HomeMy WebLinkAboutB14-1059 047-230-152LEFT ELEVATION 1/411 = 11
-011
4/1/2014 11:23:07 AM
A I ER
ris Recovery
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ACCESSIBILITY REOUIREMENT5,2012. • - •
:2015 00550
MISCELLANEOUS 1. DRYER DUCT TO TO THE OUTSIDE,e --
1. PROVIDE 4" HIOH x I" P41DE STREET ADDRESS NUMBERS OF A BACK -DRAFT DAMPER. 4" 4) DUCT LENOTH 15 LIMITED TO
CONTRA5TINO COLOR, V1515LE FROM STREETS. WHITH 2 ELBOPq5. OTHER LENOTHS OR 50=5 AS PERMITTED
2. FIRE SPRINKLER SYSTEM 15 REaUIRED. FIRE SPRINKLER PLANS OR REOUIRED BY THE MANUFACTURE'5INSTALLATION
SHALL BEE5UBMITTED UNDER5EPARATE COVER; SUCH PLANS — • BE APPROVED BY BUILPINO OFFICIAL.
MUST BE APPROVED, PERMIT I AND HAVE INSPECTIONREOUEST FOR I.
THE FIRE MARSHALL PRIOR TO BUILDINO OLOSINO
2. 51NOLE-PqALL METAL PIPE SHALL NOT BE USED AS A VENT IN
DIAELLINOS AND RESIDENTIAL OCCUPANCIES.
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REAR ELEVATION 1/41' = 11
-011
Revision:
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L I V I NO AREA: 5505 50. FT.
OARAOE AREA: a40 50. PT.
COV. PORCH AREA: 100'7 50. FT.
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STRUGTURA�L NOTES:
6
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3'-O" 14'-O"'51-011
IS' -O"
IJ SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL
13' -Ci"
13'-�i"
5'-�2"
5HEET5 5D1—SD3 FOR ADDITIONAL INFORMATION.11
7'-6"
7'-O"
12'-O" 7'-O"
1
NORTH
12'-a"
20'-O"
12'-a"
2.)
TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.:
l0'-0"
7'-O"
6'-O"
C1'-6"
45'-6"
26'-D"
EXTERIOR WALL: 2X6 OF STUD AT 16" O.G.
,
104 -O
INTERIOR WALL5: 2X4 OF STUD AT I6" O.G.
5)
SEE DETAIL 5/5D1 FOR TYPICAL STUD WALL ELEVATION
AND TYPICAL WALL OPENING SCHEDULE.
MINIMUM
4.)
ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS
SHALL
I/4" =
TITLE 24 REQUIREMENTS:
I' -O"
AREAS:
BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD.
BE
MINIMUM HEA�TI NCC EFF I G I ENGY: '10% A�FUE
RADIANT SA�RRI
ER ROOF SHEATH I NCC:
REQ'D L I VI NC AREA:
3303 50. FT.
5J
ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT
PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO
MINIMUM CiOOL I NCC EFF I C I ENGY: 13.0 SEER
HERS VERIFICATION: NONE
REQ'D C ARAC E AREA:
c140 50. FT.
MFR'S WRITTEN GUIDELINES.
DUCT INSULATION:
R8
WATER HEATER EFFICIENCY:
.62 COV. PORCH AREA: 1007 50. FT.
4/1/2014 11:23:10 AM
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RESIDENCE
3303
Date
FEBRUARY 2014
Scale
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Job 13-1724
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4/l/20-14-11:23:11 AM
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3303
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Scale
Dram 05TROVSK I Y
Job 13-124
Sheet
3,
Of
Sheets
STRUOTURAL. ROOF MOTES:
1) SEE TYPICAL NOTE SHEET 5N AND TYPICAL DETAIL SHEETS SDI-SD5 FOR ADDITIONAL INFORMATION.
2) TYPICAL ROOF SHEATHING (UNO): 1/2" THICK, APA, TECO, OR PITTSBURGH RATED SHEATHING, SPAN RATING 52/16, EXP05URE I STRUCTURAL
PANELS, APPLIED WITH LONG DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS STAGGERED WITH 4' ENDS OFFSET 4'. EDGE NAIL
WITH ad COMMON OR EQUIVALENT (0.131" DIA X 2 1/2") AT 6" O.G. AT ALL PANEL EDGES, BOUNDARIES, CABLE ENDS, BLOCKING AND
WHERE INDICATED ON PLAN. FIELD NAIL AT 12" O.G. PROVIDE 1/8" GAP AT ALL PANEL EDGE5 U.N.O. BY PANEL MANUFACTURER.
5) SEE NOTE SECTION 8-5N FOR ROOF TRUSSES BY OTHERS.
4) TYPICAL HEADER BELOW SHALL BE: 6X10 DF -L #1 UNO.
5) PROVIDE 4X P05T MIN. AT ALL BEAM AND GIRDER TRU55 BEARING POINTS AND CONTINUE IN WALL TO FOUNDATION.
6) PROVIDE POS. ATTACHMENT OF ALL P05T TO BEAM, BEAM TO BEAM, BEAM TO POST, ECCOLR
AND P05T TO POST CONN'S WITH (2) ST22 STRAPS MIN. AND A55 CLIPS, U.N.O. PER PLAN AND DETAILS.
'7) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY
BROUGHT TO THE ENGINEER OF RECORD.
8J VERIFY ALL DIMENSIONS, RAKE BREAKS, SLOPES, HIPS AND VALLEYS WITH ARCHITECT, 5Y8"x12" 24F -V4 OLB.
Q) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND
APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES.
N
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AO -5 5/41 _ 11-011
4/1/2014 11:23:14 AM
5Ya"xl5" 24F -V4 OLB.
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DRAG TRUSS
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9 �� 0ON5TRUOTI Oil METHOD5
inspector FOR EXTERIOR hl 1 L_DF I RF.
X . <014 EXP05URE
S'l CIVIL
FC
00, /
THIS STRUCTURE MUST BE CONSTRUCTED IN
TM FLWS HAVE I! E ACCORDANCE WITH THE FOLLOWING:
OWY FOR CD?AX A
MIR o; i c 1. ROOF VALLEY FLASHING SHALL NOT BE
L.E55 THAN 26 GAUGE SHEET
/ `O I 1 CORROSION -RESISTANT METAL INSTALLED
OVER A MINIMUM 56 INCH UNDERLAYMENT
4:12
1.5K DRAO
TRUSS
(5) A55 CLIPS
DRAG TRUSS TO
DOUBLE TOP PL.
I
DRAG G PER
SCHEDULE 7/5D3 I
I
ATTIC MTD. F.A.U., SEE F 00
NOTE 6 a ROOF NOTES,
SEE DETAIL 1-4 / -
II
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TYP.
OVERFRAMINO I I 4:12
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ROOF PLAN I/4" = -0"
I Z2.OK DRAG
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DRAG B PER
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10
SD3 4:12 ,
GIRDER TRUSS
SII
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TYP. II
II
II �
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GIRDER TRU55
4:12
0ON51 ST I NG OF ONE LAYER OF NO. 72 A5TM
GAP SHEET RUNNING FULL LENGTH OF THE
VALLEY.
2. ROOF AND ATTIC, VENTS SHALL BE FULLY
COVERED WITH METAL WIRE MESH OR
NONCOMBUSTIBLE MATERIALS WITH MINIMUM
OF X6" AND SHALL NOT EXCEED Y8"
OPENINGS.
5. VENTS SHALL NOT BE INSTALLED IN EAVES
OR CORNICES.
4. EAVES AND SOFFITS SHALL BE PROTECTED
BY IGNITION RESISTANT MATERIALS OR
NONCOMBUSTIBLE CONSTRUCTION ON THE
EXPOSED UNDERSIDE.
5. EXTERIOR HALLS SHALL BE APPROVED
NONCOMBUSTIBLE OR IGNITION -RESISTANT
MATERIAL, HEAVY TIMBER OR LOG
CONSTRUCTION (6 INCH THICK MINIMUM LOG)
HITH HALL EXTENDED FROM THE TOP OF
THE FOUNDATION TO THE ROOF, AND
TYP. TERMINATE AT 2 INCH SOLID BLOCKING
OH BETWEEN RAFTERS AT ALL ROOF
OVERHANGS, OR IN CASE OF ENCLOSED
1 EAVES, TERMINATE AT THE ENCLOSURE.
6. EXTERIOR HALL VENTS SHALL BE FULLY
SD3 COVERED WITH METAL WIRE MESH OR
NONCOMBUSTIBLE MATERIALS WITH MINIMUM
OF X6" AND SHALL NOT EXCEED Ye"
OPEN I NGS.
7. EXTERIOR WINDOWS AND GLAZED DOORS
SHALL BE INSULATING -GLASS UNITS WITH A
MINIMUM OF ONE TEMPERED PANE, OR
GLASS BLOCK UNITS, OR HAVE A FIRE
RATING OF 20 MINUTES.
5. EXTERIOR DOORS SHALL BE SOLID GORE
HITH STYLES AND RAILS NOT LESS THAN I
5/8 INCHES WITH INTERIOR FIELD PANEL
THICKNESS NO LESS THAN 1 1/4 INCHES OR
SHALL HAVE A FIRE RATING OF 20 MINUTES.
NONCOMBUSTIBLE OR EXTERIOR
FIRE -RETARDANT TREATED HOOD VEHICLE
ACCESS DOORS ARE NOT REQUIRED TO
COMPLY.
01. DECKINS, STAIRS, AND LANDIN65 OF DECKS,
PORCH AND BALCONIES WHERE ANY
PORTION OF SUCH SURFACE IS WITHIN 10
FEET OF THE PRIMARY STRUCTURE SHALL BE
CONSTRUCTED OF IGNITION -RESISTANT
MATERIALS, HEAVY TIMBER, EXTERIOR
F I RE -RETARDANT -TREATED WOOD OR
i I OTHER APPROVED NONCOMBUSTIBLE
4:12 1L II MATERIALS ALL MEETING THE
N I PERFORMANCE RECU I REMENT5 ASSET
FORTH BY SFM. NOTE, THE USE OF PAINTS,
COATINGS, 5TAIN5 OR OTHER SURFACE
TREATMENTS ARE NOT AN APPROVED
METHOD OF PROTECTION.
10. THE UNDERSIDE OF CANTILEVERED AND
OVERHANGING APPENDAGES AND FLOOR
PROJECTIONS SHALL BE CONSTRUCTED TO
THE SAME DEGREE AS THE EXTERIOR
WALLS, OR THE PROJECTION SHALL BE
ENCLOSED TO OR4DE.
II. ALL UNDER FLOOR AREAS SHALL BE
ENCLOSED TO GRADE WITH EXTERIOR .
HALLS HAYING THE SAME DEGREE OF
PROTECTION AS THE EXTERIOR WALLS.
APPROVED PRODUCTS CONFORMING TO THESE
REQUIREMENT ARE LISTED ON THE STATE FIRE
MARSHALL WEB SITE;
http: //www.o5fm.f irexa.gov/strur-f ireengineer/pdf
/bml/Hulproducts.pdf OTHER GtUE5TION5 MAY BE
DIRECTED TO GAL FIRE 558-6837.
ROOF NOTES
I. ROOF FRAMING SHALL BE:
PRE -MFR TRUSSES a 24" O.G. TYP. U.O.N.
2. ROOF PITCH SHALL BE: 4:12, TYP.
5. ROOF O.H. SHALL BE: I'-6" a ALL SIDES
4. ROOF COVERING SHALL BE:
METAL ROOFING o/ 15# FELT 01Y2 CDX
OR OSB. H/ Sd'S a (b,"12" O.C.
5. REQUIRED ATTIC VENTILATION:
5500 / 150 = 55.54 50. FT. OF NET FREE AREA
VENTILATION REQUIRED.
• LOW VENTING: PROVIDE MIN. (105) 5Y2"x223/8"
EAVE VENTS a .55 50. FT. EACH. TOTAL LOW
VENTING PROVIDED: 35.64 50. FT. OF NET FREE
AREA
OR
*LOW VENTING: PROVIDE MIN. (8Q) 5Y2"x223/8" SAVE
VENTS a .55 50. FT. EACH. $ 50' OF CONT. RIDGE
VENT a .125 50. FT. PER FOOT. TOTAL LOW
VENTING PROVIDED: 35.62 50. FT. OF NET FREE
I AREA
DOTE' 6. ATTIC MOUNTED F.A.U. PROVIDE SERVICE LIGHT H/
ROOF SHEATHING SHALL BE "TECH SWITCH a ACOE55 HOLE. PROVIDE IIOV SERVICE
SHIELD" RADIANT -BARRIER OR EQ. OUTLET a UNIT. PROVIDE 24" HIDE CATWALK FROM
AGGESS HOLE TO 50" 50. x 50" HIGH CLEAR
KL R,%lrr__-_ MAINTENANCE PLATFORM a UNIT.
FOR
Revision:
Date:
By:
4:12
II �
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GIRDER TRU55
4:12
0ON51 ST I NG OF ONE LAYER OF NO. 72 A5TM
GAP SHEET RUNNING FULL LENGTH OF THE
VALLEY.
2. ROOF AND ATTIC, VENTS SHALL BE FULLY
COVERED WITH METAL WIRE MESH OR
NONCOMBUSTIBLE MATERIALS WITH MINIMUM
OF X6" AND SHALL NOT EXCEED Y8"
OPENINGS.
5. VENTS SHALL NOT BE INSTALLED IN EAVES
OR CORNICES.
4. EAVES AND SOFFITS SHALL BE PROTECTED
BY IGNITION RESISTANT MATERIALS OR
NONCOMBUSTIBLE CONSTRUCTION ON THE
EXPOSED UNDERSIDE.
5. EXTERIOR HALLS SHALL BE APPROVED
NONCOMBUSTIBLE OR IGNITION -RESISTANT
MATERIAL, HEAVY TIMBER OR LOG
CONSTRUCTION (6 INCH THICK MINIMUM LOG)
HITH HALL EXTENDED FROM THE TOP OF
THE FOUNDATION TO THE ROOF, AND
TYP. TERMINATE AT 2 INCH SOLID BLOCKING
OH BETWEEN RAFTERS AT ALL ROOF
OVERHANGS, OR IN CASE OF ENCLOSED
1 EAVES, TERMINATE AT THE ENCLOSURE.
6. EXTERIOR HALL VENTS SHALL BE FULLY
SD3 COVERED WITH METAL WIRE MESH OR
NONCOMBUSTIBLE MATERIALS WITH MINIMUM
OF X6" AND SHALL NOT EXCEED Ye"
OPEN I NGS.
7. EXTERIOR WINDOWS AND GLAZED DOORS
SHALL BE INSULATING -GLASS UNITS WITH A
MINIMUM OF ONE TEMPERED PANE, OR
GLASS BLOCK UNITS, OR HAVE A FIRE
RATING OF 20 MINUTES.
5. EXTERIOR DOORS SHALL BE SOLID GORE
HITH STYLES AND RAILS NOT LESS THAN I
5/8 INCHES WITH INTERIOR FIELD PANEL
THICKNESS NO LESS THAN 1 1/4 INCHES OR
SHALL HAVE A FIRE RATING OF 20 MINUTES.
NONCOMBUSTIBLE OR EXTERIOR
FIRE -RETARDANT TREATED HOOD VEHICLE
ACCESS DOORS ARE NOT REQUIRED TO
COMPLY.
01. DECKINS, STAIRS, AND LANDIN65 OF DECKS,
PORCH AND BALCONIES WHERE ANY
PORTION OF SUCH SURFACE IS WITHIN 10
FEET OF THE PRIMARY STRUCTURE SHALL BE
CONSTRUCTED OF IGNITION -RESISTANT
MATERIALS, HEAVY TIMBER, EXTERIOR
F I RE -RETARDANT -TREATED WOOD OR
i I OTHER APPROVED NONCOMBUSTIBLE
4:12 1L II MATERIALS ALL MEETING THE
N I PERFORMANCE RECU I REMENT5 ASSET
FORTH BY SFM. NOTE, THE USE OF PAINTS,
COATINGS, 5TAIN5 OR OTHER SURFACE
TREATMENTS ARE NOT AN APPROVED
METHOD OF PROTECTION.
10. THE UNDERSIDE OF CANTILEVERED AND
OVERHANGING APPENDAGES AND FLOOR
PROJECTIONS SHALL BE CONSTRUCTED TO
THE SAME DEGREE AS THE EXTERIOR
WALLS, OR THE PROJECTION SHALL BE
ENCLOSED TO OR4DE.
II. ALL UNDER FLOOR AREAS SHALL BE
ENCLOSED TO GRADE WITH EXTERIOR .
HALLS HAYING THE SAME DEGREE OF
PROTECTION AS THE EXTERIOR WALLS.
APPROVED PRODUCTS CONFORMING TO THESE
REQUIREMENT ARE LISTED ON THE STATE FIRE
MARSHALL WEB SITE;
http: //www.o5fm.f irexa.gov/strur-f ireengineer/pdf
/bml/Hulproducts.pdf OTHER GtUE5TION5 MAY BE
DIRECTED TO GAL FIRE 558-6837.
ROOF NOTES
I. ROOF FRAMING SHALL BE:
PRE -MFR TRUSSES a 24" O.G. TYP. U.O.N.
2. ROOF PITCH SHALL BE: 4:12, TYP.
5. ROOF O.H. SHALL BE: I'-6" a ALL SIDES
4. ROOF COVERING SHALL BE:
METAL ROOFING o/ 15# FELT 01Y2 CDX
OR OSB. H/ Sd'S a (b,"12" O.C.
5. REQUIRED ATTIC VENTILATION:
5500 / 150 = 55.54 50. FT. OF NET FREE AREA
VENTILATION REQUIRED.
• LOW VENTING: PROVIDE MIN. (105) 5Y2"x223/8"
EAVE VENTS a .55 50. FT. EACH. TOTAL LOW
VENTING PROVIDED: 35.64 50. FT. OF NET FREE
AREA
OR
*LOW VENTING: PROVIDE MIN. (8Q) 5Y2"x223/8" SAVE
VENTS a .55 50. FT. EACH. $ 50' OF CONT. RIDGE
VENT a .125 50. FT. PER FOOT. TOTAL LOW
VENTING PROVIDED: 35.62 50. FT. OF NET FREE
I AREA
DOTE' 6. ATTIC MOUNTED F.A.U. PROVIDE SERVICE LIGHT H/
ROOF SHEATHING SHALL BE "TECH SWITCH a ACOE55 HOLE. PROVIDE IIOV SERVICE
SHIELD" RADIANT -BARRIER OR EQ. OUTLET a UNIT. PROVIDE 24" HIDE CATWALK FROM
AGGESS HOLE TO 50" 50. x 50" HIGH CLEAR
KL R,%lrr__-_ MAINTENANCE PLATFORM a UNIT.
FOR
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R /15
DUTRA
RE51 DENOE
5505
Date
MARCH 2014
Scale
Dawn 05TROV5K I Y
Job 15-1724
Sheet
Of
Sheets
VENTILATION REQUIREMENTS
I. KITCHEN VENTILATION:
A. THE KITCHEN SHALL HAVE AN EXHAUST FAN
W A MIN. VENTILATION RATE OF 100 CFM.
B. THE NOISE RATING SHALL BE 5 SONE
MAXIMUM.
G. THE FAN SHALL BE DUCTED TO THE OUTSIDE
w/ A MINIMUM 5"0 SMOOTH DUCT (55' MAXIMUM
RUN w/ (2) ELBOWS OR FITTINGS).
2. BATHROOM VENTILATION:
A. EACH BATHROOM SHALL HAVE AN EXHAUST
FAN w/ A MIN. VENTILATION RATE OF 50 CFM.
B. THE NOISE RATING SHALL BE 5 SONE
MAXIMUM.
G. THE FAN SHALL BE DUCTED TO THE OUTSIDE
N1 A MINIMUM 4"(P SMOOTH DUCT (75' MAXIMUM
RUN w/ (2) ELBOWS OR FITTINGS).
D. BATHROOM EXHAUST FANS MUST BE
CONTROLLED BY A HUMID15TAT CONTROL
CAPABLE OF ADJUSTMENT BETWEEN A
RELATIVE HUMIDITY RANGE OF 50 TO 80%.
2010 CGBSC SECTION 4.506.
3. WHOLE - 5U I LD I NC VENTILATION:
Oran = O.OIAfioor +15(%- + 1)
Of. = (0.01)(3303) + (7.5)(3 + I)
Ofan = 63.03 GFM MIN.
ONE BATHROOM FAN SHALL BE 70 CFM. MIN. w/ A
MAXIMUM NOISE RATING OF I SONE. THE SWITCH
SHALL BE LABELED "VENTILATION CONTROL."
GF I
-
MASTER
:GF BATH
GFI
M5TR. I '
BEDROOM I
220 VOLT OUTLET
-�i-
ELECTRICAL. NOTES
&
KITCHEN LIGHTING
I.
PROVIDE AN ADDITIONAL 20 AMP BRANCH CIRCUIT FOR EACH BATHROOM AND LAUNDRY. THESE CIRCUITS SHALL SERVE
DUPLEX SPLIT WIRED
NO OTHER OUTLETS.
2.
ALL 15 $ 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN BEDROOMS, FAMILY ROOMS, DINING ROOMS,
SIGNAL PUSH BUTTON
LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOM5, RECREATION ROOMS, HALLWAYS, CLOSETS OR SIMILAR ROOMS,
B
SHALL BE INSTALLED WITH A COMBINATION ARG -FAULT CIRCUITS INTERRUPTERS.
5.
PROVIDE (2) OR MORE 20 -AMP SMALL APPLIANCE BRANCH GIRGUITS EVENLY PROPORTIONED IN THE KITCHEN, PANTRY,
HIGH EFFICACY WATTS:
BREAKFAST ROOM, DINING ROOM, OR SIMILAR AREA TO SERVE ALL WALL AND FLOOR OUTLETS. SUCH CIRCUITS SHALL
COMPACT FLUOR.
HAVE NO OTHER OUTLETS.
4.
ALL 125 VOLT, SINGLE PHASE, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES.
5.
FIXTURES, LAMP HOLDERS AND RECEPTACLES OUTLETS SHALL BE SECURELY SUPPORTED. A FIXTURE THAT WEIGHS MORE
NO
THAN blbs OR EXCEEDS 161n. IN ANY DIMENSION SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER
SPOT L I GHT F I XTURE
PER 2015 CEG SECTION 410.15. (o). OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT FOR CEILING FANS PER
5' FLUOR. TUBE
2015 SECTION 514.27 (o $ d).
6.
ALL DETECTORS SHALL BE I NTERC ONNEC TED.
FLUORESCENT FIXTURE
2' FLUOR. TUBE
GF I
-
MASTER
:GF BATH
GFI
M5TR. I '
BEDROOM I
COVERED
PATIO \� ----- -----
BEDROOM 3
HALL BATH
N, ,/ ® OF]
1 i GF I
I@= +J
20 V. 220 V. a a a
I\ I GFI GFI FI 1
TG�I BEDROOM 2
► � 1
F1
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• � � REF. I
MICR I
II r--------— GFI I •I �-
GFI `-------1-In
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COMPLY WITH CAUF�R, COLE 250
REQUIR
ELECTRI MENTSFOR GROUNDING
and BONDING
The bathroom exhaust fan shall be controlled
with humidistat control capable of adjustment
between a relative humidity range of 50% to
80%. 2013 CGBC Section 4.506
COMPLY WITH CALIFORNIA
ELECTRICAL CODE- ARTICLE 410-8
REQUIREMENTS FOR LIGHTING
FIXTURES IN CLOTHES CLOSETS
Provide separate grounding conductor
from main electric service panel to remote
structures and remote subpanels CEO
Arta 250,320
� i
1 *%� \ , , \ - - - - I ,.GFI GFI
' I \\ L I Y I Iyam' O ' ` NO -M: GARAGE
r
1 ROOM 1 ( I RECEPTACLES TO
hI.I.G. L_� 1 ;
1 II
-__- ❑ _
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— - - --I � � I I
NOTE: PROVIDE LIGHT I I I / I
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1 IRS I J I ,
ATTIC MTD. F.A.U. D I N I NC , i I 1� /
--- --
— — — — — — — — — — o GFo � l ' \ \\ I I I ► ► I I
\ \ LNOTE: PROVIDE
GFI LIGHT $ 110 VOLT I 01=1® —\ \ �— J o OUTLET AT ATTIC
PA
o MTD. F.A.U.
VESTIBULE-
`-_-tom-- +ALL --_I
ELEGTRI GSL SYMBOLS � � � �
220 VOLT OUTLET
-�i-
PENDANT LIGHTS
&
KITCHEN LIGHTING
SCHEDULE:
DUPLEX SPLIT WIRED
SINGLE POLE SWITCH}
GLC. MTD. FIXT.
O
SIGNAL PUSH BUTTON
A
B
LUMINAIRE TYPE:
HIGH EFFICACY:
WATTS: QUANTITY:
HIGH EFFICACY WATTS:
OTHER WATTS:
COMPACT FLUOR.
YES
26 12
512
DATA FOR COMPUTER
PENDANT LIGHTS
NO
100 5
SPOT L I GHT F I XTURE
500
5' FLUOR. TUBE
YES
25
[:- _ ;:]
FLUORESCENT FIXTURE
2' FLUOR. TUBE
YES
1-7—
7TOTAL
u
LIGHTING
TOTAL(A): 312
TOTAL (5):500
COMPLIES IF A >/= B
YES X NO
WHOLE HOUSE VACUUM
I� C
w
W
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CONNECTION
VP
COVERED
PATIO \� ----- -----
BEDROOM 3
HALL BATH
N, ,/ ® OF]
1 i GF I
I@= +J
20 V. 220 V. a a a
I\ I GFI GFI FI 1
TG�I BEDROOM 2
► � 1
F1
KITCHEN 1
• � � REF. I
MICR I
II r--------— GFI I •I �-
GFI `-------1-In
I
COMPLY WITH CAUF�R, COLE 250
REQUIR
ELECTRI MENTSFOR GROUNDING
and BONDING
The bathroom exhaust fan shall be controlled
with humidistat control capable of adjustment
between a relative humidity range of 50% to
80%. 2013 CGBC Section 4.506
COMPLY WITH CALIFORNIA
ELECTRICAL CODE- ARTICLE 410-8
REQUIREMENTS FOR LIGHTING
FIXTURES IN CLOTHES CLOSETS
Provide separate grounding conductor
from main electric service panel to remote
structures and remote subpanels CEO
Arta 250,320
� i
1 *%� \ , , \ - - - - I ,.GFI GFI
' I \\ L I Y I Iyam' O ' ` NO -M: GARAGE
r
1 ROOM 1 ( I RECEPTACLES TO
hI.I.G. L_� 1 ;
1 II
-__- ❑ _
GAR. I
i
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PANTRY
— - - --I � � I I
NOTE: PROVIDE LIGHT I I I / I
d 110 VOLT OUTLET AT - - i� ' , �� I / \ GFI
1 IRS I J I ,
ATTIC MTD. F.A.U. D I N I NC , i I 1� /
--- --
— — — — — — — — — — o GFo � l ' \ \\ I I I ► ► I I
\ \ LNOTE: PROVIDE
GFI LIGHT $ 110 VOLT I 01=1® —\ \ �— J o OUTLET AT ATTIC
PA
o MTD. F.A.U.
VESTIBULE-
`-_-tom-- +ALL --_I
ELEGTRI GSL SYMBOLS � � � �
�3 THREE HAY SWITCH RECESSED GLC. FIXT. O PUCK LIGHT \ .
RHE05TAT SWITCH HIGH -EFFICIENCY PANEL BOARD
D RECESSED GLC. FIXT.
D3
DIMMER/5-HAY 5HITGH MINI RECESSED GLC. FIXT. D ELEC. DISCONNECT 1 1
i 1
TIMER 5HITGH HIGH -EFFICIENCY H HEAT LAMP
T HALL MTD. FIXTURE o
DUPLEX REGEPT. TRACK FIXTURE BELL STUDY
220 VOLT OUTLET
-�i-
PENDANT LIGHTS
&
COVERED
1
DUPLEX SPLIT WIRED
SINGLE POLE SWITCH}
GLC. MTD. FIXT.
O
SIGNAL PUSH BUTTON
FAT 10
�
c
�3 THREE HAY SWITCH RECESSED GLC. FIXT. O PUCK LIGHT \ .
RHE05TAT SWITCH HIGH -EFFICIENCY PANEL BOARD
D RECESSED GLC. FIXT.
D3
DIMMER/5-HAY 5HITGH MINI RECESSED GLC. FIXT. D ELEC. DISCONNECT 1 1
i 1
TIMER 5HITGH HIGH -EFFICIENCY H HEAT LAMP
T HALL MTD. FIXTURE o
DUPLEX REGEPT. TRACK FIXTURE BELL STUDY
4/1/2014 11.23.16 AM
ENTRY
I I
--
I I ID
I 22QP V.
' I C-;--
W LAUNDRY
WP
COVERED
PORCH
\ II
I
\B6TH C ARAG E
OAR.
►
ELEGTRIOAL PLAN 1/4" = 1'-0"
GFI
GFI
\`` I GFI I /'
HP
GF
PEP1,17
BU -1 i PCC{'° 7Y DEVELOPMENT SERVICES
1H.] WE: D FOR
CODE %/ dF) !ANCE
DATE /! (a T=?1 DY—Cl
Revision:
220 VOLT OUTLET
-�i-
PENDANT LIGHTS
&
110 V. SMOKE DETECTOR
DUPLEX SPLIT WIRED
HIGH -EFFICIENCY FIXT.
HD
HEAT DETECTOR
QUAD. RECEPT.
N
SCONCE FIXTURE
®
EXHAUST FAN
r
FLOOR OUTLET
MINI SCONCE FIXTURE
G
DATA FOR COMPUTER
JO
JUNGTI ON BOX
SPOT L I GHT F I XTURE
p
FAX LINE
a
TV OUTLET
[:- _ ;:]
FLUORESCENT FIXTURE
}� UNDER CABINET
M� U
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PHONE OUTLET
GE I L I NG FAN w/ LIGHT
®
WHOLE HOUSE VACUUM
I� C
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VP
SUITABLE FOR DAMP
CARBON MONOXIDE
LOCATION
M
CEILING FAN NO LIGHT
OGM
ALARM w/ BATTERY
AL
-}—
FUEL GAS OUTLET
BACKUP
4/1/2014 11.23.16 AM
ENTRY
I I
--
I I ID
I 22QP V.
' I C-;--
W LAUNDRY
WP
COVERED
PORCH
\ II
I
\B6TH C ARAG E
OAR.
►
ELEGTRIOAL PLAN 1/4" = 1'-0"
GFI
GFI
\`` I GFI I /'
HP
GF
PEP1,17
BU -1 i PCC{'° 7Y DEVELOPMENT SERVICES
1H.] WE: D FOR
CODE %/ dF) !ANCE
DATE /! (a T=?1 DY—Cl
Revision:
Date:
By:
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* No. C
REN 711
F C;
"UTRA
RE5I DENGE
3303
Date
MARCH 2014
Scale
Drawn 05TROV5K I Y
Job 13-124
Sheet
Of
Sheets
TITLE 24 MANDATORY MEASURES:
G-7
BU I LD I N5 ENVELOPE MEA5URE5
I. DOORS AND WINDOWS BETWEEN CONDITIONED AND UNCONDITIONED SPACES SHALL BE MANUFACTURED TO LIMIT AIR
LEAKAGE.
2. FENESTRATION PRODUCTS (EXCEPT FIELD -FABRICATED WINDOWS) SHALL HAVE A LABEL L15TINO THE CERTIFIED
U -FACTOR, CERTIFIED SOLAR HEAT GAIN COEFFICIENT (SHOO), AND INFILTRATION THAT MEETS THE REQUIREMENTS OF
§10-111(o).
3. EXTERIOR DOORS AND WINDOWS SHALL BE WEATHER-STRIPPED; ALL JOINTS AND PENETRATIONS CAULKED AND SEALED.
4. INSULATION SPECIFIED OR INSTALLED SHALL MEET STANDARDS FOR INSULATING MATERIAL. I ND I GATE TYPE AND INCLUDE
ON GF -6R FORM.
5. THE THERMAL EMITTANCE AND SOLAR REFLECTANCE VALUES OF THE COOL ROOFING MATERIAL MEETS THE
REQUIREMENTS OF §IIS(!) WHEN THE INSTALLATION OF A COOL ROOF IS SPECIFIED ON THE GF -IR FORM
6. LOOSE FILL INSULATION SHALL CONFORM WITH MANUFACTURER'S INSTALLED DESIGN LABELED R -VALUE
7. AIR RETARDING WRAP SHALL BE TESTED, LABELED, AND INSTALLED ACCORDING TO ASTM E1677 -x5(2000) WHEN
SPECIFIED ON THE GF -IR FORM
FIREPLACES, DECORATIVE 5A5 APPLI ANCE5 ANP OAS LOC MEA5URE5:
I. MASONRY OR FACTORY -BUILT FIREPLACES SHALL HAVE A CLOSABLE METAL OR GLASS DOOR COVERING THE ENTIRE
OPENING OF THE FIREBOX.
2. MASONRY OR FACTORY -BUILT FIREPLACES SHALL HAVE A COMBUSTION OUTSIDE AIR INTAKE, WHICH IS AT LEAST SIX
5GUARE INCHES IN AREA AND 15 EQUIPPED w/ A READILY ACCESSIBLE, OPERABLE, AND TIGHT -FITTING DAMPER AND OR
A COMBUSTION -AIR CONTROL DEVICE.
3. CONTINUOUS BURNING PILOT LIGHTS AND THE USE OF INDOOR AIR FOR COOLING A FIREBOX JACKET, WHEN THAT INDOOR
AIR 15 VENTED TO THE OUT5IDE OF THE BUILDING, ARE PROHIBITED.
SPACE GOND I TI ON I N5, NATER HEAsTI NO AND PLUMB I NC SY5TEM MEASURE5
I. HVAC, EQUIPMENT, HATER HEATERS, SHOWERHEADS, FAUCETS AND ALL OTHER REGULATED APPLIANCES SHALL BE
CERTIFIED BY THE ENERGY COMMISSION.
2. CONTINUOUSLY BURNING PILOT LIGHTS ARE PROHIBITED FOR NATURAL OAS: FAN -TYPE CENTRAL FURNACES, HOUSEHOLD
COOKING APPLIANCES (APPLIANCES w/ AN ELECTRICAL SUPPLY VOLTAGE CONNECTION w/ PILOT LIGHTS THAT CONSUME
LE55 THAN 150 Btu/hr ARE EXEMPT), AND POOL AND SPA HEATERS.
3. HEATING AND/OR COOLING LOADS SHALL BE CALCULATED IN ACCORDANCE w/ ASHRAE, SMAGNA OR ALGA.
4. HEATING SYSTEMS SHALL BE EQUIPPED w/ THERMOSTATS THAT MEET THE SETBACK REQUIREMENTS OF SECTION 112(C).
5. 5TORAGE GAS HATER HEATERS RATED w/ AN ENERGY FACTOR NO GREATER THAN THE FEDERAL MINIMAL STANDARD
SHALL BE EXTERNALLY HRAPPED H/ INSULATION HAVING AN INSTALLED THERMAL RES15TANCE OF R-12 OR GREATER.
6. FIRST 5 FT. OF HOT AND GOLD HATER PIPES CLOSEST TO HATER HEATER TANK, NON -RECIRCULATING SYSTEMS, AND
ENTIRE LENGTH OF RECIRCULATING SECTIONS OF HOT WATER PIPES SHALL BE INSULATED PER STANDARDS TABLE 150-5.
7. INSULATION SHALL BE PROTECTED FROM DAMAGE, INCLUDING THAT DUE TO SUNLIGHT, MOISTURE, EQUIPMENT MAINTENANCE,
AND HIND.
6. INSULATION FOR CHILLED HATER PIPING AND REFRIGERANT SUCTION LINES SHALL INCLUDE A VAPOR RETARDANT OR BE
ENCLOSED ENTIRELY IN CONDITIONED SPACE.
DUCTS AND PAIN MEASURES:
I. ALL AIR -DISTRIBUTION SYSTEM DUCTS AND PLENUMS INSTALLED, ARE SEALED AND INSULATED TO MEET THE
REGUIREMENTS OF GMC, SECTIONS 601, 602, 603, 604, 605 AND STANDARD 6-5; SUPPLY -AIR AND RETURN -AIR DUCTS
AND PLENUMS ARE INSULATED TO A MINIMUM INSTALLED LEVEL OF R-4.2 OR ENCLOSED ENTIRELY IN CONDITIONED
SPACE. OPENINGS SHALL BE SEALED w/ MASTIC, TAPE OR OTHER DUCT -CLOSURE SYSTEM THAT MEETS THE APPLICABLE
REOUIREMENT5 OF UL -181, UL 151A, OR UL 151B OR AER050L SEALANT THAT MEETS THE REQUIREMENT5 OF UL 723. IF
MASTIC, OR TAPE IS USED TO SEAL OPENINGS GREATER THAN Y4 INCH, THE COMBINATION OF MASTIC AND EITHER MESH OR
TAPE SHALL BE USED.
2. BUILDING CAVITIES, SUPPORT PLATFORMS FOR AIR HANDLERS, AND PLENUMS DEFINED OR CONSTRUCTED w/ MATERIALS
OTHER THAN SEALED SHEET METAL, DUCT BOARD OR FLEXIBLE DUCT SHALL NOT BE USED FOR CONVEYING CONDITIONED
AIR. BUILDING CAVITIES AND SUPPORT PLATFORMS MAY CONTAIN DUCTS. DUCTS INSTALLED IN CAVITIES AND SUPPORT
PLATFORMS SHALL NOT BE COMPRESSED TO CAU5E REDUCTIONS IN THE GROSS -SECTIONAL AREA OF THE DUCTS.
3. JOINTS AND SEAMS OF DUCT SYSTEM5 AND THEIR COMPONENTS SHALL NOT BE SEALED w/ CLOTH BACK RUBBER
ADHESIVE DUCT TAPES UNLESS SUCH TAPE 15 USED IN COMBINATION w/ MASTIC, AND DRAW BONDS.
4. EXHAUST FAN SYSTEMS SHALL HAVE BACK DRAFT OR AUTOMATIC DAMPERS.
5. GRAVITY VENTILATING SYSTEMS SERVING CONDITIONED SPACE SHALL HAVE EITHER AUTOMATIC OR READILY
ACCESSIBLE, MANUALLY OPERATED DAMPERS.
6. INSULATION SHALL BE PROTECTED FROM DAMAGE, INCLUDING THAT DUE TO SUNLIGHT, MOISTURE, EQUIPMENT MAINTENANCE,
AND HIND. CELLULAR FOAM INSULATION SHALL BE PROTECTED AS ABOVE OR PAINTED WITH A COATING THAT 15 HATER
RETARDANT AND PROVIDES SHIELDING FROM 50LAR RADIATION THAT CAN CAUSE DEGRADATION OF THE MATERIAL.
7. FLEXIBLE DUCTS CANNOT HAVE POROUS INNER GORES.
6. ALL DWELLING UNITS SHALL MEET THE REGUIREMENTS OF ANSI/ASHRAE STANDARD 62.2-2007 VENTILATION AND
ACCEPTABLE INDOOR AIR QUALITY IN LOW-RISE RESIDENTIAL BUILDINGS. WINDOW OPERATION IS NOT PERMISSIBLE
METHOD OF PROVIDING THE WHOLE BUILDING VENTILATION REQUIRED IN SECTION 4 OF THAT STANDARD.
RE51 DENTI AL L 15HT1 N5 ME65URE5:
I. HIGH EFFICIENCY LUMINAIRES OR LED LIGHT ENGINE w/ INTEGRAL HEAT SINK HAS AN EFFICACY THAT 15 NO LOWER THAN
THE EFFICACIES CONTAINED IN TABLE 150-C AND 15 NOT LOW EFFICACY LUMINAIRES AS SPECIFIED BY §I50(K)2.
2. THE WATTAGE OF PERMANENTLY INSTALLED LUMINAIRES SHALL BE DETERMINED AS SPECIFIED BY §130(D).
3. BALLASTS FOR FLUORESCENT LAMPS RATED 13 HA775 OR GREATER SHALL BE ELECTRONIC AND SHALL HAVE AN OUTPUT
FREQUENCY NO LESS THAN 20 kHz.
4. PERMANENTLY INSTALLED NIGHT LIGHTS AND NIGHT INTEGRAL TO A PERMANENTLY INSTALLED LUMINAIRE OR EXHAUST
FAN SHALL CONTAIN ONLY HI OH EFFICACY LAMPS MEETING THE MINIMUM EFFICACIES CONTAINED IN TABLE 150-G AND
SHALL NOT CONTAIN A LINE-VOLATAGE 500KET OR LINE -VOLTAGE LAMP HOLDER; OR SHALL BE RATED TO CONSUME NO
MORE THAN FIVE WATTS OF POWER AS DETERMINED BY §150(d), AND SHALL NOT CONTAIN A MEDIUM 5CREH-BASE
SOCKET.
5. LIGHTING INTEGRAL TO EXHAUST FANS, IN ROOMS OTHER THAN KITCHENS, SHALL MEET THE APPLICABLE REQUIREMENTS
OF §I50(k)
6. ALL SWITCHING DEVICES AND CONTROLS SHALL MEET THE REGUIREMENT5 OF §150(k)7.
7. A MINIMUM OF 50 PERCENT OF THE TOTAL RATED WATTAGE OF PERMANENTLY INSTALLED LIGHTING IN KITCHENS SHALL
BE HIGH EFFICACY.
EXCEPTION: UP TO 50 WATTS FOR DWELLING UNITS LESS THAN OR EQUAL TO 2,500 SO. FT. OR 100 WATTS FOR DWELLINO
UNITS LARGER THAN 2,500 SG. FT. MAY BE EXEMPT FROM THE 50% HIGH EFFICACY REGUIREMENTS WHEN: ALL LOW
EFFICACY LUMINARIES IN THE KITCHEN ARE CONTROLLED BY A MANUAL ON OCCUPANT SENSOR, DIMMER, ENERGY
MANAGEMENT SYSTEM (EMG5), OR A MULTI -SCENE PROGRAMMABLE CONTROL SYSTEM, AND ALL PERMANENTLY INSTALLED
LUMINAIRES IN GARAGES, LAUNDRY ROOMS, GL05ET5 GREATER THAN 70 50. FT., AND UTILITY ROOMS ARE HIGH
EFFICACY AND CONTROLLED BY A MANUAL -ON OCCUPANT SENSOR.
6. PERMANENTLY INSTALLED LIGHTING THAT 15 INTERNAL TO CABINETS SHALL USE NO MORE THAN 20 WATTS OF POWER PER
LINEAR FOOT OF ILLUMINATED CABINET.
cl. PERMANENTLY INSTALLED LUMINAIRES IN BATHROOMS, ATTACHED AND DETACHED GARAGES, LAUNDRY ROOMS, CL05ET5
AND UTILITY ROOMS SHALL BE HIGH EFFICACY.
EXCEPTION I: PERMANENTLY INSTALLED LOW EFFICACY LUMINARIES SHALL BE ALLOWED PROVIDED THAT THEY ARE
CONTROLLED BY A MANUAL -ON OCCUPANT SENSOR CERTIFIED TO COMPLY w/ THE APPLICABLE REGUIREMENTS OF §IICI.
EXCEPTION 2: PERMANENTLY INSTALLED LOW EFFICACY LUMINAIRES IN CLOSETS LE55 THAN 70 50. FT. ARE NOT
REQUIRED TO BE CONTROLLED BY A MANUAL -ON OCCUPANT SENSOR.
10. PERMANENTLY INSTALLED LUMINAIRES LOCATED IN ROOMS OR AREAS OTHER THAN KITCHENS, BATHROOMS, GARAGES,
LAUNDRY ROOMS, CLOSETS, AND UTILITY ROOMS SHALL BE HIGH EFFICACY LUMINAIRES.
EXCEPTION I: PERMANENTLY INSTALLED LOW EFFICACY LUMINAIRES SHALL BE ALLOWED PROVIDED THEY ARE
CONTROLLED BY EITHER A DIMMER SWITCH THAT COMPLIES WITH THE APPLICABLE REQUIREMENTS OF §11a, OR BY A
MANUAL -ON OCCUPANT SENSOR THAT COMPLIES WITH THE APPLICABLE REGUIREMENTS OF §Ila.
EXCEPTION 2: LIGHTING IN DETACHED STORAGE BUILDING LESS THAN 1000 5C,. FT. LOCATED ON A RESIDENTIAL SITE IS
NOT REQUIRED TO COMPLY w/ THIS SECTION.
11. LUMINAIRES RECESSED INTO INSULATED CEILINGS SHALL BE LISTED FOR ZERO CLEARANCE INSULATION CONTACT (IC) BY
UNDERWRITTEN LABORATORIES OR OTHER NATIONALLY RECOGNIZED TESTING/RATING LABORATORY; AND HAVE A LABEL
THAT CERTIFIES THE LUMINAIRE 15 AIRTIGHT WIT AIR LEAKAGE LE55 THEN 2.00FM AT 75 PASCALS WHEN TESTED IN
ACCORDANCE WITH ASTM E263; AND BE 5EALED WITH A GASKET OR CAULK BETWEEN THE LUMINAIRE HOU5INO AND
CEILING.
12. LUMINAIRES PROVIDING OUTDOOR LIGHTING, INCLUDING LIGHTING FOR PRIVATE PATIOS IN LOW-RISE RESIDENTIAL
BUILDINGS WITH FOUR OR MORE DWELLING UNITS, ENTRANCES, BALCONIES, AND PORCHES, WHICH ARE PERMANENTLY
MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICACY.
EXCEPTION I: PERMANENTLY INSTALLED OUTDOOR LOW EFFICACY LUMINAIRES SHALL BE ALLOWED PROVIDED THAT THEY
ARE CONTROLLED BY A MANUAL-ON/OFF SWITCH, A MOTION SENSOR NOT HAVING AN OVERRIDE OR BYPASS SWITCH THAT
DISABLES THE MOTION SENSOR, AND ONE OF THE FOLLOWING CONTROLS A PHOTOCONTROL NOT HAVING AN OVERRIDE
OR BYPASS SWITCH THAT DISABLES THE PHOTOCONTROL; OR AN ASTRONOMICAL TIME CLOCK NOT HAVING AN OVERRIDE
OR BYPASS SNITCH THAT DISABLES THE ASTRONOMICAL TIME CLOCK; OR AN ENERGY MANAGEMENT CONTROL SYSTEM
(FMCS) NOT HAVING AN OVERRIDE OR BYPASS SWITCH THAT ALLOWS THE LUMINAIRE TO BE ALWAYS ON.
EXCEPTION 2: OUTDOOR LUMINAIRES USED TO COMPLY WITH EXCEPTIONAL MAY BE CONTROLLED BY A TEMPORARY
OVERRIDE SWITCH WITH BYPASSES THE MOTION 5EN5ING FUNCTION PROVIDED THAT THE MOTION SENSOR IS
AUTOMATICALLY REACTIVATED WITHIN SIX HOURS.
EXCEPTION 3: PERMANENTLY INSTALLED LUMINAIRES IN OR AROUND SHIMMING POOL, WATER FEATURES, OR OTHER
LOCATION SUBJECT TO ARTICLE 660 OF THE CALIFORNIA ELECTRIC CODE NEED NOT BE HIGH EFFICACY LUMINAIRES.
15. INTERNALLY ILLUMINATED ADDRESS SIGNS SHALL COMPLY WITH SECTION 145; OR NOT CONTAIN A 5CREN-BA5E SOCKET,
AND CONSUME NO MORE THAN FIVE WATTS OF POWER AS DETERMINED ACCORDING TO §I30(D).
14. LIGHTING FOR PARKING LOTS AND CARPORTS HITH A TOTAL OF 8 OR MORE VEHICLES PER SITE SHALL COMPLY HITH
THE APPLICABLE REGUIREMENTS IN SECTIONS 130, 132, 134, AND 147. LIGHTING FOR PARKING GARAGES FOR 5 OR MORE
VEHICLES SHALL COMPLY WITH THE APPLICABLE REGUIREMENTS OF 5ECTION5 130, 131, 134, AND 146.
15. PERMANENTLY INSTALLED LIOHTINO IN THE ENCLOSED, NON DWELLING SPACES OF LOW-RISE RESIDENTIAL BUILDING HITH
4 OR MORE DWELLING UNITS SHALL BE HIGH EFFICACY LUMINAIRES.
EXCEPTION: PERMANENTLY INSTALLED LON EFFICACY LUMINAIRES SHALL BE ALLOWED PROVIDED THAT THEY ARE
CONTROLLED BY AN OCCUPANT SENSOR(S) CERTIFIED TO COMPLY HITH THE APPLICABLE REGUIREMENTS.
2010 CalGreen Residential Mandatory Measures
Planning and Design
Site Development
4.106.2 A plan is developed and implemented to manage storm water drainage during construction.
4.106.3 The site shall be planned and developed to keep surface water away from buildings. Construction plans
shall indicate how site grading or a drainage system will manage all surface water flows.
Energ=y Efficiency
4.201.1 Low-rise residential buildings shall meet or exceed the minimum standards design required by the
California Energy Standards.
Water Efficiency and Conservation
Indoor Water Use (Effective 7/01/2011)
4.303.1 Indoor water use shall be reduced at least 20 percent using one of the following methods:
1. Water saving fixtures or flow restrictors shall be used.
2. A 20 percent reduction in baseline water use shall be demonstrated.
4.303.2 When using the calculation method specified in Section 4.303.1, multiple showerheads shall not exceed
maximum flow rates.
4.303.3 Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with
specified performance requirements.
Outdoor Water Use
4.304.1 Automatic irrigation systems controllers installed at the time of final inspection shall be weather -based.
➢ Material Conservation and Resource Efticienev
Enhanced Durability and Reduced Maintenance
4.406.1 Joints and openings. Annular spaces around pipes, electric cables, conduits or other openings in plates at
exterior wall shall be protected against the passage of rodents by closing such openings with cement mortar,
concrete masonry or similar method acceptable to the enforcing agency.
Construction Waste Reduction, Disposal and Recycling
4.408.1 A minimum of 50 percent of the construction waste generated at the site is diverted to recycle or salvage.
4.408.2 Where a local jurisdiction does not have a construction and demolition waste management ordinance, a
construction waste management plan shall be submitted for approval to the enforcing agency.
Building Maintenance and Operation
4.410.1 An operation and maintenance manual shall be provided to the building occupant or owner.
➢ Environmental Ouality
4.503.1 Any installed gas fireplaces shall be a direct -vent sealed -combustion type. Any installed woodstove or
pellet stove shall comply with US EPA Phase 11 emission limits where applicable. Woodstoves, pellet stoves and
fireplaces shall also comply with applicable local ordinances.
Pollutant Control
4.504.1 Duct openings and other related air distribution component openings shall be covered during construction.
4504.2.1 Adhesives, sealants and caulks shall be compliant with VOC and other toxic compounds limits.
4504.2.2 Paints, stains and other coatings shall be compliant with VOC limits.
4.504.2.3 Aerosol paints and coatings shall be compliant with product weighted MIR limits for ROC and other
toxic compounds.
4.504.2.4 Documentation shall be provided to verify that compliant VOC limit finish materials have been used.
4.504.3 Carpet and carpet systems shall be compliant with VOC limits.
4.504.4 50 percent of floor areas receiving resilient flooring shall comply with the VOC-emission limits defined in
the Collaborative for High Performance Schools (CHPS) Low -emitting Materials List or be certified under the
Resilient Floor Covering Institute (RFCI) FloorScore program.
4.504.5 Particleboard, medium density fiberboard (MDF) and hardwood plywood used in interior finish systems
shall comply with low formaldehyde emission standards.
Interior Moisture Control
4.505.2 A vapor retarder and capillary break is installed at slab on grade foundations.
4.505.3 Moisture contents of building materials used in walls and floor framing is checked before enclosure.
Indoor Air Quality and Exhaust
4.506.1 Exhaust fans which terminate outside the building are provided in every bathroom.
4.507.1 Whole house exhaust fans shall have insulated louvers or covers which close when the fan is off. Covers or
louvers shall have a minimum insulation value of R-4.2.
4.507.2 Duct systems are sized. Designed, and equipment is selected using the following methods:
1. Establish heat loss and heat gain values according to ACCA Manual J or equivalent.
2. Size duct systems according to ACCA 29-D (Manual D) or equivalent.
3. Select heating and cooling equipment according to ACCA 36-S (Manual S) or equivalent.
➢ Installer and Special Inspector Qualifications
Qualifications
702.1 HVAC system installers are trained and certified in the proper installation of HVAC systems.
702.2 Special inspectors employed by the enforcing agency must be qualified and able to demonstrate competence
in the discipline they are inspecting.
Verifications
703.1 Verification of compliance with this code may include construction documents, plans, specifications, builders
or installer certification, inspection reports, or other methods acceptable to the enforcing agency which show
substantial conformance.
' To download a copy ojthe CalGreen code visit: www.documents.dgs.ca.gov/bsc/CALGreen/2010_CA_Green_Bldg.pdf
TABLE 4.604.1
ADHESIVE VOC LIMr1'u
Lasa Wmw and Lasa Ezarnnt Car rounds In Grum uar Leer
ARCHITECTURAL APPLICATIONS
CURRENT VOC LIMIT
Indoor adhesly"
50
Carpet Pad adhesives
5o
Outdoor carpet adhesives
150
Wood Flcorft adhesive
100
Rubber floor adhesives
60
Subfloor adhesives
5o
Ceramic tile adhesives
as
VCT and asphalt ale adhesives
50
ftwell and Panel adhesives
50
Cove base adhesives
50
Maki se constriction adhesives
70
Sbuctural Clazingl adhesives
100
S' roof membrane adhesives
250
Other adhesives not spedflically listed
5o
SPECIALTY APPLICATIONS
350
PVC weldkv
510
CPVC weldby
490
ABS welding
325
Plastic cement wakift
250
Adhesive Primer for plastic
550
Contact adhesive
so
Special se contact adhesive
250
Structural wood member adhesive
140
Top and trim adhesive
250
SUBSTRATE SPECIFIC APPLICATIONS
Form{elease compounds
Metal to molal
30
Plastic foam
50
Porous material (excW wood
50
Wood Fkaft adhesive
30
Fiberplan
so
1. 11 on sdhssiw Is used to [bond dsdmftr subara is i 90w, the adhesive with Ow highest VOC
Oaken[ shy be afiowed.
Z For adduonsl IMormsfon regarding methods to moaeum the VOC content specified In this table,
ase South Coast Air Gustily Managern int Obblet Rule 1108.
TABLE 4.504.2
SEALANT VOC LIMIT
Lees Water and Less Exempt ds In Grams per Liter
SEALANTS
CURRENT VOC LIMIT
Architecture!
250
Marine deck
760
Nonmembrane roof
300
R
250
S!nal"Iy rod membrane
450
Other
420
SEALANT PRIMERS
0.11
Architectural
- Nonporous
- Porous
250
775
Modified bituminous
500
Marine deck
760
Other
750
TABLE 4.504.3
VOC CONTENT UMTS FOR ARCHITECTURAL COATINGS
Grams of VOC per Utu of Coating.
Lana water and l wa& FuaiMt rrmnnn"nek
COATING CATEGORY
EFFECTIVE
1/1/2010
EFFECTIVE
1/1/2012
Flat coatings
50
0.05
Nonftat coafts
100
Hardwood plywood composite
core
Nonflat4ilgh gloss coafirW
150
0.05
Spec Coatlnw
0.09
Aluml txn roof coatings
400
0.11
Basement specialty 22gm
400
Thin medium denliimerboardx
Bituminous rod coafts
50
Bituminous roof primers
350
e�
Bond breakers
350
Concrete ourft compounds
350
Concretalmosonry sealers
100
Driveway sealers
50
Dry f
150
c�
Faux finishing coatingis
350
Fire resistive coatings
350
Floor costirw
100
MEASURE5
Form{elease compounds
250
Scale
Graphic arta s
500
Sheet
High temperature coatI20
420
Ixgustrial maintenance 2222M
250
Low solids '
120
Magnesite cement coatings
450
Mastic texture coatings
100
Metallic pigmented coatings
500
Mul icokw coatings
250
Pretreatment wash primers
420
Primers sealers and uhdercoeters
100
Reactive penetrating sealers
350
Recycled ooafirw
250
Rod coatings
50
Rust preventative coatings
400
250
Sheik=
- Clear
. o
730
550
Specialty Primers,sealers and undercoaters
350
100
Stains
250
Stone consoadates
450
Swimmkv pool coatings
340
Traffic ms*ha coafts
100
Tub and file refinish
420
WaterprooftrV membranes
250
Wood coatis s
275
Wood Waservativett
350
Zinc-tich Primers
340
1. Gams of VOC per talar of coding, IndudMhp wakr and Nhcludin exempt compounds
2. The spsclfied knb rernaln In efrect unless revised batt as fisted In subsequent columns In the
table.
3. values In this table aro dwhred from those ape~ by the Cefifornls Ale Resources Board.
Architectural Costings Suggested Control Messurs, February 1, 2008. More Informston Is WON"
from the Air Resources Board.
TABLE 4.604.6
FORMALDEHYDE LIMITS'
MA-- nr V rmsWokwta Vmlaalnna M Dmr a ti IIeaik n
PRODUCT
CURRENT
LMR
Jummy 1 2012
July 1 2012
Hardwood Pkyood veneer we
0.05
Hardwood plywood composite
core
0.06
0.05
PaRkieboard
0.09
N
Medium density fiberboard
0.11
Thin medium denliimerboardx
0.21
0.13
1. Values In this table am dsrkvd from those spsdMd by the California Ale Reaoum" Bard, Ak To**
Control Measure for Composite Wood n' I In soca 1 m vft ASTM E 1333.90 CM. Mom addltklml
akbmnotion, see CM xnr a Code aftoufa lons, TNM 17. Seeeau 03120 through 93120.12.
Z This medum density llearboard hes a maxeraun ttdrnees of 8 mfiMneters.
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STRUCTURAL NOTES
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1.
GENERAL
6.
FRAMINGLUMBER
/
10.
LIGHT GAUGE STEEL
8-1: PREFABRICATED ROOF TRUSSES:
A)
ALL WORK SHALL CONFORM TO THE 2013 CBC AND ALL APPLICABLE LOCAL CODES.
6-1
MATERIALS:
-A) PREFABRICATED ROOF TRUSSES: PREFABRICATED ROOF TRUSSES SHALL BE
B)
THE ENGINEER (VERTECH ENGINEERING, INC.) HAS PROVIDED AND IS RESPONSIBLE FOR SPECIFIC
A.)
SHEATHING:
A)
ALL STUD/TRACK MATERIAL SHALL CONFORM TO THE FOLLOWING:
DESIGNED BY THE TRUSS FABRICATOR PER THE REQUIREMENTS OF THE
STRUCTURAL ITEMS ONLY, ALL OTHER REQUIREMENTS OF THE BUILDING CODE
1. ROOF SHEATHING: SEE PLANS
*54 MILS AND HEAVIER - 50 KSI MIN. YIELD, ASTM A 570 -GRADE 50
ARCHITECTURAL AND STRUCTURAL DRAWINGS AND CBC 2303.4.
INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAP
2. FLOOR SHEATHING: SEE PLANS
GALVANIZED STEEL PER ASTM A 446 -GRADE D.
B) COMPLETE CALCULATIONS AND SHOP DRAWINGS INCLUDING LAYOUT, SIZE OF
THESE PLANS HAVE BEEN
ACCESSIBILITY, EGRESS REQUIREMENTS, PARKING, AND ALL OTHER DESIGN
3. WALL SHEATHING: SEE PLANS
*43 MILS AND LIGHTER - 33 KSI MIN. YIELD, ASTM A 570 -GRADE 33
MEMBERS, AND CONNECTION DETAILS, STAMPED AND SIGNED BY AN
REVIEWED FOR COMPLIANCE
REQUIREMENTS NOT SPECIFICALLY SHOWN IN THE STRUCTURAL DESIGN CALCULATIONS
B.)
GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O.
GALVANIZED STEEL PER ASTM A 446 -GRADE A.
ENGINEER LICENSED IN THE STATE OF CALIFORNIA, SHALL BE REVIEWED BY THE
ONLY WITH THE ATTACHED
ARE .THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER.
GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE
ENGINEER OF RECORD PRIOR TO TRUSS FABRICATION.
STRUCTURAL CALCULATIONS
SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE
MANUFACTURER.
B)
ALL MISCELLANEOUS COLD FORM STEELS SHALL CONFORM TO THE
C) TRUSS DESIGN LOADS:
DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER
GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP
FOLLOWING:
TOP CHORD LIVE LOAD 20 PSF REDUCIBLE
WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE.
IN ACCORDANCE WITH CBC 2303.1.3, AITC A190.1, AND ASTM D 3737. BEAM INSPECTION CERTIFICATES
33 TO 43 MILS - 33 KSI MIN. YIELD
TOP CHORD DEAD LOAD 8 PSF
C)
THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS
SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION
54 TO 114 MILS - 50 KSI MIN. YIELD
BOTTOM CHORD DEAD LOAD 8 PSF
p
SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE
IN ACCORDANCE WITH CBC 1704.2.
TOTAL LOAD 36 PSF
CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL
C.)
MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 3100 PSI & FV
C)
ALL WELDING SHALL BE PERFORMED BY CERTIFIED LIGHT GAUGE STEEL
UPLIFT LOAD AS REQUIRED BY THE 2013 CBC
MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE
= 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481
WELDERS CERTIFIED FOR ALL APPROPRIATE DIRECTIONS PER ANSI/AWS
D) TRUSS BRIDGING SHALL BE AS REQUIRED AND SPECIFIED BY THE TRUSS
STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING,
D.)
SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER
D1.3-98•
FABRICATOR.
D)
BRACING, SCAFFOLDING, ETC.
IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR
ANCHOR BOLTS AND 3" X 3" X .229" PLATE WASHERS LOCATED AT 6'-0" O.C. MAX. WITH
E) TRUSS MANUFACTURER SHALL OBTAIN ALL NECESSARY APPROVALS FROM THE
f�
CCS
IND)
WELDING RODS SHALL CONFORM TO THE FOLLOWING:
PUBLIC AGENCIES INVOLVED IN GOVERNING CONSTRUCTION.
THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR
E.)
FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE
43 MILS AND LIGHTER SHEET -TO -SHEET - E60XX
F) TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MAXIMUM DEFLECTIONS UNDER
CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS.
W.W.P.A. OR W.C.L.LB. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O.
54 MILS AND HEAVIER SHEET -TO -SHEET - E70XX OR E 6015
DESIGN LOADS: LIVE LOAD DEFLECTION = L/360, TOTAL LOAD DEFLECTION =
L/240
E)
ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY
1. STUDS SHALL BE STUD GRADE OR BETTER.
DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING
2. ALL POSTS SHALL BE DF -L #1 U.N.O.
E)
WIRE TYING OF FRAMING COMPONENTS IS NOT PERMITTED.
8-2 CUT AND STACKED ROOF FRAMING.
F)
WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER.
ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC. IS THE
3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O.
F)
ALL CALCULATED STUD PROPERTIES, PER CBC 2010 SPECIFICATION,
A.) CUT AND STACKED ROOF SYSTEMS SHALL BE BUILT TO THE CONVENTIONAL FRAMING REQUIREMENTS
ARNO#
. .)
RESPONSIBILITY OF THE CONTRACTOR OWNER.
4. 2X JOISTS SHALL BE DF -L #2 U.N.O.
ARE ON LLOWING TABLE:
OF THE CALIFORNIA BUILDING CODE (CHAPTER 23). PURLINS, BRACES, INTERMEDIATE
SUPPORTS, AND
G)
SHOP DRAWINGS: SHOP DRAWINGS ARE SUPERCEDED BY THE STRUCTURAL
E
5. CONCEALED BEAMS SHALL BE DF -L #2
I SS- 0.0966 INCH
CONNECTIONS SHALL BE PROVIDED BY THE CONTRACTOR THAT ARE CAPABLE OF TRANSMITTING ALL
E1489NEERNG
DRAWINGS UNDER ALL CIRCUMSTANCES. THE GENERAL CONTRACTOR SHALL
6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER)GRAVITY
68 MILS - 0.0677 INCH
AND WIND LOADS TO THE FOUNDATION.
VERIFY THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST
F.)
7. ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER.
NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE
54 MILS - 0.0538 INCH
THE FOLLOWING
383 Rio Lindo Ave, Ste 200
STRUCTURAL DRAWINGS. REVIEW OF SHOP DRAWINGS BY THE ENGINEER OF
EXPOSED TO WEATHER OR WITHIN 18"
43 MILS - 0.0428 INCH
ADDITIONAL LIMITATIONS SHALL APPLY:
Chico, California 95926
RECORD DOES NOT GUARANTEE IN ANY WAY THE THE SHOP DRAWINGS ARE
G.)
OF FOUNDATION, NAILS SHALL BE GALVANIZED.
BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND
33 MILS - 0.0329 INCH
27 MILS - 0.0269 INCH
1. RAFTER MAXIMUM SPANS
P. (530) 899-8716
CORRECT, NOR DOES IT INFER THAT THEY SUPERCEDE THE STRUCTURAL
DRAWINGS.
PROVIDED NEW AND WITHOUT EXCESSIVE RUST.
A. 2X6 DF -L 2: 9'-0"
F. (866) 881-9108
H)
WALL FINISH SYSTEMS SUCH AS STUCCO SHALL BE APPLIED OVER FOAM
H.)
ALL HARDWARE CALLED SHALL BE SIMPSON STRONG -TIE CO., OR ENGINEER APPROVED
G)
LATERAL BRIDGING FOR STEEL STUDS IS REQUIRED WHEN WALL
B. 2X8 DF -L #2: 12'-0"
vertechengineering.com
BASE OR OTHER METHOD OF ADEQUATELY ALLOWING THE FINISH TO EXPAND
EQUIVALENT, INSTALLED PER MANUFACTURERS RECOMMENDATIONS WITH ALL HOLES FILLED
BOARD, INSTALLED PER CBC CHAPTER 25, DOES NOT CONTINUE FULL
C. 2X10 DF -L #2: 16'-6"
AND CONTRACT WITHOUT CRACKING. THE OWNER OR CONTRACTOR SHALL BE
WITH RECOMMENDED FASTENERS. USP HARDWARE MAY BE USED IN LIEU OF SIMPSON HARDWARE
HEIGHT ON BOTH SIDES. BRIDGING SHALL BE INSTALLED PER
RESPONSIBLE FOR ANY DEFECTS IN THE FINISHES.
WITH WRITTEN APPROVAL FROM STRUCTURAL ENGINEER OF RECORD.
MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY SHOWN
2. MINIMUM BRACE SIZE = 2X6
I)
SPECIAL INSPECTION: FULL-TIME SPECIAL INSPECTION PER SECTION 1701 OF
ALL METAL HANGERS, CONNECTORS, AND FASTENERS IN CONTACT WITH PRESSURE
OTHERWISE WITHIN THIS SUBMITTAL.
THE CBC SHALL BE PROVIDED FOR THE FOLLOWING TYPES OF CONSTRUCTION:
TREATED WOOD SHALL BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE
3. MAXIMUM BRACE SPACING = 4'-0" O.C.
MANUFACTURER TO RESIST CORROSION CAUSED BY THE SPECIFIC TREATMENT APPLIED
H)
ALL NOTES FOR CLARIFICATION AND ASSUMPTIONS ARE CLEARLY
WELDING OF STRUCTURAL OR REINFORCING STEEL
TO THE WOOD AND/OR METALS.
MARKED AND MUST BE APPROVED OR VERIFIED PRIOR TO
4. PURLIN SIZE SHALL MATCH THE SUPPORTED RAFTER SIZE U.N.O.
1.)
MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE
INSTALLATION.
THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE STRUCTURAL ENGINEER
INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF L/480
B.) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE CONVENTIONALLY FRAMED ROOF
AND BUILDING DEPARTMENT, SHALL BE ICBO QUALIFIED, AND THEIR EXPERIENCE
U.N.O.
J)
AXIALLY LOADED STUDS SHALL HAVE FULL BEARING AGAINST INSIDE
SYSTEM WITH TIES AND SUPPORTS BRACING ALL ELEMENTS TO THE FOUNDATION.
THE ENGINEER
SHALL BE COMMENSURATE WITH THIS TYPE OF PROJECT.
USE A MANUFACTURED 1-1 /4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS.
TRACK WEB PRIOR TO STUD AND TRACK ATTACHMENT. SPLICES IN
HAS MADE A CURSORY REVIEW OF THE FRAMING SIZES AND SUPPORT LOCATIONS,
AND HAS PROVIDED
USE A DOUBLE RIM OR 1-3/4" LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS
AXIALLY LOADED MEMBERS SHALL NOT BE PERMITTED.
GENERAL CONNECTION DETAILS TO COVER THE MAJORITY OF CONDITIONS BUT
HAS NOT PROVIDED
2.
SITE WORK / FOUNDATIONS
DECK LEDGERS).
K)
TEMPORARY BRACING REQUIREMENTS
ENGINEERING DETAIL REQUIREMENTS FOR ALL CONNECTIONS NECESSARY FOR THE
ROOF TO PERFORM IN
A)
ASSUMED MAXIMUM SOIL BEARING = 1500 PSF PER CBC TABLE 1806.2.
ARE THE RESPONSIBILITY OF THE
ACCORDANCE WITH THE LOADING CRITERIA. IF ANY SPECIFIC ELEMENT OF THE
ROOF FRAMING SYSTEM
B)
BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER
6-2
GENERAL FRAMING
CONTRACTOR.
IS NOT SHOWN AND DETAILED CONNECTION CRITERIA IS REQUIRED, PLEASE CONTACT THE ENGINEER FOR
HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED
A.)
MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2013 CBC TABLE 2304.9.1.
L)
ALL METAL -TO -METAL SCREWS SHALL BE SIMPSON QUIK DRIVE
ADDITIONAL INFORMATION.
MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
B.)
LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE
SELF -DRILLING PER ICC -ESR 3006.
9. DESIGN LOADS
C)
THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS.
MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION.
A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC
w
ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO
C.)
SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD
M)
ALL SCREWS SHALL BE FULLY DRIVEN AND HAVE A MINIMUM
CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O.:
THE CONSTRUCTION OF THE FOUNDATIONS.
CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED
PENETRATION OF (3) THREADS THROUGH THE LAST MATERIAL JOINED.
j
D)
ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND
FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT
B) SEISMIC:
GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE.
FRAMING FROM THE EFFECTS OF SHRINKAGE.
N)
ROOF TRUSSES, RAFTERS AND FLOOR JOISTS SHALL BE ALIGNED OVER
SEISMIC IMPORTANCE FACTOR: 1
(12" TO 24" AS PER LOCAL REQUIREMENTS)
D.)
ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED
A BEARING STUD, THE ACCEPTABLE TOLERANCE FOR ALIGNMENT IS
MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.615, S1 = 0.234
O Q
E)
BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL.
OR BE OF MATERIAL THAT IS NATURALLY RESISTANCE TO DECAY.
3/4" BETWEEN THE WEB OF THE BEARING STUD AND THE WEB OF
SEISMIC SITE CLASS: D
F)
ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 2% AWAY FROM ALL FOUNDATIONS
THE HORIZONTAL FRAMING ELEMENT. ALL STUDS AT UPPER LEVEL
SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.57, SD1 = 0.31, Cs = 0.09
Q
A MINIMUM OF 10 FEET HORIZONTAL.
6-3
A.)
BEAM FRAMING
BUILT UP BEAMS: ALL
MUST ALIGN WITH STUDS AT LOWER LEVEL.
SEISMIC DESIGN CATEGORY. D
G)
FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS.
BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS
BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS
H)
FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES.
SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O.
P)
WALL TRACK SPLICE: THE TOP AND BOTTOM TRACK SHALL BE MADE
SEISMIC BASE SHEAR: 13.1 KIPS
1)
USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE
B.)
DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL
CONTINUOUS BY MEANS OF WELDING, OR LAP SPLICING THE TRACK.
RESPONSE MODIFICATION FACTOR: R = 6.5
TO DRAIN TO DAYLIGHT.
TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED.
ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORCE PROCEDURE
J.)
FOR FOOTINGS PLACED ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE
ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH
Q)
JOIST BLOCKING AT INTERIOR BEARING WALLS: ALL JOISTS SHALL BE
V
FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2013 CBC. THIS ENGINEER SHALL NOT BE
MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT
BLOCKED WITH A COMBINATION OF STRAP AND INTERMEDIATE
C ) WIND:
LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1808 OF THE 2013 CBC.
WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING
BLOCKING OR SOLID CONTINUOUS BLOCKING.
WIND SPEED: 110 MPH
K.)
WHERE LOADING TO EXISTING FOUNDATIONS IS NOT SUBSTANTIALLY INCREASED OR MODIFIED, NO DESIGN
C.)
STOVE, ETC.
BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS
R)ALLOWABLE
PENETRATIONS: CONFIRM THAT PUNCHOUTS OR
WIND EXPOSURE: C
w
O
RECOMMENDATIONS HAVE BEEN MADE FOR THE SUITABILITY OF THE EXISTING FOUNDATIONS. ONLY THOSE
-
PENETRATIONS ARE NOT CLOSER THAN 24" O.C. OR LOCATED CLOSER
D) GRAVITY LOADS:
FOUNDATIONS WHERE LOADS HAVE BEEN ADDED BY A SECOND STORY HAVE BEEN INCLUDED IN THE
6-4
POSTS/TRIMMERS
THAN 10" A BEARING STUD NOT
OUT OWITHOUTRSP O
LIVE
~
DESIGN. THE OWNER SHALL BE ADVISED THAT EXISTING FOUNDATIONS MAY NOT BE STRUCTURALLY
ADEQUATE AND SETTLEMENT, CRACKING, AND OTHER PROBLEMS ASSOCIATED WITH EXISTING FOUNDATIONS
ARE
A.)
SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH20
EQUIVELANT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS.
SHOWN ONM
DRAWINGS NOT BE FIC
DIRECTION FROM THE ENGINEER.
ROOA.............................................. PSF REDUCIBLE
FLOOR PSF
BEYOND THE SCOPE OF THIS DESIGN. IF REVIEW OF THE EXISTING FOUNDATIONS IS REQUIRED, A
.................... .....................40
A
GEOTECHNICAL ENGINEER SHOULD BE CONTACTED TO DETERMINE THE EXTENT AND ADEQUACY OF THE
EXISTING, UN -MODIFIED PORTIONS OF THE FOUNDATIONS.
B.)
WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE
TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O.
S)
FIELD CUTS: FIELD CUTS THROUGH FLANGES OF STUDS OR TRACKS
E-1
SHALL NOT BE PERMITTED UNLESS SPECIFICALLY APPROVED BY THE
4.
CONCRETE / REINFORCING
6-5
WALL FRAMING
ENGINEER.
A
CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O.
A.)
DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING
T)
WHENEVER (2) STUDS ARE CALLED FOR IN STRUCTURAL DRAWINGSFOR
C)
ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE
II OR TYPE III LOW ALKALI.
WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD
TOP PLATE SPLICES OF STUD WALLS SHALL BE 48 LONG WITH (12) 16d SINKERS EACH SIDE
USE AS BEAM OR HEADER SUPPORTS OR FOR THE END OF
1-I
D)
AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE
OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERUPTED, USE ST6224 STRAP U.N.O.
SHEAR WALLS THE STUDS MUST BE PLACED BACK-TO-BACK AND
SCREWED TOGETHER WITH A MINIMUM OF (2) #10 SCREWS AT 18" O.C.
w
ALKALI REACTIVE AS DETERMINED BY ASTM C-227, 289, AND 295. IF TEST DATA IS
UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM
B.)
FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS
10'-0"
AND 9" MAXIMUM FROM EACH END WITH SCREWS LOCATED 3/4" MAX
FROM EACH FLANGE.
ALKALI CONTENT LESS THAN 0.45% BY WEIGHT.
C.)
MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED,
E)
CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE
USE SIMPSON SET EPDXY WITH ANCHOR OF SAME DIAMETER WITH 7" EMBEDMENT IN CONCRETE AND
LATEST EDITION OF THE ACI 318.
INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ICC REPORT.
F)
SLABS ON GRADE SHALL BE PER THE CONTRACTOR. VERTECH RECOMMENDS THE FOLLOWING
AS A MINIMUM SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH BARS
D.)
CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER
HEIGHTS, STACK 2X PLATES
#3
(AND SHIM AS REQUIRED).
AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARTER,
E.)
NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE
ABBREVIATIONS
OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF
NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE.
SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL
OTHER AREAS.
F.)
LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY
WALL FRAME. STEEL STRAPS WHICH NOT
AB ANCHOR BOLT DJ
DOUBLE JOIST JST JOIST PP
PARTIAL PENETRATION
DO REQUIRE THE CUTTING OF STUDS ARE AN
ADD L ADDITIONAL DO
DITTO JT JOINT PT
PRESSURE TREATED
G
SAW -CUT TOP 3/4- OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 20'-0"
ACCEPTABLE ALTERNATIVE.
P/C
/
PRECAST CONCRETE
-,
WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0" WHERE SLAB IS
G.)
SEE NOTE 6-1 D FOR SILL AND ANCHOR BOLT SPECIFICATIONS:
ADJ ADJACENT DWL
DOWEL K KIPS
P/T
POST -TENSIONED
f"" 01 ` c
- �'`
1)
UN-REINFORCED.
REINFORCEMENT COVER SHALL BE AS FOLLOWS:
H.)
WALL FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O.
PER PLANS AND DETAILS.
ALT ALTERNATE EA
EACH L ANGLE REINF
REINFORCEMENT DATE
; A= �`��� ^`mss" ' _
�� �j�, Ii
ANC ANCHOR EF
EACH FACE LLH LONG LEG HORIZ REQ'D
REQUIRED ---------
� �� h/_�_ ,
/
CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3
CONCRETE WITH SOIL OR WEATHER EXPOSURE:
6-6
CONNECTIONS
ARCH ARCHITECTURAL EL
ELEVATION (DATUM) LLV LONG LEG VERT. SC
SLIP CRITICAL
Y c
#5 BARS AND SMALLER 1 X
A.)
HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE.
BLDG BUILDING ELEV
ELEVATION VIEW
(VIEW) OR ELEVATOR LONG LONGITUDINAL SEOR
STRUCTURAL ENGINEER
#6 BARS AND LARGER 2"
B.)
ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE
BLKG BLOCKING EN
EDGE NAILING LSL LONG SLOTTED HOLE
OF RECORD
CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4"
WASHERS WHERE BEARING AGAINST WOOD.
BM BEAM EQ
EQUAL LVL LAMINATED VENEER LUMBER SHG
SHEATHING
J)
REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP REINFORCING 40 BAR
C. )
ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED
BOT B BOTTOM ES
O
SIM
EACH SIDE MAX MAXIMUM
SIMILAR
��VI510N5
DIAMETERS U.N.O.
D. )
BEFORE CLOSING IN OR AT COMPLETION OF JOB.
LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE.
B1F BEAT TO FIT EXIST (E)
SOG
EXISTING MB MACHINE BOLTS
SLAB -ON -GRADE
K)
#5 AND LARGER REBAR SHALL NOT BE RE-BENT.
SSL
SHORT SLOTTED HOLES
I
L
ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND
B11NN BETWEEN EXP
EXPANSION MECH MECHANICAL
STD
STANDARD
ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT.
7:
PREFABRICATED WALL FRAMES
CB CARRIAGE BOLTS EXT
EXTERIOR MFR MANUFACTURER
A
PREFABRICATED WALL FRAMES: PREFABRICATED WALL FRAMES SUCH AS
CCJ CONTROL JOINT EW
STIFF
EACH WAY MIN MINIMUM
STIFFENER
SIMPSON STRONG WALL, HARDY FRAME, "Z" WALL, TJ PANEL, OR OTHER
CIP CAST -IN-PLACE CONCRETE FF
Sll_
FINISH FLOOR MISC. MISCELLANEOUS
STEEL
5.
MASONRY
SHALL BE VERIFIED BY THE CONTRACTOR TO BE OF APPROPRIATE HEIGHT
SQ
SQUARE
A)
CEMENT MASONRY UNITS SHALL CONFORM TO CBC STANDARD 21-4, GRADE N, TYPE I, AND
AND LENGTH FOR THE FIELD CONDITIONS PRIOR TO ORDERING ANY PRODUCTS.
CJ CONSTRUCTION JOINT FIN
FINISH MTI_ METAL SWS
SHEAR WALL SCHEDULE
SHALL BE SINGLE OR DOUBLE OPEN END BOND BEAM UNITS.
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER
CLR CLEAR FJ
FLOOR JOIST (N) NEW SYM
SYMMETRICAL
B)
F'm MIN SHALL BE 1,500 PSI WITH COMPLIANCE VERIFIED AS REQUIRED PER CBC SECTION
PRIOR TO ORDERING.
ALL ANCHOR BOLTS, HOLD DOWN ANCHORS, AND SUPPLEMENTAL EQUIPMENT
CMU CONCRETE MASONRY UNITS FLR
FNDN
FLOOR NOM NOMINAL T & B
FOUNDATION
TOP & BOTTOM
t7AT�
4/1/14
2105.3.
C)
EACH CELL SHALL BE COMPLETELY FILLED WITH GROUT CONFORMING TO ASTM C279 TYPE S
SHALL BE INSTALLED IN ACCORDANCE WITH ICC REPORT AND MANUFACTURER'S
COL COLUMN
FOHC
NS NEAR SIDE T 0 (P)
FREE OF HEART CENTER
TOP OF (PLYWOOD)
5c& -
WITH A MINIMUM STRENGTH OF 2,000 PSI.
RECOMMENDATIONS.
CONC CONCRETE
NSA NELSON STUD ANCHOR TOC
TOP -OF -CONCRETE
NTS
D )
LAP REINFORCING THE GREATER OF 60 BAR DIAMETERS OR 2'-0".
B)
COMPLETE SPECIFICATIONS AND CURRENT ICC REPORT MUST BE AVAILABLE TO
CONN CONNECTION FOS
FACE OF STUD
NTS NOT TO SCALE TOF
TOP -OF -FOOTING
E)
LOCATE ANCHOR BOLTS WITHIN 2" OF THE CENTER OF A CELL.
THE INSTALLER FOR REVIEW PRIOR TO PLACEMENT.
FS
CONSTR CONSTRUCTION FTG
FAR SIDE
FOOTING OC ON CENTER TOS
TOP -OF -STEEL
C7�AWN
ACJ
CONT CONTINUOUS GA
GAGE OD OUTSIDE DIAMETER TOW
TOP -OF -WALL
CONTR CONTRACTOR GALV
GALVANIZED OH OPPOSITE HAND TN
TOE NAIL
14-116
CP COMPLETE PENETRATION GLB
GLUE -LAM BEAM OPNG OPENING TYP
TYPICAL
CTR CENTER HDR
HEADER OVS OVERSIZE ROUND HOLE UNO
UNLESS NOTED OTHERWISE
CTSK COUNTERSINK HGR
HANGER (SIMPSON) PDF POWDER DRIVEN FASTENER VERT (V)
VERTICAL
DBA DEFORMED BAR ANCHOR HORIZ (H)
HORIZONTAL PERP PERPENDICULAR WP
WORKPOINT
SN
DBL DOUBLE HSB
HIGH STRENGTH BOLTS PL PLATE WWF
WELDED WIRE FABRIC
DF -L DOUGLAS FIR - LARCH ID
INSIDE DIAMETER PLYWD PLYWOOD W/
WITH
DIA DIAMETER INT
INTERIOR PLCS PLACES W/0
WITHOUT
I
STRAP
THICKNESS 2X4 BLK'G
3" CLR
A
3" CL R 6" O.C., TYP
3" CLR
REINFORCE WITH
FTG TYPE PER PLAN #4 AT 6" O.C. E.W.
TYP. SPREAD FOOTING SCHEDULE
NO SCALE
DOUBLE
FOOTING SCHEDULE
TOP PLATE
FOOTING TYPE
DIMENSION A
DIMENSION B, U.N.O.
THICKNESS, U.N.O.
F1.5
1'-6"
1'-6"
12"
F2
2'-0"
2'-0"
12"
F2.5
2'-6"
2'-6"
12"
F3
3'-0"
3'-0"
12"
F3.5
3'-6"
3'-6"
12"
F4
4'-0"
4'-0"
12"
F4.5
4'-6"
4'-6"
18"
F5
5'-0"
5'-0"
18"
F5.5
5'-6"
5'-6"
18"
F6
6'-0"
6'-0"
18"
TYP. SPREAD FOOTING SCHEDULE
NO SCALE
DOUBLE
MAX TRUSS REACTION
TOP PLATE
BETWEEN PANELS
SIZE
CONDITION A CONDITION B
2X4
2000 LBS
4100 LBS
5510 LBS WITH TBE4
2X6
3220 LBS
6400 LBS
7430 LBS WITH TBE6
CONDITIC
STUD DC
NOT OCC
BELOW T
N A,
NO
'PROVIDE GAP
BETWEEN PANELS
E.N. PLY
AT KING STUD
T
ES
CONCRETE
SEE
SINGLE POUR
ANCHOR TYPE
NOTE 3
TWO POUR
NAILS/
SDS SCREWS/
POST BOLTS
MIN.
STEM
WALL
WIDTH
HDU2
DBL 2X
UR
SSTB16 -
6X8/6X10/6X12
SSTB20 "`
6 SCREWS
6"
HDU4
SUSS
1 5/16"
SSTB20 -. • :
SSTB24 .._
10 SCREWS
6"
C01
6X6
1 3/8"
SST828
ZI
SSTB34
20 SCREWS
STl
HDU11
6X6
1 3/8"
1"0,
NOTE 2
30 SCREWS
BEI
TOP PLATE
PER 6/SD1
BOTTOM PLATE
II II
SHEAR PLY AND
NAILING PER PLAN
E. N
1 Ir♦M1 IM
KING STUDS
# MAY VARY
---E.N. PLY AT
BLK'G/HDR
-SHEAR PLY
AND NAILING
PER PLAN
--E.N. PLY AT
BLK'G/SILL
Q0[sS104/
WALL CONTINUES WHERE ��� �� C. /0til
OCCURS PER PLAN
(5) 16d--,,+ + + 6 1 8 z
+
+ +' + + * CIVIL 4
PARTIAL PLAN AT TOP PLATE CORNER AND TEE
1 44;
DBL 2X TOP PLATES1126 STRAP, U.N.O.,
PER DETAIL BELOW ---,,,CENTERED ON DISCONTINUITY
k
I
STUD DIRECTLY UNDER SPLICE, TYP.
TYPICAL TOP PLATE DISCONTINUITY
(5) 16d AT CORNER OR INTERSECTING WALL
NO
'PROVIDE GAP
BETWEEN PANELS
E.N. PLY
AT KING STUD
AS REQ'D. BY
MFR., 1/8" MIN.
CONCRETE
SEE
SINGLE POUR
ANCHOR TYPE
NOTE 3
TWO POUR
NAILS/
SDS SCREWS/
POST BOLTS
Q0[sS104/
WALL CONTINUES WHERE ��� �� C. /0til
OCCURS PER PLAN
(5) 16d--,,+ + + 6 1 8 z
+
+ +' + + * CIVIL 4
PARTIAL PLAN AT TOP PLATE CORNER AND TEE
1 44;
DBL 2X TOP PLATES1126 STRAP, U.N.O.,
PER DETAIL BELOW ---,,,CENTERED ON DISCONTINUITY
k
I
STUD DIRECTLY UNDER SPLICE, TYP.
TYPICAL TOP PLATE DISCONTINUITY
(5) 16d AT CORNER OR INTERSECTING WALL
CF CAU
THESE PLANS HAVE BEEN
REVIEWED FOR COMPLIANCE
ONLY WITH THE ATTACHED
STRUCTURAL CALCULATIONS
CLI L►
16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH TYP 16d SINKERS AT 16" O.C.
(12) MIN. BETWEEN SPLICES 16d SINKERS AT 16" O.C. (12) MIN. BETWEEN SPLICES j NOTES:
(12) MIN. BETWEEN SPLICES 1. HOLDOWNS SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS.
2. PROVIDE A36 THREADED ROD WITH 28" EMBED IN CONCRETE AND NUT WITH 1/2- THICK
j BY 3" SQ. PLATE WASHER AT BOTTOM OF EMBEDDED END. YECH
3. FOR SSTB INSTALLATION IN 3X PLATE, USE SSTBL.
STUD DIRECTLY DBL 2X 4. DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.131") AT 6" O.C. STAGGERED. 383 Rio Lindo Ave, Ste 200
UNDER SPLICE, TYP. i TOP PLATE Chico, California 95926
INTERSECTING WALL OR CORNER WHERE OCCURS -9 5. STRAPS: MINIMUM FOUNDATION END DISTANCE FOR STRAP HOLDOWNS IS 1 1/2". NAIL SIZE 530
FOR STRAP HOLDOWNS IS 16d SINKER (0.148" DIA. X 3 1/4- LENGTH). P. ( ) 899-8716
TYPICAL TOP PLATE SPLICE F. (866) 881-9108
vertechengineering. com
12 TYP. OPENING STRAPPING DETAIL l( 9 1 TYPICAL TOP PLATE SPLICE DETAIL 6 I TYPICAL HOLDDOWN SCHEDULE 3
P
1 NO SCALE
'S BY OTHERS, TYP
DP PLATE PER 6/SD1
JDITION B.
ID DIRECTLY
.OW TRUSS
NOTES:
1.) CONTRACTOR SHALL VERIFY TRUSS REACTIONS AND SUPPORT CONDITIONS FOR ALL TRUSSES.
2.) STUDS SHALL BE SPACED 1'-4" ON CENTER MAXIMUM.
TRUSS ON DOUBLE TOP PLATE 11
NO SCALE
NO
HOLDOWN SCHEDULE
STRAP
2X4/2X6/2X8/
2X10/2X12
SIMPSON
MODEL
NUMBER
MIN.
COMP.
POST
DIST. FROM CENTER
OF CONC. ANCH.
TO FACE OF POST
CONCRETE
SEE
SINGLE POUR
ANCHOR TYPE
NOTE 3
TWO POUR
NAILS/
SDS SCREWS/
POST BOLTS
MIN.
STEM
WALL
WIDTH
HDU2
DBL 2X
1 5/16"
SSTB16 -
6X8/6X10/6X12
SSTB20 "`
6 SCREWS
6"
HDU4
DBL 2X
1 5/16"
SSTB20 -. • :
SSTB24 .._
10 SCREWS
6"
HDU8
6X6
1 3/8"
SST828
ZI
SSTB34
20 SCREWS
8"
HDU11
6X6
1 3/8"
1"0,
NOTE 2
30 SCREWS
8"
HDU14
6X6
1 9/16"
1"0,
NOTE 2 i
36 SCREWS
8"
HD19
6X6
2 1/8"
1-1/4"0, NOTE 2
(5) 1"0
8"
STHD8/RJ
DBL 2X
A.B. SIZE AND
(4)
=7:'
(24) 16d
6"
STHD10/RJ
I DBL 2X
,..
AND NAILING
N
(28) 16d
6"
ISTHD14/RJI
DBL 2X
1
BOTTOM
PLATE
(38) 16d
1 6"
CF CAU
THESE PLANS HAVE BEEN
REVIEWED FOR COMPLIANCE
ONLY WITH THE ATTACHED
STRUCTURAL CALCULATIONS
CLI L►
16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH TYP 16d SINKERS AT 16" O.C.
(12) MIN. BETWEEN SPLICES 16d SINKERS AT 16" O.C. (12) MIN. BETWEEN SPLICES j NOTES:
(12) MIN. BETWEEN SPLICES 1. HOLDOWNS SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS.
2. PROVIDE A36 THREADED ROD WITH 28" EMBED IN CONCRETE AND NUT WITH 1/2- THICK
j BY 3" SQ. PLATE WASHER AT BOTTOM OF EMBEDDED END. YECH
3. FOR SSTB INSTALLATION IN 3X PLATE, USE SSTBL.
STUD DIRECTLY DBL 2X 4. DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.131") AT 6" O.C. STAGGERED. 383 Rio Lindo Ave, Ste 200
UNDER SPLICE, TYP. i TOP PLATE Chico, California 95926
INTERSECTING WALL OR CORNER WHERE OCCURS -9 5. STRAPS: MINIMUM FOUNDATION END DISTANCE FOR STRAP HOLDOWNS IS 1 1/2". NAIL SIZE 530
FOR STRAP HOLDOWNS IS 16d SINKER (0.148" DIA. X 3 1/4- LENGTH). P. ( ) 899-8716
TYPICAL TOP PLATE SPLICE F. (866) 881-9108
vertechengineering. com
12 TYP. OPENING STRAPPING DETAIL l( 9 1 TYPICAL TOP PLATE SPLICE DETAIL 6 I TYPICAL HOLDDOWN SCHEDULE 3
P
1 NO SCALE
'S BY OTHERS, TYP
DP PLATE PER 6/SD1
JDITION B.
ID DIRECTLY
.OW TRUSS
NOTES:
1.) CONTRACTOR SHALL VERIFY TRUSS REACTIONS AND SUPPORT CONDITIONS FOR ALL TRUSSES.
2.) STUDS SHALL BE SPACED 1'-4" ON CENTER MAXIMUM.
TRUSS ON DOUBLE TOP PLATE 11
NO SCALE
NO
SCALE Sj1.
STRAP
2X4/2X6/2X8/
2X10/2X12
TOP PLATE
PER 6/SD1---,,, �� 1
2X4 BLK'G
DBL 2X6/DBL 2X8/
DBL 2X10/DBL 2X12
SHEAR PLY AND
16d
16d
NAILING PER PLAN
HU48TF/HU41OTF/HU412TF
16d
E.N..
6X8/6X10/6X12
H U 6 BTF/H U 61 OTF/H U 612TF
16d
A
CONT. FRAMING
ITS
N
ADJACENT TO TOP PLATE
LVL/PSL
HGLTV
OPENING PER 6/SD1
16d
GLU-LAM
S16 STRAP X (10'-0" + OPENING
OZ
I
16d
WIDTH) LONG ABOVE AND BELOW
N
SOLID
OPENING WITH 10d NAILS AT 2
BLOCK AS REQ'D. AT I
ALL EDGES, TYP.
�ILPER
BLOCK
1/16- O.C. CENTERED ON OPENING.
2' "j0 C
3'-0" O.C.
TYP•
WRAP AT CORNERS WHERE OCCURS
oil
3/8"
I-E.N. PLY
-
-
#4 X 5'-0" ADDED BAR AT
OPENING12"
MIN TO END AT BLK'G
o x
BETWEEN
OF SHEAR
N
STUDS
WALL, TYP
xl_
12d AT 3" O.C.
•' �ai
-- J I---E.N. PLY
A.B. SIZE AND
(4)
I1 AT BLK'G
CORNER CONDITION
A
,� II II SHEAR PLY
20d AT 4" O.C.
,..
AND NAILING
N
I I I I SCHED.
I°i �•� '°i PER PLAN
TYP
-CONTINUOUS I I I
FOUNDATION SILL PLATE SIZE 1► I
BOTTOM
PLATE
i.l I.I PROVIDE GAP BETWEEN
II II
USE 3X SILL
WHERE OCCURS PER SCHED. I I I°) I
II PANELS AS REQ'D. BY
2 SIDES
MFR., 1/8" MIN.
II I
�L
_IL
--J] ---��
USE 3X SILL
`� 9 C ' '°`
10 O.C.
(4)
E.N. PLY L AT STUD ADJACENT TO OPENING
TYP. OPENING
STRAPPING DETAIL 10
NO SCALE
SDj)
SDI
NO
SCALE Sj1.
SD 1
2X4/2X6/2X8/
2X10/2X12
TOP PLATE
PER 6/SD1---,,, �� 1
10d
DBL 2X6/DBL 2X8/
DBL 2X10/DBL 2X12
TYPICAL HANGER SCHEDULE
MEMBER SIZE
SIMPSON HANGER TYPE
FASTENER TYPE
AT SUPPORTING AT SUPPORTED
MEMBER MEMBER
2X4/2X6/2X8/
2X10/2X12
LUS24/LUS26/LUS28/
LUS210AUS210
10d
10d
DBL 2X6/DBL 2X8/
DBL 2X10/DBL 2X12
HUS26-2TF/HUS28-2TF/
HUS210-2TF/HUS212-2TF
16d
16d
4X8/4X10/4X12
HU48TF/HU41OTF/HU412TF
16d
10d
6X8/6X10/6X12
H U 6 BTF/H U 61 OTF/H U 612TF
16d
16d
TJI/BCI
ITS
10d
NOT REQ'D
LVL/PSL
HGLTV
16d
16d
GLU-LAM
HGLTV
16d
16d
NOTES:
1. PROVIDE SKEWED AND SLOPED HANGER WHERE REQUIRED.
2. PROVIDE HANGER WITH ONE OR BOTH FLANGES CONCEALED WHERE REQUIRED.
3. SEE PLANS AND DETAILS FOR HANGER AT SPECIAL CONDITION.
4. PROVIDE APPROPRIATE FASTENER AT ALL FASTENER HOLES U.N.O.
5. FASTENER SIZES: 16d=0.162" DIA. X 3 1/2" LENGTH
10d=0.148" DIA. X 3" LENGTH,
10d X 1 1/2"=0.148" DIA. X 1 1/2- LENGTH
6. PROVIDE HANGERS AND FASTENERS WITH CORROSION PROTECTION
APPROPRIATE FOR CONNECTION APPLICATION AND ENVIRONMENT.
TYPICAL METAL HANGER SCHEDULE
NO SCALE
CORNER WHERE OCCURS
POST PER PLAN/SCHEDULE
F.11
1�
• SPACINGLei.,
TRIMMERS
KING STUDS
UP TO 6'-0"
SEE PLAN
(1) 2X6
(1) 2X6
6'-0" TO 8'-0"
SEE PLAN
(2) 2X6
(1) 2X6
UP TO 16'-0"
Ile
(2) 2X6
(2) 2X6
BY MFR., 1/8" MIN.
TOP PLATE PER 6/SD1
(5) 16d NAILS AT
LAPPED CORNERS, TYP
A35 AT 2'-8" O.0
RBC AT 1'-8" O.C.3'-9*
RECOMMENDATIONS.
- -
4-4" O.C.
I■
4"
3/8"
350*
E.N. PER SHEAR
A35 AT V-8" O.C.!2�„9
RBC AT V-2" O.C.
2'-9" O.C.
10 C ;`
3'-4" O.C.
I
I I II WALL SCHED.
4"
• •
O
PT DF SILL AND _
BLOCK AS REQ'D. AT I
ALL EDGES, TYP.
�ILPER
:'1
"
•
3" ,d C
O.C.
2' "j0 C
3'-0" O.C.
AB PER 2/SD1 -
1'
oil
3/8"
490*
-
-
#4 X 5'-0" ADDED BAR AT
11 11
SHEAR PLY HD SCHED.
PER SHEAR
%2;; 0" 0 G
2'-4-m 0 C
(4)
I!H
16" MAX STUD I
WALL SCHED. II II
640*
12d AT 3" O.C.
•' �ai
D A
C. KING STUDS PER SCHEDULE SPACING PER 2/SD1
D. (2) A35 AT POSTS AND MULTIPLE KING STUDS
E. BLOCK AT PLYWOOD SPLICE, AND MAX 10' UNBRACED STUD LENGTHS
F.) NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED
G.) WALL STUD PER PLAN, DF#2 AT 16" O.C. U.N.O.
H.) POST PER PLAN
2X6 WALL OPENING SCHEDULE 12' PLATE 110 MPH EXP C
OPENING SIZE (A)
HEADER SIZE
TRIMMERS
KING STUDS
UP TO 6'-0"
SEE PLAN
(1) 2X6
(1) 2X6
6'-0" TO 8'-0"
SEE PLAN
(2) 2X6
(1) 2X6
UP TO 16'-0"
SEE PLAN
(2) 2X6
(2) 2X6
6
TYPICAL STUD
WALL ELEVATION
5
SDI
NO SCALE
PROVIDE GAP BETWEEN
SD 1
SPACING
3X STUD WHERE REQ'D
1 CORNER WHERE OCCURS
AS REQ'D.
WALL SCHED.
PER SHEAR WALL SCHED.
SD3
INSTALL PER MFR'S
BY MFR., 1/8" MIN.
TOP PLATE PER 6/SD1
(5) 16d NAILS AT
LAPPED CORNERS, TYP
A35 AT 2'-8" O.0
RBC AT 1'-8" O.C.3'-9*
AT EACH HOLD DOWN
3" CLR.
-1 T=_=7T1L1 =1 I 1- 12" L
FOUNDATION I
PER PLAN I I_� I I I i FOUNDATION PER PLAN MAX.
CORNER WHERE OCCURS
TYPICAL HOLDOWN DETAIL (77 TYPICAL SHEAR WALL ELEVATION
NO SCALE
�D j ) NO SCALE
0
Sam
AT EXISTING FOUNDATIONS OR MISSED A.B.'S PROVIDE 1/2"
DIAM. 11TEN HD AT REQUIRED A.B. SPACING WITH 4" EMBED IN
FOUNDATION, 1 3/4" MIN. EDGE DIST., 8" MIN. END DIST., 8"
MIN. SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO
DRILLING. INSTALL PER MFR'S RECOMMENDATIONS
12" MAX
5" MI 4'-0" MAX AT (3) STORY AND ABOVE,
6'-0" MAX AT 1 AND 2 STORY
(SEE SHEAR WALL SCHED)
-P.T. SILL
MIN % PLATE WASHER
L 7 �..t 3" X 3" X .229% TYP I L
L�
MASA/MASAP ANCHOR OPTION PER NOTE 4
HOOK, TYP
FNDN PER PLAN
1/2" DIA A.B., TYP
NOTES:
1. SILL PLATE SHALL BE 2X PTDF UNLESS OTHERWISE NOTED BY SHEAR WALL SCHEDULE.
2. PROVIDE (2) . BOLTS MIN PER SILL PLATE.
3. DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 1 3/4" MAY BE
USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT.
4. SIMPSON MASA OR MASAP CAST -IN-PLACE MUDSILL ANCHORS ARE PERMITTED TO BE USED
IN LIEU OF ANCHOR BOLTS AT SPACING EQUIVALENT TO ANCHOR BOLT SPACING, UNLESS
NOTED OTHERWISE. SEE SHEAR WALL SCHEDULE FOR ADDITIONAL INFORMATION. MINIMUM
STEM WALL WIDTH FOR MASA OR MASAP ANCHORS IS 6". USE ANCHOR BOLTS AT STEM
WALL WIDTHS LESS THAN 6".
TYP. ANCHOR BOLT SPACING DETAIL 2
NO SCALE
SDI
STRUCTURAL TYPE N FOR A
SHEAR WALL LEGEND L=X' -Y" LENGTH OF XS Y" PERHEARS SCHEDULE BELOW. MINIMUM
N
SHEAR WALL SCHEDULE
SHEAR
WALL
TYPE
1
EDGE
NAILING
(3)
SHEA-
THING
(2)
ALLOW.
LOAD
#/FT
SOLE PLATE
FASTENING (3)(5)
PROVIDE GAP BETWEEN
I°I I`I F.N. PER SHEAR
SPACING
ADD'L
NOTES
r
HOLDOWN PER PLAN,PANELS
AS REQ'D.
WALL SCHED.
A ASA <
1/2" DIA A.B.
A6"
INSTALL PER MFR'S
BY MFR., 1/8" MIN.
II I I II II
12d AT 7" O.C.
A35 AT 2'-8" O.0
RBC AT 1'-8" O.C.3'-9*
RECOMMENDATIONS.
- -
4-4" O.C.
4*
4"
3/8"
350*
E.N. PER SHEAR
A35 AT V-8" O.C.!2�„9
RBC AT V-2" O.C.
2'-9" O.C.
10 C ;`
3'-4" O.C.
I
I I II WALL SCHED.
4"
3/8"
PT DF SILL AND _
BLOCK AS REQ'D. AT I
ALL EDGES, TYP.
�ILPER
II II I II II
I COMPRESSION
3" ,d C
O.C.
2' "j0 C
3'-0" O.C.
AB PER 2/SD1 -
I
I I POST AS REQ'D
3/8"
490*
-
-
#4 X 5'-0" ADDED BAR AT
A35 AT 1'-5" O.C./`1'
RBC AT 10" O.C.
SHEAR PLY HD SCHED.
PER SHEAR
%2;; 0" 0 G
2'-4-m 0 C
(4)
STRAP. PROVIDE 90' BENT
16" MAX STUD I
WALL SCHED. II II
640*
12d AT 3" O.C.
BAR WITH 2'-6" LEGS AT
- -- SPACING
A.B. SIZE AND
(4)
CORNER CONDITION
I°) II
II II I SPACING PER
20d AT 4" O.C.
RBC AT 6" O.C.
USE 3X SILL
I I
I I I I SCHED.
O.C.
J
ANCHOR PER PLAN -�
-CONTINUOUS I I I
FOUNDATION SILL PLATE SIZE 1► I
I I I I I H.D.
I I LI I I PER
20d AT 3" O.C.
A35 AT 8" O.C.
O.C.
USE 3X SILL
WHERE OCCURS PER SCHED. I I I°) I
J I I I 1 I I SCHED.
2 SIDES
ADD (2) #4 HAIRPINS
II I
�L
II II SD2 I I•I
I- - - L J.1- - - J
A35 AT 6" O.C.
USE 3X SILL
AT EACH HOLD DOWN
3" CLR.
-1 T=_=7T1L1 =1 I 1- 12" L
FOUNDATION I
PER PLAN I I_� I I I i FOUNDATION PER PLAN MAX.
CORNER WHERE OCCURS
TYPICAL HOLDOWN DETAIL (77 TYPICAL SHEAR WALL ELEVATION
NO SCALE
�D j ) NO SCALE
0
Sam
AT EXISTING FOUNDATIONS OR MISSED A.B.'S PROVIDE 1/2"
DIAM. 11TEN HD AT REQUIRED A.B. SPACING WITH 4" EMBED IN
FOUNDATION, 1 3/4" MIN. EDGE DIST., 8" MIN. END DIST., 8"
MIN. SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO
DRILLING. INSTALL PER MFR'S RECOMMENDATIONS
12" MAX
5" MI 4'-0" MAX AT (3) STORY AND ABOVE,
6'-0" MAX AT 1 AND 2 STORY
(SEE SHEAR WALL SCHED)
-P.T. SILL
MIN % PLATE WASHER
L 7 �..t 3" X 3" X .229% TYP I L
L�
MASA/MASAP ANCHOR OPTION PER NOTE 4
HOOK, TYP
FNDN PER PLAN
1/2" DIA A.B., TYP
NOTES:
1. SILL PLATE SHALL BE 2X PTDF UNLESS OTHERWISE NOTED BY SHEAR WALL SCHEDULE.
2. PROVIDE (2) . BOLTS MIN PER SILL PLATE.
3. DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 1 3/4" MAY BE
USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT.
4. SIMPSON MASA OR MASAP CAST -IN-PLACE MUDSILL ANCHORS ARE PERMITTED TO BE USED
IN LIEU OF ANCHOR BOLTS AT SPACING EQUIVALENT TO ANCHOR BOLT SPACING, UNLESS
NOTED OTHERWISE. SEE SHEAR WALL SCHEDULE FOR ADDITIONAL INFORMATION. MINIMUM
STEM WALL WIDTH FOR MASA OR MASAP ANCHORS IS 6". USE ANCHOR BOLTS AT STEM
WALL WIDTHS LESS THAN 6".
TYP. ANCHOR BOLT SPACING DETAIL 2
NO SCALE
SDI
STRUCTURAL TYPE N FOR A
SHEAR WALL LEGEND L=X' -Y" LENGTH OF XS Y" PERHEARS SCHEDULE BELOW. MINIMUM
N
SHEAR WALL SCHEDULE
SHEAR
WALL
TYPE
1
EDGE
NAILING
(3)
SHEA-
THING
(2)
ALLOW.
LOAD
#/FT
SOLE PLATE
FASTENING (3)(5)
"SIMPSON"
CLIP SPACING
MUDSILL ANCHOR
SPACING
ADD'L
NOTES
r
2X PT SILL
3X PT SILL
ASA MASAP
1/2" DIA. A B.
A ASA <
1/2" DIA A.B.
A6"
3/8"
260*
12d AT 7" O.C.
A35 AT 2'-8" O.0
RBC AT 1'-8" O.C.3'-9*
1.
O.C.
- -
4-4" O.C.
4*
4"
3/8"
350*
12d AT 5" O.C.
A35 AT V-8" O.C.!2�„9
RBC AT V-2" O.C.
2'-9" O.C.
10 C ;`
3'-4" O.C.
D;
4
4"
3/8"
380*
12d AT 5" O.C.
A35 AT 1'-8" O.C.:;1'
RBC AT V-0" O.C.1'-3"
3" ,d C
O.C.
2' "j0 C
3'-0" O.C.
(4)
3
3"
3/8"
490*
12d AT 4" O.C.
A35 AT 1'-5" O.C./`1'
RBC AT 10" O.C.
0" ;0 C !
1'-0" O.C.
%2;; 0" 0 G
2'-4-m 0 C
(4)
2
2"
3/8"
640*
12d AT 3" O.C.
A35 AT V -O" O.C.
RBC AT 8" O.C.
USE 3X SILL
' 1'�- " U C
1,-g* O.C.
(4)
2 SIDES
3/8"
760*
20d AT 4" O.C.
RBC AT 6" O.C.
USE 3X SILL
/%
`� 7'
(4)
O.C.
3"
3/8"
980*
20d AT 3" O.C.
A35 AT 8" O.C.
O.C.
USE 3X SILL
� ; 97 0 C 1
1 -2 O.C.
(4)
2 SIDES
3/8"
1280*
20d AT 2" O.C.
A35 AT 6" O.C.
USE 3X SILL
`� 9 C ' '°`
10 O.C.
(4)
Fiti11i` # ,�Q
�'*� �- r,e
DG g r. y_.. 3
By
F? Vi51ON5
NOTES: * ALLOWABLE LOAD MAY BE MULTIPLIED BY 1.4 PER CBC 2306.3 WHERE WIND GOVERNS
1. FRAMING: USE 2" NOMINAL OR WIDER DOUGLAS FIR LARCH, PT DF FNDN SILL, STUDS AT 16" O.C. MAX, t7A1i
BLOCK ALL PANEL EDGES.
2. SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING U.N.O, APPLY SHEATHING AND NAILING 4/1/14
TO BOTH SIDES OF WALL WHERE SPECIFIED "2 SIDES". 5c&�
3. NAILS: USE 8d COMMON OR 8d GUN NAILS (DIA. = 0.131") EDGE NAIL AT ALL PANEL EDGES, TOP NTS
PLATE, SOLE PLATE, MUD SILL, POSTS, AND HOLD-DOWN COMP. STUDS, FIELD NAIL AT 12" O.C. P7 AWN
12d SINKER SHANK DIA. =0.135", 20d COMMON SHANK DIA. =0.177", DO NOT OVERDRIVE NAILS. ACJ
STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX 75% NAIL DIA) TO AVOID SPLITTING WALL ;
ELEMENTS. jx
4. USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND STAGGER NAILING. 14-116
5. USE 3X RIM/BLK'G BELOW SHEAR WALLS WITH SOLE NAILS SPACED CLOSER THAN 3" ON CENTER, U.N.O.
USE 4X RIM/BLK'G BELOW SHEAR WALLS WITH SOLE NAILS SPACED CLOSER THAN 2" ON CENTER U.N.O.
TYPICAL SHEAR WALL SCHEDULE 1
SD1NO SCALE SD1
CONCRETE FILLED PAN METAL DECK
AND JOIST BELOW PER PLAN
HSS COLUMN PER PLAN
NOTE: RAILING AND ATTACHMENT BY OTHERS
CHANNEL PER PLAN
#4 HOOP
NOTE: SEE 4/SD2 FOR
12" SQ. CAST PIER COLUMN BASE INFO
WITH (4) 04 BARS
_
00
_ _ z
-11 I I I I I N
16 rr-M rLMN L,3" CLR.
REINF PER PLAN WATERPROOFING AND
DRAINAGE BY OTHERS
o, LOESS/0/v
���, C. ✓�� F�
PROVIDE 6" MIN. WIDTH STEM BEYOND c�
PER PLAN WITH #4 TOP HOOKED AT o J'
EACH END, AND #4 VERTS 12" O.C., I _
�N 69 80
(3) MIN PER WALL SEGMENT WALL FRAMING PER PLAN E /4
1 2 LIP AT SHEAR AT INSIDE FACE * �qT C V
/ » WHERE OCCURS PER PLAN
FOUNDATION AND REINFORCEMENT
I 1; jGARAGE DOOR I FOF CALIF
BEYOND PER DETAIL 3/SD2 �! OPENING SHEAR PER PLAN►
I PT DF SILL AND AB PER 2/SDI
C
NOTE: SEE 1 /SD2 SLAB ON GRADE 1 /2" EXP. PAVEMENT AND "
THESE PLANS HAVE BEEN
B E
I SOP OTHERS DE BY 6 MIN. REVIEWED FOR COMPLIANCE
FOR MORE INFO CONCRETE FILLED PAN PER PLAN JT. BEYOND •� ONLY WITH THE ATTACHED
METAL DECK PER PLAN
- 1 /2" EXP. JT.
STRUCTURAL CALCULATIONS
ONC. SLAB -ON -GRADE.
i -4= WHERE OCCURS SEE PLAN
;' / 0. o �oo0 0O NATURAL ; LOPE GRADE ap •
S s
AWAY FROM FND.° o GRADE LINEpOoop0Oooo
SECURE 800S150-97
LEDGER TRACK TO WALL
_ -I I_
II o.
oWITH (2) 1/2" DIA. X 6" p 000 Ooo o (2) LAYERS OFEMBED ANCHOR BOLTS AT BUILDING PAPER 18" O.C., TYP. .O�0 �•�0o
p bo O O 0
_._._ _ _ �__ __ I I IIIo O o 0 0009
_ _. JOIST PER PLAN I I = — 0 —
-- - (2) #4 TOP AND BOTT., -I N Z
I , #4 AT 24" O.C. VERT,
CONT. THIS LINE I P
- ---
I- #4 AT 18" O.C. HOR,
---1co
•
- - WHERE STEM WALL
I
3" CLR. — � ---- HEIGHT > 1'-6" paYECH
-°.....z� 3" CLR. #4 CONT. TOP AND BOT. ���o�'Itl1So�VC�
� 12"
12" MIN. 383 Rio Lindo Ave, Ste 200
WATERPROOFING AND NOTE: NOTE: Chico, California 95926
DRAINAGE BY OTHERS SEE HOLD DOWN SCHEDULE FOR ADDITIONAL STEM WALL WIDTH REQUIREMENTS AT SHEAR C SEE HOLD DOWN SCHEDULE FOR ADDITIONAL STEM WALL P. (530) 899-8716
WALL LOCATIONS WIDTH REQUIREMENTS AT SHEAR WALL LOCATIONS
F. (866) 881-9108
PORCH SUPPORT TO FOUNDATION DTL g TYP. OVERHEAD DOOR FNDN DETAIL 6 TYP. EXT. GARAGE WALL FOUNDATION 3 vertechengineering.com
NO SCALE SD2 NO SCALE SD2 NO SCALE SD2
NOTE: SEE DETAIL 1/SD2 FOR MORE INFO
L3X6X6 X 3/8 WITH (2) 5/8 DIA. X
6" EMBED ANCHOR BOLTS, TYP.
3 SIDES WALL FRAMING PER PLAN
ALTERNATE CONNECTION 1 /47---<
PT DF SILL AND
AB PER 2/SDI
NOTE: PAN DECK AND CONCRETE PLYWOOD AND
�J 1
FILL OMITTED FOR CLARITY ! /SHEAR PER PLAN
NAILING PER PLAN
NOTE: SEE 1 /SD2
FOR MORE INFO FLOOR JOIST PER PLAN EITHER N.
DIRECTION. SOLID BLOCK AT 2'-0"
O.C. AT PARALLEL CONDITION--
TYP
PLATE 3/8 X 9 X 9 WITH (4)
1/2- DIA. X 6" NSA, TYPICAL -
I CHANNEL PER PLAN
T r T
WATERPROOFING AND
-- - M - - DRAINAGE BY OTHERS
POST TO FOUNDATION DETAIL 11 DECK SUPPORT TO FOUNDATION DTL g
NO SCALE
WHERE FOUNDATIONS CANNOT BE
EXCAVATED To FULL REQUIRED DEPTH
CONTACT EOR FOR FURTHER INSTRUCTIONS.
SD2 NO SCALE ��D
FILLET WELD TO _ -
MATCH WALL THICKNESS
(5/16" MAXIMUM)
B _ B
PINNING REQUIREMENTS IL
1. PROVIDE #5 DOWELS AT + + + +
4'-0" MAXIMUM SPACING,
WITH (4) MINIMUM PER ¢0
¢
FOOTING. + - N + iv
2. DRILL 3/4" DIAM. HOLE +f -
1" DEEPER THAN REQUIRED » »
EMBEDMENT, AND BLOW ANY
LOOSE MATERIAL FROM HOLE
PRIOR TO FILLING WITH
EPDXY.
3. OBTAIN SPECIAL
INSPECTION AS REQUIRED
PRIOR TO DOWEL
PLACEMENT.
4. EMBED DOWELS 8" IN
SOLID ROCK AND SIMPSON
SET EPDXY BY TWISTING THE
DOWEL TO COMPLETELY
ENCASE THE DOWEL IN
EPDXY.
FOUNDATION PINNING DETAIL
NO SCALE
10
SD2
-* -* TYP. TTYP..p
NOTES:
O1 PROVIDE 1 1/2 TO 2 INCHES OF 5000 PSI NON -SHRINK GROUT
WHERE REQUIRED.
O OVER -SIZED BOLT HOLES W/ WASHERS PER AISC MAY
BE USED AT CONTRACTOR'S OPTION
O3 PROVIDE DOUBLE NUTS FOR HEIGHT ADJUSTMENT.
TYPICAL PIPE & TUBE COLUMN
BASE PLATE SCHEDULE 7
S306 SD2
z}
I �
I N w'
I z
az_ I I— 114 AT 24" O.C. VERT,
ir N
FLOOR PLY AND t -• --- 4 AT 18" O.C. HOR,
SCREWS PER PLAN i a r - - ---- WHERE STEMWALL
HEIGHT > 1'-6"
3" CLR. REINF. PER PLAN t
j 12" MIN. (2) #4 T&B MIN
MILS NTH
FLOOR GIRDER PER PLAN
(3) #10 TO JOIST AND TYP INT SHEAR WALL FOUNDATION
2 Q -I
(3) #10 TO GIRDER TYP. HSS4X4X1 /8, TYP.
NO SCALE SD2
_.
(4) #12 SCREWS EACH FLOOR
GIRDER TO POST, TYPICAL.
(16) SCREWS TOTAL EACH POST
ALTERNATE FLOOR GIRDER
(BTB TRACK IN LIEU OF C STUDS) SHEAR AT INSIDE FACE WALL FRAMING PER PLAN
WHERE OCCURS PER PLAN y f�
FLOOR PLY AND PT DF SILL AND RL'nf'" IT# 1
SCREWS PER PLAN FLOOR JOIST PER PLAN IN AB PER 2/SDI eu` C°`N L cir',a , 4. ---
S/JCT HANGER OR EQUAL
" TYP. EA. HANGER `--
STRAP 68 MILS X 3 WITH f 1/8 1-6 ( ODE # Q'�7 --- -
p '�
12 SCREWS AT 6 O.C. �, t # t�.
1 4 SHEAR PER PLAN C
-- __ - - - -- - - PLYWOOD AND - ) r Com_
NAILING PER PLAN L2x2x1 /4 CONT. WITH 1/2"
FLOOR JOIST PER PLAN EITHER ,N, DIA. X 4" NSA AT 12" O.C.
DIRECTION. SOLID BLOCK AT 2'-0"
(4) #12 SCREWS EACH FLOOR FLOOR GIRDER PER PLAN O.C. AT PARALLEL CONDITION
GIRDER TO POST, TYPICAL. S/JCT CLIP, TYP.
8" MIN.
(16) SCREWS TOTAL EACH POST HSS4X4X1 /8, TYP. -- -- + 8" MIN. 1��VNON5
z} '
WETSET PLATE 3/8" X 12" MIN. SLOPE FINISHED
SIZE AS REQ'D WITH (4) N (VERIFY MIN. WITH OWNER FOR ACCESS) _- -- - - _GRADE AWAY
1/2" DIA. X 6" NSA — — FROM FOUNDATION
—I I #4 AT 24„ O.C. VERT,) —I I Z
#4 AT 18 O.C. HOR, -� -
WHERE STEMWALLf7At�
• I i, N HEIGHT > 1'-6" 8" 4/1/14
3" CLR. 3" CLR.:r �NTS
PER PLAN 12" MIN. #4 CONT. TOP AND BOT. t7t?A ACJ
REINF PER PLAN
JOl3
NOTE: 14-116
SEE HOLD DOWN SCHEDULE FOR ADDITIONAL STEM WALL
WIDTH REQUIREMENTS AT SHEAR WALL LOCATIONS���
TYPICAL INTERIOR FOUNDATION 4 TYPICAL FOUNDATION DETAIL i
NO SCALE SD2 NO SCALE SD2
COLUMN SIZE
SE PLATE
BTHICKNESS
A
(INCHES)
B
(INCHES)
A307
ANCHOR BOLTS O2
TS
3x3
3"
DIA.
3/4"
9
9
(4)
3/4"
DIA.
x 6"
EMBEDMENT
TS
4x4
4"
DIA.
3/4"
10
10
(4)
3/4"
DIA.
x 6"
EMBEDMENT
TS
5x5
5"
DIA.
3/4"
12
12
(4)
3/4"
DIA.
x 6"
EMBEDMENT
TS
6x6
6"
DIA.
1"
14
14
(4)
3/4"
DIA.
x 6"
EMBEDMENT
TS
8x8
8"
DIA.
1 1/4"
16
16
(4)
1" DIA. x
12"
EMBEDMENT
TS
10x10
10"
DIA.
1 1/299
18
18
(4)
1" DIA. x
12"
EMBEDMENT
NOTES:
O1 PROVIDE 1 1/2 TO 2 INCHES OF 5000 PSI NON -SHRINK GROUT
WHERE REQUIRED.
O OVER -SIZED BOLT HOLES W/ WASHERS PER AISC MAY
BE USED AT CONTRACTOR'S OPTION
O3 PROVIDE DOUBLE NUTS FOR HEIGHT ADJUSTMENT.
TYPICAL PIPE & TUBE COLUMN
BASE PLATE SCHEDULE 7
S306 SD2
z}
I �
I N w'
I z
az_ I I— 114 AT 24" O.C. VERT,
ir N
FLOOR PLY AND t -• --- 4 AT 18" O.C. HOR,
SCREWS PER PLAN i a r - - ---- WHERE STEMWALL
HEIGHT > 1'-6"
3" CLR. REINF. PER PLAN t
j 12" MIN. (2) #4 T&B MIN
MILS NTH
FLOOR GIRDER PER PLAN
(3) #10 TO JOIST AND TYP INT SHEAR WALL FOUNDATION
2 Q -I
(3) #10 TO GIRDER TYP. HSS4X4X1 /8, TYP.
NO SCALE SD2
_.
(4) #12 SCREWS EACH FLOOR
GIRDER TO POST, TYPICAL.
(16) SCREWS TOTAL EACH POST
ALTERNATE FLOOR GIRDER
(BTB TRACK IN LIEU OF C STUDS) SHEAR AT INSIDE FACE WALL FRAMING PER PLAN
WHERE OCCURS PER PLAN y f�
FLOOR PLY AND PT DF SILL AND RL'nf'" IT# 1
SCREWS PER PLAN FLOOR JOIST PER PLAN IN AB PER 2/SDI eu` C°`N L cir',a , 4. ---
S/JCT HANGER OR EQUAL
" TYP. EA. HANGER `--
STRAP 68 MILS X 3 WITH f 1/8 1-6 ( ODE # Q'�7 --- -
p '�
12 SCREWS AT 6 O.C. �, t # t�.
1 4 SHEAR PER PLAN C
-- __ - - - -- - - PLYWOOD AND - ) r Com_
NAILING PER PLAN L2x2x1 /4 CONT. WITH 1/2"
FLOOR JOIST PER PLAN EITHER ,N, DIA. X 4" NSA AT 12" O.C.
DIRECTION. SOLID BLOCK AT 2'-0"
(4) #12 SCREWS EACH FLOOR FLOOR GIRDER PER PLAN O.C. AT PARALLEL CONDITION
GIRDER TO POST, TYPICAL. S/JCT CLIP, TYP.
8" MIN.
(16) SCREWS TOTAL EACH POST HSS4X4X1 /8, TYP. -- -- + 8" MIN. 1��VNON5
z} '
WETSET PLATE 3/8" X 12" MIN. SLOPE FINISHED
SIZE AS REQ'D WITH (4) N (VERIFY MIN. WITH OWNER FOR ACCESS) _- -- - - _GRADE AWAY
1/2" DIA. X 6" NSA — — FROM FOUNDATION
—I I #4 AT 24„ O.C. VERT,) —I I Z
#4 AT 18 O.C. HOR, -� -
WHERE STEMWALLf7At�
• I i, N HEIGHT > 1'-6" 8" 4/1/14
3" CLR. 3" CLR.:r �NTS
PER PLAN 12" MIN. #4 CONT. TOP AND BOT. t7t?A ACJ
REINF PER PLAN
JOl3
NOTE: 14-116
SEE HOLD DOWN SCHEDULE FOR ADDITIONAL STEM WALL
WIDTH REQUIREMENTS AT SHEAR WALL LOCATIONS���
TYPICAL INTERIOR FOUNDATION 4 TYPICAL FOUNDATION DETAIL i
NO SCALE SD2 NO SCALE SD2
EX
SOLID BLOCKING -----,i
H2.5T EACH TRU:
BEAM PER
TRUSS BY OTHER
-SOLID BLOCK WITH
16d AT 8" O.C.
E.W
�1/2- APA RATED (32/16)
SHEATHING WITH 8d AT 6" 0.
EDGES AND 12" O.C. FIELD,
BLOCK ALL PANEL EDGES
SHEAR PER PLAN
WALL FRAMING PER PLA
(
DRAG
STRAP
CONT.
BLOCK
PER PLAN ►
TOP PLATE PER
END LENGTH
MID
MARK
REQ'D
2X6 BRACE AT
4'-0"
SHEAR PLY PER SHEAR
6/SD1
W/ (4) 16d NAILS
A
CLIP & SPACING
2X4
SECOND;
STRAP AND
WALL SCHED. TYPE "6"
E.N.
SHEAR PLY
NAILING
E.N.
SECOND STRAP
1'-7"
STRAP WITH
NAILING PER
AT HEADER, TYP.
C
/AND
PER PLAN
ll
WITH NAILING
STRAP AND
NAILING PER
SCHEDULE
PLYWOOD & NAILING
► I
(3) 16d
T.N. EA BLOCK
1
PER SCHEDULE
NAILING PER
SCHEDULE
D
+
+- ± -+ + -+
+ +- ± -+
- E.N.
WHERE
SCHEDULE
WHERE
BLK'G PER
HDR/BEAM - -
-T T - T -1—
- n- - - T-
TYP
OCCURS -----,-,OCCURS
WALL
DETAIL
SCHEDULE, TYP
PER PLAN
I I I
I 1
BLK'G PER
48" O.C. TO
+
1+I I 1 1
1+I
(3) 16d 1 ROOF PLY
SCHEDULE, TYP
END OF BLOCK
— —I1— — —I - +
1 1
4
WALL FRAMING
WITH (2) 1/4" DIA.
WHERE OCCURS
(
I I I
4X6 BLK'G TYP.
+ 1 + I
I+I
PER PLAN
5/8" MIN.
JOIST OR
5/8" MIN.
( 2X4 WITH
E.N.
END DISTANCE
TRUSS PER
END DISTANCE
CS16 STRAP
— — — — �+
%
PLAN, TYP----.,+
+— + — +
—_
E.N. TYP
�—
LAP LENGTH
PER SCHEDULE
END/LAP
_
I+
II
JOIST OR LENGTH PER I+ 4 o
SOLID BLOCK WITH TRUSS PER SCHEDULE 2'-0" MIN. I I I I I _!� of
16d AT 8" O.C. PLAN, TYPE
TOP PLATE
PER 6/SD1 STRAP AND
NAILING PER
SCHEDULE—
cJ1 5/8" MIN. 16d AT
END DISTANCE 12" O.C.
-SECOND STRAP STRAP AND
WITH NAILING PER NAILING PER
SCHEDULE WHERE SCHEDULE—
OCCURS
SECOND STRAP
WITH NAILING PER
SCHEDULE WHERE
OCCURS
J__ .jy__
STRAP PERPENDICULAR STRAP PARALLEL TO
TO JOIST OR TRUSS JOIST OR TRUSS
SOFFIT SHEAR DETAIL 12 TYPICAL DRAG STRAP SPLICE g
NO SCALE SD3 NO SCALE SD3
ECCOLR (OR ECCOLL,
DEPENDING ON ORIENTATION)
NOTE: TRUSS FRAMING
NOT SHOWN FOR CLARITY
STRAP AND
NAILING PER
SCHEDULE SECOND STRAP WITH
PER SCHEDULE
PLY AND NAILING PER PLAN
E��NAILING
WHERE OCCURS
16d AT 12" O.C.
CONT. BLOCK PER SCHEDULE
JOIST OR TRUSS PER PLAN
STRAP PARALLEL TO JOIST OR TRUSS
STRAP AND
N NAILING PER
SCHEDULE
PLY AND NAILING PER PLAN
TYPICAL HSS COLUMN DETAIL 11
NO SCALE ��D
ROOF PLY. &
\1 All 1\1/% nro AI A •1
ROOF FRAMING F
PROVIDE 2X VER
AT 2'-0" O.C. M
PLYWOOD & NAILING
DRAG
STRAP
CONT.
BLOCK
PER PLAN ►
LAP LENGTH
END LENGTH
MID
MARK
REQ'D
2X6 BRACE AT
4'-0"
NAIL QUANTITY
NAIL QUANTITY
W/ (4) 16d NAILS
A
CLIP & SPACING
2X4
EACH END
(26) 8d
PER SHEAR WALL SCHEDULE
8d, 4 1/8" O.C.
B
CS14
E.N.
1'-7"
(36) 8d
(18) 8d
8d, 4 1/8- O.C.
C
2X BLOCKING
AT 4'-0" O.C.,
1'-2"
(52) 8d
T&B, (3) 12d
T.N. EA. END
PLYWOOD & NAILING
► I
(3) 16d
T.N. EA BLOCK
PER PLAN
AT, EACH STRAP
D
I
SHEAR BOTH
SIDES
(72) 8d
(36) 8d
WHERE OCCURS
PER PLAN
INTERIOR SHEAR
WALL
DETAIL
ri 0
NO SCALE
/SECOND STRAP WITH
NAILING PER SCHEDULE
WHERE OCCURS
JOIST OR TRUSS PER PLAN
"BLOCK PER SCHEDULE
STRAP PERPENDICULAR TO JOIST OR TRUSS
TYPICAL DRAG STRAP DETAILS
NO SCALE
TYPICAL DRAG STRAP SCHEDULE
DRAG
STRAP
CONT.
BLOCK
END/LAP
LAP LENGTH
END LENGTH
MID
MARK
REQ'D
SIZE
LENGTH
NAIL QUANTITY
NAIL QUANTITY
NAILING
A
CS16
2X4
1'-2"
(26) 8d
(13) 8d
8d, 4 1/8" O.C.
B
CS14
2X4
1'-7"
(36) 8d
(18) 8d
8d, 4 1/8- O.C.
C
(2) CS16
2X8
1'-2"
(52) 8d
(26) 8d
AT 24" O.C.
AT, EACH STRAP
D
(2) CS14
2X8
1'-7"
(72) 8d
(36) 8d
AT, EACH STRAP
NOTES:
1. PROVIDE LAP NAILING OVER THE SPECIFIED LAP LENGTH AT EACH END OF
EACH PIECE OF CONTINUOUS STRAP.
CONTINUOUS STRAP AS REQ'D PER PLAN
END MID k LAP k MID END
LENGTJ LENGTH LENGTH LENGTH %TYP. LENGTH
-AMID-'-- MID
-END NAILING LAP NAILING
NAILING NAILING
TYPICAL DRAG STRAP SCHEDULE
SD3 NO SCALE
END
NAILING
("F
SD3
II+I II _jo
I a�
TRIMMER/S 3
PER PLAN I I+ ( OLDOWN w 0
POST PER w
+ m
PLAN N J
L_ x
0
a.
II �
HOLDOWN POST =
PER PLAN W
LL -
SHEAR
SHEAR WALL WIDTH <
TYP. SHEAR WALL PORTAL DETAIL 6
NO SCALE SD3
i
o' RWESS/0/q
C.
ROOF PLY AND
E.N., NAILING PER PLAN E.N. a 6 80
• * � 14
• s�91 C/V�\-
FOF CALF
i
THESE PLANS HAVE BEEN
I 1 REVIEWED FOR COMPLIANCE
ONLY WITH THE ATTACHED
1 STRUCTURAL CALCULATIONS
DRAG TRUSS
PER PLAN
2X6 BRACE AT 4'-0"
CLIP AND SPACING W/O 4 16d NAILS I
PER PLAN/SHEAR EACH END CH
WALL SCHEDULE
a
E.N. 15l11S15�W
2X BLOCKING AT 4!-0" O.C., �
T&B, (3) 12d T.N. EA. END�IC��Ic�ao��
TOP PLATE PER 6/SD1
I (3) 16d T.N. EA BLOCK
SHEAR PLY AND SHEAR BOTH SIDES
383 Rio Lindo Ave, Ste 200
►
NAILING PER PLAN I WHERE OCCURS Chico, California 95926
PER PLAN P. (530) 899-8716
WALL FRAMING PER PLAN F. (866) 881-9108
vertechengineering. com
INTERIOR DRAG TRUSS DETAIL 3
NO SCALE SD3
I
PROVIDE GAP BETWEEN
PANELS AS REQ'D. BY
MFR., 1/8" MIN.
ROOF PLY AND -
NAILING PER PLAN
NO SCALE
WATERPROOFING AND
i %
2X4 OVERFRAMING e!
DRAINAGE BY OTHERS
AT 24" O.C.
•
TS18 STRAP AT
WATERPROOFING AND
48" O.C. TO
CONT. 2X LEDGER
(3) 16d 1 ROOF PLY
DRAINAGE BY OTHERS
WALL FRAMING
WITH (2) 1/4" DIA.
TOENAILS, AND NAILING
TYP
SDS SCREWS AT 16"
PER PLAN
( 2X4 WITH
E.N.
SLOPE TO DRAIN
PER ARCH
O.C. WITH 3" EMBED
E
%
16d NAILS
�—
e�-_
E.N. PLY ATS � �
'�� AT 12"
,
„SLEEPER, , r
TS18 STRAP AT 48 ; e, -..
` r ..
O.C., TYP
1
2X SOLID
E.N.
O.C. TO WALL
TYP
BLOCKS
FRAMING
2X BLOCK AT
48" O.C. TYP.
TF MTL HGR
2X SOLID BLOCKS
T T
T T
T T
CONT. 2X6 SLOPED AT
BALLOON STUDS
AT 16 O.C. U.N.O.
BALLOON STUDS
2X SLEEPER WITH
3 16d NAILS AT
O
EA
RAFTER OR
RAFTER PLANE W/(3)
16d PER WALL STUD
AT 16" O.C. U.N.O.'
I
RAFTER OR TRUSS
2X4 VERT. AT 24"
TRUSS PER.
O.C. WITH (4) 16d
PLAN, TYP
TOP AND (2) 16d -�U-
TOENAILS BOTT. TYP
NOTE:
i
I
1.) STRAP ACROSS LEDGER DISCONTINUITIES WITH ST6224
STRAP.
TYPICAL
LEDGER DETAIL
5
TYPICAL OVERFRAMING DETAIL 2
NO SCALE
SD3
NO SCALE
SD3
�—I
e
?
a
Pr:nIV111 i��
^�� r- rrL. �
BY E b0� : "I� o Y r)EVEyL.OPr.:ct{¢.IT�����pRp�iiygf. �'�
.::..
ROOF
PLY AND
a 00-1 � '. F i
£' r " � I A lam'' � IAN
NAILING
PER PLAN
TRUSS BY OTHERS
�--STRAP PER PLAN
+- �
ROOF PLY AND
I
I
2X BLOCK
I DRAG STRAP AND BLOCK
NAILING PER PLAN
+ +
E.N.
PER PLAN WHERE OCCURS
ROOF TRUSSES
I+
+I
I+
+1
(3) 16d EA
BY OTHERS
I
I
I
WEB/CHORD
+
3/8" PLY W/ 8d
NAILING TO MATCH
+
+
AT 4" O.C. E.N.
SOLE NAILING PER E.N
REVI5ION5
(+
+I
I+
+I
2X E.S. OF
SHEAR WALL SCHED.
I
TRUSS BY
I
OTHERS
I
EA. TRUSS
SOLID BLOCKING
+I
+I
i+
i+
A
H2.5T OR 6" SIMPSON
RBC CLIP PER SHEAR WALL
I
I
I
I
+
SDWC SCREW, EA. TRUSS
SCHEDULE, OTHERWISE
++
E.N.
4'-0" O.C., TYP.
.N.
FASCIA BY OTHERS
OPTIONAL 6" SDWC SCREW IN LIEU OF H2.5T
TOP PLATE PER 6/SD1
17Ai1
+TOP
PLATE
SHEAR PER PLAN ►
4/1/14
PER 6/SD1
SHEAR AT INSIDE FACE
5c&�
SHEAR PER SCHED.
SHEAR PER SCHED.
WHERE OCCURS PER PLAN
NTS
A
WALL FRAMING PER PLAN
r7�AWN
ACJ
JOl3
14-116
PANEL BLOCKING
D
DETAIL
�� TYPICAL EAVE ..DETAIL
�
5H��f
Cl T -N n
NO SCALE
n
0