studs . . . . . . . . . . . . . . . .. . . . . . . . Standard and Better
2x & 4x Structural Light Framing . . . . . . . . . . . #2 Grade
2x & 4x Joists and Rafters . . . . . . . . . . . . . . #2 Grade
4x & 6x Beams and Posts . . . . . . . . . . . . #1 Grade
Roof Sheathing (over supports spaced at 24" o.c. maximum):
*Supporting composition or metal roofing: Use 1/2" APA rated exterior 32/16
• All sheathing with face grain perpendicular to framing, stagger panels and nail with 8d at 6"/12" o.c. U.O.N.
*Wall Sheathing: See plans where occurs
6-16 Roof rafters shall be sized per 2013 CBC Tables U.O.N.
6-17 The builder shall take all measures necessary to protect framing from the effects of shrinkage. The Engineer shall not be responsible
for damage to framing members or finishes due to the effects of shrinkage. All new framing lumber shall have 19% maximum
moisture content at time of installation.
6-19 Plywood sheathing shall conform to PS 1-95. U.O.N. roof sheathing shall be CDX APA rated or OSB equivalent. Apply face grain
perpendicular to framing and stagger panels u.o.n. Edge nail at gable end trusses, drag trusses, freize blocking, and all supported
edges.
6-20 Where a wall is labeled as a shear wall, such wall shall be continuously shear paneled and nailed as required per schedule from the
roof plywood to foundation sill plate. Where a floor or other element disrupts the continuous paneling, special detailing is required.
Where special detailing is not provided, connections shall be requested by builder.
6-21 All headers to be as follows for openings not to exceed 8' in bearing walls, U.O.N. on plans:
2x4 stud wall 2x6 stud wall
4x12 6 x12
6-22 All headers to be as follows for openings not to exceed 4' in non bearing walls, U.O.N. on plans. For openings greater than 4' use
header specified for bearing wall U.O.N. on plans:
2x4 stud wall 2x6 stud wall
4 x 6 6 x 6
v 23 Pry wid% 1 ""3/4" ii�iii iiiiu iii bGGiiiig at eiid supports and 3-- i/2" ril in iiTium b2Vriiig at iri favi iiicviutG Siippvi i$ for %Gii iiig wiot$ and rafters,
unless otherwise noted on plans.
6-24 Misplaced anchor bolts at sill plate to foundation: See notes in "Foundation / Site Work" section on this sheet.
ROUGH CARPENTRY:
7-1 Where plumbing, heating, or other ducts are placed on a partition requiring the cutting of the double plates, a Simpson LSTA24 strap
shall be fastened to each side of the top plates.
7-2 Use two trimmers at each end of each beam and header over 6'-0" long, and one trimmer at each end less than or equal to 6'-0"
long unless otherwise noted on plans.
7-3 Balloon frame studs to truss bottom chord or full height at exterior walls where sloping ceilings occur, U.N.O.
GLUED—LAMINATED / MANUFACTURED LUMBER:
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All glue—lams shall be of the following grades with a camber of R = 1600' unless noted otherwise:
REINFORCING STEEL IN CONCRETE:
Glu—Lam Timber: ANSI/RITC A190.1-1983
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4-1
Reinforcing steel shall conform to the provisions of ASTM A -615/A 615M -04a, Grade 40 for #4 bars and smaller c:id Grade 60 for #5
8-2
Glue—lams shall be specified on plans. Glue—lams exposed to weather must be rated for exterior use by the manufacturer per CBC
bars and larger. All rebar is to be deformed. #5 and larger rebar shall not be re—bent. Welded wire fabric shall conform to the
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2303.1.3 Waterproofing of exposed ends shall be provided by others. Glued—laminated timbers shall be manufactured and identified as
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provisions of ASTM A 185-02.
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required in AITC A190.1 and ASTM D3737.
4-2
All lap splices shall not be less than 62 bar diameters of the larger bar. Horizontal laps in adjacent bars shall be staggered 5' — 0"
8-3
All manufactured wood products shall be installed per manufacturer's recommendations.
minimum.
8-4
Boise Cascade, TrusJoist MacMillan or equivalent shall provide manufactured lumber.
4-3
Reinforcement cover shall be as follows:
Minimum design values shall be as follows U.O.N. on plan:
Concrete cast against and permanently exposed to soil: 3" clear
JOB NO.
Specification Fb (psi) Fv (psi) Fcll (psi) E (psi)
2343
Concrete with soil or weather exposure: #5 bars and smaller: 1 1/2" clear
Microllam LVL 2600 285 2510 1.9 E6
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#6 bars and larger: 2" clear
TimberStrand LSL 2250 400 1950 1.5 E6
Concrete without soil or weather exposure: 1" clear
Parallam PSL 2900 290 2900 2.0 E6
Versa—Lam 2800 285 3000 2.0 E6
4-4
All reinforcing steel shall be accurately secured in position before and during concrete placement.
Rosboro BigBeams 3000 300 3000 2.1 E6
4-5
All reinforcing steel shall be clean at the time of concrete placement.
8-5
Manufactured "I" joists shall be installed per the manufacturer's recommendations using a deflection limit of 1/480. Use a
manufactured rim board with all "I" joists. Use a double rim board at all locations where ledgers are used (such as deck ledgers).
CONCRETE SLAB CONSTRUCTION:
WOOD
TRUSSES:
5-1
All slabs on grade shall be per the contractor. As such it is the contractor's sole responsibility to take steps to control cracking at
all slabs to the satisfaction of the owner.
5-2
Gravel or sand base shown is to provide structural base for slab only. No provisions for preventing groundwater infiltration of the slab
9-1
Truss design drawings shall be provided with the shipment of trusses delivered to the job site.
are included. If slab must be maintained in a dry condition then damp—proofing with 2" sand over 10 mil visqueen over 4" pea gravel
9-2
Truss design drawings shall include, at a minimum, the information specified in CBC Section 2303.4.1.1.
base is recommended.
9-3
The truss design drawings shall bear the name and seal of a registered design professional.
5-3
Slabs on grade shall be 4" thick and placed over 4" minimum of free draining aggregate base compacted to a minimum of 95%
9-4
Truss manufacturer shall submit drawings and calculations to all governing agencies for review and approval before fabrication.
relative compaction, unless noted otherwise.
9-5
Truss calculations shall reflect FAU load where applicable. The builder and the truss mfg. are responsible for ensuring that the trusses
5-4
Crack control jointing is designed by the builder, unless shown on foundation plan. The maximum spacing of joints shall not exceed
are built to the proper dimensions. The builder is responsible for locating the FAU unit on trusses that are designed to support the
10' in any direction.
load.
9-6
Provide no less than (2) 2x studs under all 2 ply or greater girder truss supports or as noted on plans, whichever is greater.
9-7
All truss to truss connections are designed by the truss manufacturer and shall be specified on the truss layout plan.
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EXCLUSIVE PROPERTY of STREAMLINE ENGINEERING.
THIS SHEET SHALL NOT BE REPRODUCED WITHOUT
WRITTEN PERMISSION.
REVISIONS
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STRUCTURAL DESIGN:
JMR
CHECKED:
JMR
DATE:
4/14/16
SCALE:
SHOWN
JOB NO.
2343
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