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FLOOR PLAN!5TRUOTURAL NOTF-5:
1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL
SCALE: 1/4"- l' -O' SHEETS SO 1 -SV5 FOR ADDITIONAL INFORMATION.
FLO O_RPLAN -NOTES-
1.) NOTE: ALL NOTES ON THIS PLAN REFER TO THE NOTES 2.) TYPICAL MINIMUM BEARING Y4ALL FRAMINC7 U.N.O.:
ON SHEET cl 4 ELECTRICAL NOTES LOCATED ON SHEET
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PER SECTION RS 15.5 OR NFIPA 150. DES16N BY
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INTERIOR INALLS:
5.) SUBMIT FINAL coNSTRUCTION IAIASTE MANA(sr::MF-NT
REPORT TO THE BUILVIN6 DEPARTMENT PRIOR TO 2X6 OF STUP AT 1 b"O.C.
FINAL INSPECTION. C,65C, 4.408 z
4.) SUBMIT RESIDENTIAL MANDATORY MEASURES 5.) SEE DETAIL 1 /SN FOR TYPICAL STUD INALL < _j
C-HECKI-15T TO THE BUILOINS DEPARTMENT. C,68r _j <
5.) PLATE HEIC7HT TO BE WUNLESS NOTED OTHERKSE. ELEVATION AND TYPICAL r4ALL OPENING SCHEDULE. L w
6.) TYPICAL ViALL FRAMIN6, UNLESS NOTED OTHER1141SE: 4.) ANY DISCREPANCIES BETYIEEN F'RAMIN6 SHOINN AND
EXTERIOR Y4ALLS: 2 X6' OF STUDS e 16' C/C
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TABLE 2504A. 1, UNLE55 NOTED OTHERY41SE.
2 cl 10 5qFt 1 ST FLR
SqFt 2ND FLR
644 SqFt TOTAL
6APAI57F_:
805 SqFt
PERMIT# CIOVERED
SUM COUNTY omLOpmENT SERVICES PATIO:
REVIEWED FOR 1112 SqFt FRONT
CODE COMPLIANCE --b-1-4 5qFt REAP,
806 SqFt TOTAL
DATE:
11/28/2016
SCALE:
5HOY4N
SHEET
0 COPYRIGHT 201
RICK PENNEY
- GENERAL CONTRACTOR 1.4 MAX RAMIREZ GOLDEN SUN DESIGN - ENERGY CALC5 MIT STRUCTURAL P _j
(530) 515-5556 CELL - E516N - STRUCTURAL ENGINEER C,:\Users\Lynn\Doruments\rhief Xb Plams\Alomzo Alcantar 5CCC - 5LAB\Alcanter R-esideneeJayout
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EMAIL ADDRE55: AAlrantaresimcorm CHICO, CA 14 5 di'l a
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SECTION A - PROPERTY INFORMATION
FOR INSURANCE COMPANY USE
Al. Building Owner's Name
Policy Number:
Alonza Alcantar
A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and
Company NAIC Number:
Box No.
COMPLIANCE YVTH 2015 CBC FASTENIN& SCHEDULE,
I B27 Pasatiempo Drive
Cl. Building elevations are based on: [E Construction Drawinge L] Building Under Construction* [] Finished Construction
city State ZIP Code
Durham California 95938
A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
APN 040-670-001
A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential
A5. Latitude/Longitude: Lat. 39*40'47.3" Long. -1211-4620.5" Horizontal Datum: n NAD 1927 NAD 1983
A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.
A7. Building Diagram Number 1B
A& For a building with a craw!space or enclosure(s):
a) Square footage of crawlspace or enclosure(s) N/A sq It
b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1,0 foot above adjacent grade N/A
c) Total net area of flood openings in A8.b NiA sq in
d) Engineered flood openings? El Yes %,No
A9. For a building with an attached garage�
a) Square footage of attached garage KI/ sq It
A
b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade W/A
c) Total net area of flood openings in A9.b 0 1A sq in
d) Engineered flood openings? []Yes tK No
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORNIA11ON
81. NFIP Community Name & Community Number
B2. County Name B3. State
Butte County 060017
8 utte California
B4. Map/Panel
B5. Suffix
B6. FIRM Index
B7. FIRM Panel
B8. Flood Zone(s)
B9. Base Flood Elevation(s)
Number
h) Lowe st adjacent grade at lowest elevation of deck or stairs, including - N/A
Date
Effectivel
(Zone AO, use Base
This certification is to be signed and sealed by a land surveyor, or architect authorized by law to certify elevation information.
/ certify that the information on this Certificate represents my be=lto interpret the date available. I understand that any false
statpment may be.punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
Revised Date
Were latitude and longitude in Section A provided by a licensed land surveyor? Z Yes Ei- No
Flood Depth)
06007CO520
E
0110612011
01/0612011
AE
197.1
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9:
[3 FIS Profile nx FIRM [] Community Determined n Other/Source:
BI 1. Indicate elevation datum used for BFE in Item 69: n NGVD 1929 0. NAVD 1988 E] Other/Source:
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? F1 Yes Z No
Designation Date: CBRS F1 OPA
IMPORTANT: In these spaces, copy the corresponding information from Section A.
FOR INSURANCE COMPANY USE
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No,) or P.O. Route and Box No.
Policy Number:
1827 Pasatlempo Drive
City State ZIP Code
Company NAIC Number
Durham California 95938
COMPLIANCE YVTH 2015 CBC FASTENIN& SCHEDULE,
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
Cl. Building elevations are based on: [E Construction Drawinge L] Building Under Construction* [] Finished Construction
*A new Elevation Certificate will be required when construction. of the building is Complete.
C2. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, VI -V30, V (with SFE), AR, AR/A, ARIAE, ARIAI-A30, ARIAH, ARIAO.
Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters.
Benchmark Utilized: KS 1937 Vertical Datum: NAVD 88
Indicate elevation datum used for the elevations In Hems a) through h) below.
a COPYRI&HT 20 1
1-1 NGVD 1929 Exj- NAVD 1988 F1 OtherlSource:
Datum used fo, building elevations must be the same as that used for the BFE.
Check the measurement used.
a) Top of bottom floor (including basement, crawlspace, or enclosure floor) _ N/A
feet meters
b) Top of the next higher floor 198. 2
feet m eters
0 Bottom of the lowest horizontal structural member (V Zones only) - N/A
MR feet meters
d) Attached garage (top of slab) - 197 2
F1 feet meters
e) Lowest elevation of machinery or equipment servicing the building 197 2
2] feet EJ meters
(Describe type of equipment and location in Comments)
I) Lowest adjacent (finished) grade next to building (LAG) - 195.8
feet meters
g) Highest adjacent (finished) grade next to building (HAG) 196 2
feet meters
h) Lowe st adjacent grade at lowest elevation of deck or stairs, including - N/A
[K feet E] meters
structural support
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, or architect authorized by law to certify elevation information.
/ certify that the information on this Certificate represents my be=lto interpret the date available. I understand that any false
statpment may be.punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
Were latitude and longitude in Section A provided by a licensed land surveyor? Z Yes Ei- No
Check here if attachments.
Certffier's Name License Number
Uktl D
Herb Votaw LS 8043
Title
Principal Surveyor
Company Name
Rolls, Anderson & Rolls
re
Address
115 Yellowstone Drive
C
,ty State ZIP Code
Chico California 95973
S' lure Date Telephone
10/17/2016 (530) 895-1422
Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance
agenticompany, and (3) buildi ri owner.
Com , ents (including type of equipment and location, per C2(e), if applicable)
PRE
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TO AVOID MISTAKES, THE
MAKER CANNOT &UARANTEE
A&AINST HUMAN ERROR,
BUILVIN6 CONTRACTOR
HOME OMNER TO REVIEH AND
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SPECS, AND CONNECTIONS
BEFORE CONSTRUCTION
CONC1_P,M_ SLAB NOTE-. SOP -4" 1 6ii-O" 2* -0"
PROVIDE A 6 -MIL POLYETHYLENE VAPOR
RETARDER VqITH JOINTS LAPPED NOT LE55
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BUTTE COUNTY D LOPMENT SERVICES 605 5qFt
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SHEETS SV 1 -SDS FOP, ADDITIONAL INFORMATION. 2X& VF# 1 AT 8"O.C. CODE COMPLIANCE COVERED
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5.) SEE DETAIL 1 /SN FOR TYPICAL STUD F4ALL
A- 4"CONCRETE SLAB rilTH #4 AT 24"O.C. ELEVATION AND TYPICAL INALL OPENIN& SCHEDULE. DATE:
SECURELY LOCATED AT MID -DEPTH OF SLAB. 11/28/2016
5- ViATERPROOF MEMBRANE IN COMPLIANCE INITH 6.) PLUMBIN6, 5PRINKLER, AND MECHANICAL
ASTM E 1 & 4 5 (DELETE AT EXTERIOR SUBCONTRACTORS SHALL COORDINATE ALL YiALL 5 C A L E:
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C, - 4"FREE DRAININ6 MATERIAL-5EE SOILS REPORT
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E- CONTRACTOR TO PROVIDE CONTROL JOINTS AT 8.) ANY DISCREPANCIES BETNEEN FRAMIN6 SHOYiN AND
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NOTE: CURIN6 OF SLABS SHALL FOLLO)N GUIDELINES
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BUTTE COUNTY D LOPMENT SERVICES 605 5qFt
1.) SEE TYPICAL NOTE SHEET SIN AND TYPICAL DETAIL BALLOON FRAME 1`4ALLS: REVIEWED FOR
SHEETS SV 1 -SDS FOP, ADDITIONAL INFORMATION. 2X& VF# 1 AT 8"O.C. CODE COMPLIANCE COVERED
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5.) SEE DETAIL 1 /SN FOR TYPICAL STUD F4ALL
A- 4"CONCRETE SLAB rilTH #4 AT 24"O.C. ELEVATION AND TYPICAL INALL OPENIN& SCHEDULE. DATE:
SECURELY LOCATED AT MID -DEPTH OF SLAB. 11/28/2016
5- ViATERPROOF MEMBRANE IN COMPLIANCE INITH 6.) PLUMBIN6, 5PRINKLER, AND MECHANICAL
ASTM E 1 & 4 5 (DELETE AT EXTERIOR SUBCONTRACTORS SHALL COORDINATE ALL YiALL 5 C A L E:
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C, - 4"FREE DRAININ6 MATERIAL-5EE SOILS REPORT
IF APPLI CABLE. '7.) SEE TYPICAL SHEAR Y4ALL SCHEDULE FOR LOCATIONS
V- PROPERLY PREPARED SUBC71RAVE-SEE SOILS Y4HERE 5X PT SILL PLATES ARE REOUIRED. 10t /A
REPORT IF APPLICABLE. V02)
E- CONTRACTOR TO PROVIDE CONTROL JOINTS AT 8.) ANY DISCREPANCIES BETNEEN FRAMIN6 SHOYiN AND
10'-0"0.(:,. EA. INAY MAX. FIELD CONDITIONS SHALL BE IMMEDIATELY BROU6HT 2 BMW
TO THE EN&INEER OF RECORD.
I RM
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10.)
ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN
COMPLIANCE YVTH 2015 CBC FASTENIN& SCHEDULE,
TABLE 2504.q.1, UNLESS NOTED OTHERriISE.
a COPYRI&HT 20 1
MAX RAMIREZ -65OLDEN SUN DE516N - ENERGYGAL05
RICK DENNEY - iSENERAL CONTRACTOR 2215 -4 5AM50N AVENUE, CORNIN6, CALIFORNIA 1116021
(550)S 15-5356 CELL Z ": I 111-
PHONE: (550)521-'7242 CELL
EMAIL ADDRF-95: MaxeradMame.com
SUMMIT STRUCTURAL DE516N - 5TRUCTURALEN&NEER
555 RIO LINDO AVENUE #200, CHICO, CA 'qS -126
(550) 5-12-4401 INOPK
EMAIL ADDRESS: RylandeSummitChIco.com
CAUaer9\Lynn\Dorurrent9\ChIef X5 Plans\AlonZo Alcantar 5CCC - 5LAB\Alrantar Residerice.1agout
OY4NER: ALONZO 4 COURTNEY ALCANTAR
(530) 510-526cl HIS CELL
EMAIL ADDRESS: AAlrsntar0SJM.com
LYNN SMITH - PRAFTINiS
I q q SYCAMORE VALLEY ROAD,
CHICO CA q5-115
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SUIII CON 1I OR
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TABLE 2 504.cl. 1, UNLESS NOTED OTHERrilSE.
5.)
4.)
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OTHERS.
TYPICAL HEADER BELOri SHALL BE 6X6 PF -L#2 UNO.
PROVIDE 4X P05T MIN. AT ALL BEAM AND &IRVER
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12ITCH L PECTANOULAR -3
Mm -EAV�-VENT5 < Q 't Lu k)
5/12 f Lu BY rON5TRUCTION METALS OR EGUAL k) z z
RIPOE-YENTS -5--5L2 SOFT - (12) 5 1/2"X22 1/2"EAVE VENTS l 1 60 IN EACH) - 0.4415 SOFT
0.55 SOFT - (5) LIN IFT 011 RIP&E VENT 16.0 90 Il FT) - 0. 12 5 5OFT/LIN FT SCALE: 1/4"- 1'-0" Z ILI tu
BY LOMANCO OMNI SERIES OR EQ. 0 N T_ _C! E _1"Tp_1 A lo P 111 Ill: 5.412 SOFT OF LOAER NFVA W_ tu
Roor-TOF-VENTS! 1) ROOF COVERIN& SHALL BE COMPOSITION ROOFINC7. < ll Lu IL
x 12'LENC7TH OVER PLY
--1.04 SOFT - (2) 2"x52'O'HA&IN LOri PROFILE OOMP EYEBROII 90 IN EACH) 0.52 SOFT < < Lu LL Ill
BY O'HACDIN MFC7, III OR EO. 2) ROOF PITCH SHALL BE 5: 12, TYPICAL. OVER 2*x BLOCKINO 11.85 TOTAL SOFT OF VENTS (NFVA) -1 -1 6 Ill W_ I
3) ROOF OVERHAN6 SHALL BE 50" AT OVERHAN& 4 12" z Ill
1.42 SOFT OF UPPER NFVA AT &ABLE ENDS, UNLESS OTHEII NOTED. -r I , r 9 2 90 r F r T 0 F ATTIC fL �- Lu Z v
Lt- Z > b 0� 0
150 DIVIDED 5Y 1 so ul 10 IL
KIIIIA-R-CAVE-VIENTS 1.25 SOFT OF REOUIRED NET FREE VENTILATION AREA (NFVA) > LL U_ _
10 %_ LL
1-45 SOFT - (5) 5 1/2"x22 1/2"EAVE VENTS (11 50 IN EArH) - 0.4q5 SOFT IL 10 LL
BY cONSTRUC-TION METALS OP. EOUAL 10 7-13
CONTINUOUS EAV VENT5 13 Z
1.45 SOFT OF LCAER NFVA __1_4_t,, SOFT - (26) LIN FT CONT. EAVE VENT (8 90 IN/LIN FT) - 0.056 SOFT/FT I
BY C-ONSTRUOTION METAI S OP, EOUAL It 0 w v
2X 1 6 . PF# 1 1 . AT 6"O.C.
EXTERIOR YiALL:
2X6 OF STUD AT 16"O.C.
INTERIOR INALLS:
2X6 DF STUD AT 16"O.C.
YIRITTEN 6WIDELINES.
15.) PROVIDE METAL HANISsEll PEP, 20/501 AS REGUIRED,
UNLE55 NOTED OTHEIIIII
16. ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN
COMPLIANCE r4ITH 2015 CBC FASTENIN& SCHEDULE,
TABLE 2 504.cl. 1, UNLESS NOTED OTHERrilSE.
5.)
4.)
5.)
SEE NOTE SECTION 5-5N FOP, ROOF TRUSSES BY
OTHERS.
TYPICAL HEADER BELOri SHALL BE 6X6 PF -L#2 UNO.
PROVIDE 4X P05T MIN. AT ALL BEAM AND &IRVER
TRUSS BEAll POINTS AND CONTINUE IN NALL TO
FOUNDATION.
SHEET
V V %J 0
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ANY DISCREPANCIES BETF4EEN FRAMIN& 5HOY4N AND
553 RIO LINP0 AVENUE #200, cHIl CA cIS -126
(530) 5-12-4407 rsIOR.K
0104NER: ALONZO 4 0OURTNEY ALCANTAR
(S 3 0) 510-5 2 6 q HIS C -ELL
1.46 SOFT OF LOViER NFVA
5.) SEE DETAIL 1 /SN FOP, TYPICAL STUD Y4ALL
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INSTALL ALL COMPONENTS IN ACCORDANCE INITH
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606 SqFt TOTAL
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WENP9 OFFSET 4'. &LUE PANELS TO ALL FRAMINII
12.)
SUPPORT ALL TRIMMERS ABOVE INITH FLOOR/CEILINI57
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OF ALL TRUSS TO TRUSS MECHANICAL CONNECTIONS.
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DISCREPANCIES.
11/25/2016
ED6ES, BOUNPARIEB, BLOCKIN(5 AND kNHEll INDICATED
15.)
ANY DISCREPANCIES BET)NEEN FRAMINIS 5HOP4N AND
ALL PANEL EDdl BOUNDARIES, 6ABLE ENDS,
jol
SCALE:
ON PLAN. FIELD NAIL AT 1 0"O.C. PROVIDE 116" BLOCKINIS AND YiHERE INVICATED ON PLAN. FIELD COMPLIANCE)NITH 2015 CBC FA5TENINC7 SCHEDULE,
FIELD CONDITIONS SHALL BE IMMEDIATELY BROUC714T
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TO THE ENC71NEEK OF RECORD.
NAIL AT 12" O.C. PROVIDE 1 18"ll AT ALL PANEL
TABLE 2 504.9. 1, UNLESS NOTED OTHERk415E.
SHII
4.)
MANUFACTURER.
TYPICAL MINIMUM BEARIN6 ViALL FRAMINC7 U.N.O.:
14.)
ALL F-XP05ED FRAMINCY SHALL BE PRESSURE
EVII U.N.O. BY PANEL MANUFACTURER. AT ALL LOY4
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C;I ell W e'JelFci PW_nVl f I I PAWFI e' -I IP MIN RFTV4FFN
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2X 1 6 . PF# 1 1 . AT 6"O.C.
EXTERIOR YiALL:
2X6 OF STUD AT 16"O.C.
INTERIOR INALLS:
2X6 DF STUD AT 16"O.C.
YIRITTEN 6WIDELINES.
15.) PROVIDE METAL HANISsEll PEP, 20/501 AS REGUIRED,
UNLE55 NOTED OTHEIIIII
16. ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN
COMPLIANCE r4ITH 2015 CBC FASTENIN& SCHEDULE,
TABLE 2 504.cl. 1, UNLESS NOTED OTHERrilSE.
5.)
4.)
5.)
SEE NOTE SECTION 5-5N FOP, ROOF TRUSSES BY
OTHERS.
TYPICAL HEADER BELOri SHALL BE 6X6 PF -L#2 UNO.
PROVIDE 4X P05T MIN. AT ALL BEAM AND &IRVER
TRUSS BEAll POINTS AND CONTINUE IN NALL TO
FOUNDATION.
SHEET
V V %J 0
-1
5UMMIT5TRUrTURALVESI(5N - STRUCTURAL EN61NEER
2.bq TOTAL SOFT OF VENTS (NFVA)
ANY DISCREPANCIES BETF4EEN FRAMIN& 5HOY4N AND
553 RIO LINP0 AVENUE #200, cHIl CA cIS -126
(530) 5-12-4407 rsIOR.K
0104NER: ALONZO 4 0OURTNEY ALCANTAR
(S 3 0) 510-5 2 6 q HIS C -ELL
1.46 SOFT OF LOViER NFVA
5.) SEE DETAIL 1 /SN FOP, TYPICAL STUD Y4ALL
EMAILAPPRESS: MaxoradMamazom
EMAIL ADDRESS: RyIand@5ummItChIco.com
IL u,
(550) 81:11-0565 VNIORK
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ELEVATION AND TYPICAL )NALL OPENIN& SCHEDULE.
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ALL F-XP05ED FRAMIN& SHALL BE PRESSURE
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PERMIT#
SUBCONTRACTORS SHALL COORDINATE ALL FLOOR
-3 IL 3: n -1
TREATED Y41TH TREATMENT PROCESS AND APPLICATION
AND YiALL PENETRATIONS 10,11TH FRAMIN6
1311l Cl 'MEWSERACES
APPROPRIATE FOP, EXPOSURE ACCORPIN& TO MFII
SUBCONTRACTOR.
riRITTEN GUIDELINES.
REVIEWED FOR
Ll\/A5LF-:
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FLOOR PLAN 5TRUCTURAL NOTE5:
1.)
TYPICAL FLOOR JOISTS SHALL BE 1 1 1/8"Ell
c10 2.0 AT 16" O.C. Y41TH 1 5/4" LVL RIM.
FRONT FORCH_NA:M: PROVIDE A MINIMUM OF 1 AIRSPACE
CODE COMPLIANCE
2qlOSqFt 1STFLR
1.)
SEE TYP16AL NOTE SHEET SN AND TYPICAL DETAIL
SHEETS SO 1 -SD5 FOP, ADDITIONAL INFORMATION.
INSTALL ALL COMPONENTS IN ACCORDANCE INITH
BETY4EEN THE INSULATION 4 ROOF SHEATHINC7 IN AREAS THAT HAVE
INSULATION. PROVIVE"V"NOTCHES AT IIII BLOCKINC7 TO
DATE
- -7 5 4 SqFt 2 NO FLK
56 44 SqFt TOTAL
MANUFACTURER'S RECOMMENDATIONS.
2.)
FLOOR FRAMING, HAS BEEN VESIll FOR A MAXIMUM
DEAD LOAD OF 15 PSF (INCLUDIN& FRAMINW. CONTACT
6.)
PROVIVE DOUBLE JOIST UNDER ALL ViALL5 r4HERE
PROVIDE FOP, CONTINUOUS AIR FLOIN ACROSS RAFTER BAYS.
SUMMIT STRUCTURAL PES116N, PRIOR TO CONSTRUCTION,
r4ALLS RUN PARALLEL TO JOIST, AND JOIST SPAN
605 SqFt
IF FLOOR BUILD-UP )NILL EXCEED 15 PSF.
EXCEEDS W -o". ,
ROOF PLAN STRUCTURAL NOTES:
8.) ROOF TRU55 LAYOUT SHALL BE REV[Eyiev BY ENCHNEER
5.)
TYPICAL FLOOR SHEATHIN6 (UNO): 5/4" THICK, APA,
q.)
PROVIDE DOUBLE JOIST UNDER ALL BATH TUBS
YiHERE JOIST SPAN EXOEEPS 'V-0"AND UNDER ALL
1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL
AS TRUSS DES16NS BECOME AVAILABLE FROM TRUSS
TECO, OR PITTSBURC7H RATED SHEATHIN6 OP, RATED
STURP-I-FLOOR, SPAN RATINIS 45/24(24 FOP,
HEAVY FURNITURE, EOUIPMENT, APPLIANCES, ETC-
SHEETS 50 1 -BPS FOP, ADDITIONAL INFORMATION.
MANUFACTURER. CONTRACTOR SHALL OBTAIN 916NEV
Till REVIEVi LETTER FROM THE ENGINEER OF RECORD
PATIO:
STURP-11-FLOOR), EXPOSURE I STRUCTURAL
10.)
TYPICAL HEADER BELOY4 15 &X5 PF -L #2 UNO.
2.) TYPICAL ROOF SHEATHINC7 (UNO): 1/2" THICK, APA,
TEII OP, PITTSEII RATED SHEATHINC7, SPAN
AND BUILOIN6 DEPARTMENT APPROVAL PRIOR TO
1 c1l 5qFt FRONT
PANELS, APPLIED r4ITH LONC7 DIMENSION ACROSS
1 1.)
PROVIDE 2X SOLID BLOCKINC7 IN FLOOR AT 24"
RATIN& 5 2/11 EXPOSURE 1 STRUCTURAL PANELS,
CONSTRUCTION.
& 14 SqFt REAR.
SUPPORTS AND ADJACENT PANELS STAIS76ERED NI H
BEAMS SUPPORTINI57 BEARINC7 r4ALLS ABOVE.
APPLIED Y41TH LONC7 DIMENSION ACROSS SUPPORTS
cl.) CONTRACTOR TO VERIFY THE LOCATION AND LOADIN6
606 SqFt TOTAL
WENP9 OFFSET 4'. &LUE PANELS TO ALL FRAMINII
12.)
SUPPORT ALL TRIMMERS ABOVE INITH FLOOR/CEILINI57
AND ADJACENT PANELS STA&&ERED Y41TH WENDS
OF ALL TRUSS TO TRUSS MECHANICAL CONNECTIONS.
PATE:
EP&E NAIL Y41TH I Od COMMON IIII SHANK NAILS OP,
JOIST Y4HERE, TRIMMERS CAN NOT RUN CONTINUOUSLY OFFSET 4. E06E NAIL INITH 6d COMMON OP, IMMEDIATELY NOTIFY TRUSS COMPANY OF ANY
Ell (0. 1 48"PIA X 5") AT b"O.C. AT ALL PANEL
TO FOUNDATION.
EGUIVALENT (0. 15 1 * VIA X 2 1/2*) AT 6"O.C. AT
DISCREPANCIES.
11/25/2016
ED6ES, BOUNPARIEB, BLOCKIN(5 AND kNHEll INDICATED
15.)
ANY DISCREPANCIES BET)NEEN FRAMINIS 5HOP4N AND
ALL PANEL EDdl BOUNDARIES, 6ABLE ENDS,
10.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN
SCALE:
ON PLAN. FIELD NAIL AT 1 0"O.C. PROVIDE 116" BLOCKINIS AND YiHERE INVICATED ON PLAN. FIELD COMPLIANCE)NITH 2015 CBC FA5TENINC7 SCHEDULE,
FIELD CONDITIONS SHALL BE IMMEDIATELY BROUC714T
6APS AT ALL PANEL ED&E5 U.N.O. BY PANEL
TO THE ENC71NEEK OF RECORD.
NAIL AT 12" O.C. PROVIDE 1 18"ll AT ALL PANEL
TABLE 2 504.9. 1, UNLESS NOTED OTHERk415E.
SHII
4.)
MANUFACTURER.
TYPICAL MINIMUM BEARIN6 ViALL FRAMINC7 U.N.O.:
14.)
ALL F-XP05ED FRAMINCY SHALL BE PRESSURE
EVII U.N.O. BY PANEL MANUFACTURER. AT ALL LOY4
C;I ell W e'JelFci PW_nVl f I I PAWFI e' -I IP MIN RFTV4FFN
2X 1 6 . PF# 1 1 . AT 6"O.C.
EXTERIOR YiALL:
2X6 OF STUD AT 16"O.C.
INTERIOR INALLS:
2X6 DF STUD AT 16"O.C.
YIRITTEN 6WIDELINES.
15.) PROVIDE METAL HANISsEll PEP, 20/501 AS REGUIRED,
UNLE55 NOTED OTHEIIIII
16. ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN
COMPLIANCE r4ITH 2015 CBC FASTENIN& SCHEDULE,
TABLE 2 504.cl. 1, UNLESS NOTED OTHERrilSE.
5.)
4.)
5.)
SEE NOTE SECTION 5-5N FOP, ROOF TRUSSES BY
OTHERS.
TYPICAL HEADER BELOri SHALL BE 6X6 PF -L#2 UNO.
PROVIDE 4X P05T MIN. AT ALL BEAM AND &IRVER
TRUSS BEAll POINTS AND CONTINUE IN NALL TO
FOUNDATION.
SHEET
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5UMMIT5TRUrTURALVESI(5N - STRUCTURAL EN61NEER
6.)
ANY DISCREPANCIES BETF4EEN FRAMIN& 5HOY4N AND
553 RIO LINP0 AVENUE #200, cHIl CA cIS -126
(530) 5-12-4407 rsIOR.K
0104NER: ALONZO 4 0OURTNEY ALCANTAR
(S 3 0) 510-5 2 6 q HIS C -ELL
5.) SEE DETAIL 1 /SN FOP, TYPICAL STUD Y4ALL
EMAILAPPRESS: MaxoradMamazom
EMAIL ADDRESS: RyIand@5ummItChIco.com
FIELD CONDITIONS SHALL BE IMMEDIATELY BROU&HT
(550) 81:11-0565 VNIORK
F
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ELEVATION AND TYPICAL )NALL OPENIN& SCHEDULE.
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TO THE EN&NEER OF RECORD.
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"7.)
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TREATED Y41TH TREATMENT PROCESS AND APPLICATION
AND YiALL PENETRATIONS 10,11TH FRAMIN6
APPROPRIATE FOP, EXPOSURE ACCORPIN& TO MFII
SUBCONTRACTOR.
riRITTEN GUIDELINES.
a COPYP.1(5HT 20 16
LYNN SMITH - PRAFTIN&
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C,:\Users\Lgmn\Documents\Chlef X5 Flams\Alonzo Alaantar 5rCC; - SLAB\Alcamtar Residenrelayout
P.lr_K PENNEY - GENERAL 0ONTRAOTOR 1* le
(530) 515-5556 OELL �0�22 1 bq SAMSON AVENUE, CORNIl CALIFORNIA 416021
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PHONE: (530) 321 ELL
553 RIO LINP0 AVENUE #200, cHIl CA cIS -126
(530) 5-12-4407 rsIOR.K
0104NER: ALONZO 4 0OURTNEY ALCANTAR
(S 3 0) 510-5 2 6 q HIS C -ELL
I qq SYC�AMORE VALLEY ROAD,
C-HIC-0, CA q 5 -R -7 5
EMAILAPPRESS: MaxoradMamazom
EMAIL ADDRESS: RyIand@5ummItChIco.com
EMAIL ADDRESS: AA[rantare5JI
(550) 81:11-0565 VNIORK
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ROOF OP VENTS
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13.63 TOTAL SOFT OF VENTS (NFVA) p IL JU
1) ROOF COVERING SHALL BE COMPOSITION ROOFIN(5.�. LU 0.
2) ROOF PITCH SHALL BE 3:12, TYPICAL. < 4 uj Lu
3) ROOF OVERHANG SHALL BE 30" AT OVERHANG d 12" IL =1
AT GABLE ENDS, UNLESS OTHERWISE NOTED. u- Z Q
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SHEETS 5D 1-5D3 FOR ADDITIONALINFORMATION. MANUFACTURER. CONTRACTOR SHALL OBTAIN 516NED
GA ROOF SH A H : 1 / " THICK APA TRUSS REVIEW LETTER FROM THE ENGINEER OF RECORD -1
2.) TYPI L NG UNO R E T I ( ) 2 Int- W
TECO, OR PITTSBURGH RATED SHEATHING, SPAN AND BUILDING DEPARTMENT APPROVAL PRIOR TO W W
CONSTRUCTION. Z IL a -
RATING 32/ 16, EXPOSURE 1 STRUCTURAL PANELS, IL (L 0
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AND ADJACENT PANELS 5TAGGERED WITH WENDS OF ALL TRUSS TO TRUSS MECHANICAL CONNECTIONS.
OFFSET 4'. EDGE NAIL WITH 8d COMMON OR IMMEDIATELY NOTIFY TRUSS COMPANY OF ANY PERMIT#
EQUIVALENT (0.13 1 " DIA X 2 1/2*) AT 6" O.C. AT DISCREPANCIES. BUTTE COULlVA f5LE:
10.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN NTY D EL MENTSERVICES 2 q Ft 15T FLR
10 5
ALL PANEL EDGES, BOUNDARIES, GABLE ENDS, REVIEWED Sq
Ft
AND WHERE INDICATED ON PLAN. FIELD COMPLIANCE WITH 2013 CBG FASTENING SCHEDULE, FOR X34 5aFt 2ND FLR
NAIL AT 12" O.G. PROVIDE 1 /8" GAP AT ALL PANEL TABLE 2304.9.1, UNLE55 NOTED OTHERWISE. CODE COMPLIANCE 3644 5gFt TOTAL
EDGES U.N.O. BY PANEL MANUFACTURER. AT ALL LOW
DATE gy, ,
SLOPE ROOFS PROVIDE (1) PANEL CLIP MIN. BETWEEN &ARAISE"
SUPPORTS AT ABUTTING PANEL EDGES. 805 SgFt
3.) SEE NOTE SECTION 8-5N FOR ROOF TRU55E5 BY
OTHERS.
COVERED
4.) TYPICAL HEADER BELOW SHALL BE 6X8 OF -L#2 UNO.
5.) PROVIDE 4X POST MIN. AT ALL BEAM AND GIRDER PATO:
TRUSS BEARING POINTS AND CONTINUE IN WALL TO 1-12 5a Ft FRONT
FOUNDATION. _614 5aFt REAR '
6.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND 606 SgFt TOTAL
FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT
TO THE ENGINEER OF RECORD. DATE:
i.) ALL EXPOSED FRAMING SHALL BE PRESSURE
TREATED WITHTREATMENT PROCESS AND APPLICATION
1112812016
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I MAX RAMIREZ -GOLDEN SUN DESGN - ENERGY GALG5
RICK DENNEY _ GENERAL CONTRACTOR 22 189 SAMSON AVENUE CORNING,CALIFORNIA 416021
GAL 9
(530) 518_5386 CELL _
PHONE (5301321 7242GELL
� EMAIL ADDRESS. MaxaGadMama.com
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SUMMIT 5TRUGTURAL DESIGN - 5TRUGTURAL ENGINEER
383 RIO LINDO AVENUE X200 GHIGO GA 95 q26
(530) 592-4407 WORK
EMAIL ADDRE55: R tend®SummftGhico.com
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OWNER. ALONZO E COURTNEY ALGANTAR
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530 570 3269 HIS CELL
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LYNN SMITH -DRAFTING
11 4 SYCAMORE VALLEY ROAD
CHICO A 9
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NHILE EVERY ATTEMPT HAS
BEEN MADE IN THE
PREPARATION OF THIS PLAN
TO AVOID MISTAKES, THE
MAKER CANNOT OUARANTEE
A6AINS HUMAN
BUILDIN& CONTRACTOR
HOME ONNER TO REVIEN AND
VIl ALL DIMENSIONS,
SPECS, AND CONNECTIONS
BEFORE CONSTRUCTION
BE61I
TO MASTER BEDROOM ABOVE DRAPMN6 BY:
F -L TRICAL 5HALL_BEJR5TA4LF_V R THE 2015
EC
ALL -AS:
Y".m' LL -Y
-ARE
REFER. TO THE MANDATORY MEASURES FOR RESIVENTIAL LIl MEASURES 1 q YeAMO V LILEY ROAD
ATTACHED TO THE III COMPLIANCE DOCUMENTATION. THE LUMINARY FIXTURE TYPE CH 0, a sm Cl 5 q'I 9
OR CONTROL TYPE SHALL COMPLY YflTH THE MANDATORY ENEROY LI&HTIN(S Da D4 F_ XTER10A, _L10, HT15 LYNN57MIH 2 ATT.NfT
REOUIREMENTS THROU&HOUT.
ATTIC:
A PERMANENT 120 -VOLT RECEPTACLE OUTLET 4 A Ill FIXTURE SHALL BE INSTALLED,
NEAR ANY APPLIANCE P41TH THE LI&HT SINITCH LOCATED AT THE ENTRANCE OF THE ATTIC .01 0
ACCESS. CPC 505.4.5. 0 QFCI 0FC1 ENEM&Y CALCS BY:
BATHROOMS: qvi I* I W *OLDEN SUN
1.) 13A -5 SHALL HAVE &ROUND -FAULT CIRCUIT -INTERRUPTION LED - - - - - - - - -
ql LED
(&FV). CEC 2 1 O.O(A) LED 'A' III' -peal
2,) DAT-HP-OOMA--EafFTACL.E--O-UTLr:T$: SHALL BE SUPPLIED BY AT LEAST ONE 20- EXTEfP_lHT5 GFC1
MAX
AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PEP. CEC SEE ELECTRICAL LED SEE ELECTRICAL 2 TUBE
2 10.1 1 (C) (5). NOTES, LI&HTS. E-) (T E 910 M Z E f T A L F_ 5 NOTES: CEILIN(5 -1 1 RAMIREZ
5.) 5_ATHRO_0M_Lt6_H_T_5-- A MINIMUM OF ONE H16H EFFICACY LIGHTINC7 SHALL BE SEE ELECTRICAL NOTES: FANS. GFCO 0ARA-0FE
INSTALLED IN EACH BATHROOM. ALL OTHER Ll SHALL BE HI&H EFFICACY OR. SEE ELECTRICA NOTES:
EXTERIOR RECEPTACLES. SARAGE FOR
'Lr
CONTROLLED BY VACANCY SENSORS. CEC 1 SO.OKS GI Wp P :S"S f
4.) LLOHT-FIXTI IN_TU5 OR_5HO)4r=fZ_FNC ECEPTACLES, 6 RA&E
_I�OSUII TO BE LABELED "SUITABLE FOP, LED :NER V
VAMP LOCATION'PER CEC 4 10.10 (A) 4 (D). DOOR, OPENER, V VANCY
TOILET ROOMS: INSTALL FLUORESCENT OP. OTHER C.E.C. APPROVED Lf(5HTIN(5 EXTERIOR,il RICK PENNEY
FIXTURES IN ROOMS Y4ITH 114ATER CLOSETS. SEE ELECTRICAL �ALL
6.) BATHROOM IMIIALY-XHAUST FANS: C65C, 4.506 NOTES, I LAMP�140J, IRS: APPLICATIONS. 65NERAL
EC
AJ FANS SHALL BE 5NII SEPARATELY FROM Ll SEE ELEC AL NOT
SEE EL' 01 ERS.
BJ FANS SHALL BE RATED AT A MAXIMUM OF 1.0 SONE. 1: U LAMP H
W FANS SHALL BE ENER&Y STAR COMPLIANT AND BE PUCTEP TO TERMINATE I
S E C T t1r, A L' EC
OUTSIDE THE EVII 5T FANS. ]BATHROOM NOTES: 4 2 TUBE
V.) UNLESS FUNCTIONII AS A COMPONENT OF A V4HOLE HOUSE VENTILATION SYSTEM, III -
FANS MUST BE CONTROLLED BY A HUMIDITY CONTROL. SEE ELECTRICAL NOTES GI L
1 J HUMIDITY CONTROLS SHALL BE CAPABLE OF ADJUSTMENT SETViEEN A RELATIVE FANYVIJOHT: q1N BATHI E ECTRICAL NOTES: VACANCY
HUMIDITY RAN&E OF LESS THAN 50% TO A MAXIMUM OF 50%. A HUMIDITY SEE ELECTRICAL LED 5 1C.O. ALARMS. 4 SENSOR
CONTROL MAY UTILIZE MANUAL OP, AUTOMATIC MEANS OF ADJUSTMENT. -1 NOTErw-rEILIN& /1" 1 LEV
2.) A HUMIDITY CONTROL MAY BE A SEPARATE COMPONENT TO THE EXHAUST FAN 4 LED FAN cc D C51TV GFCO
19 NOT REOURED TO BE INTE6RAL (BUILT-IN). N q I wp g L 11
5ATHROOM NOTE: FOP, THE PURPOSES OF THIS NOTE, A BATHROOM IS A ROOM C5/Tv LED F_x_TaRIOR1:zEC=- CLES GFC1I r
VNIHICH CONTAINS A BATHTUB, SHOYNIER OP. TUB/5HOVIEP, COMBINATION. Q
W?
G
� F.C-LE
cc SEE ELECTRICAL NOT 5:
ADDITIONALLY, LI&HTING INTE&RAL TO BATHROOM EXHAUST FANS SHALL COMPLY qvi GI EXTERIOR PECEPTACIES.
V41TH THE CALIFORNIA IENER&Y CODE. LED EXTERIOR AE(�E A"E5 GFCI OFC1 Ol FCI GFCI EXTERI0MJJ&HT_5
CEILIN6 FAN5: I�A Ill SEE III R -A. N SEE ELECTRICAL
r-EfLIN6 FANS ri/1_16HT: FLORESCENT V4/ S1141I OR INCANDESCENT Y41 DIMMER SF41TCH. SEE EL I EXTERIOR RECEPTACL S. 30 ------- OTE5, I
MAINTAIN 56'r-LEARANCE FROM ANY FIRE SPRINKLER. LAMP HOIJ Wp GFCI abri 2 TUBE
ALL SHALL BE SECURELY SUPPORTED. A FIXTURE THAT VIE16149 MORE THAN & POUNDS SENSOR i GFCO :o 2 TV5E D 0
OR, EXCEEDS 1 & INCHES IN ANY DIMENSION SHALL NOT BE SUPPORTED BY THE SCREF4
SHELL OF A LAMP HOLDER PER 2015 CEC 4 1 0.90(A). OUTLET BOXES SHALL NOT BE
USED AS THE SOLE SUPPORT FOR CEILING (PADDLE) FANS PEP, CEC SECTION 3 14.21
(A) �4 (D). D 4 QQ DO
LED
LED sv>ell
CHRISTMAS LI&HTS:
F LECTRII NOTE
CHRISTMAS LIl RECEPTACLES: PROVIDE OUTLET NEAR TOP PLATE, SY41TCHED AT AB
FRONT DOOR - Y4P16Fr_1 PROTECTED. qy4 SMOKI Alms. G 11 F4 5 M 0_15 F_ C,- O_ A] - A R R -S -
CLOSIETLIC71-ITS: LED LEO SEE ELECTRICAL NOTES;
CLOSETS Ll PEP, C.E.0- . . . . . . . . . . . . . . . . . . . . SMOKE/C.O. ALARMS.
ELECTRICALP-15.00NNECT: GFCI
qF4
A MECHANICAL ELECTRICAL DISCONNECT 4 A SERVICE RECEPTACLE SHALL BE LED EXTERIOR -I 30
PROVIDED Y41THIN 25'OF THE A MECHANICAL UNIT. CEO 210.65 4 r -Mr- 3 10. 1. '1104 SEE ELECTRICAL qH q SEE ELECTRICAL
III LED NOTES, L16HTS. LED Le NOTES, LI&HT; qpj
ENTRY: E X TE R I 09�Il E F1 TA. r__L E S LED E.V. CHA
AN ENTRY THAT 19 NOT PART OF A HALLF4AY IN ACCORDANCE Y41TH CEC 210.52H 4 THAT R&ING STATION LOCATION
HAVE AN AREA SPIREATER. THAN 60 SFOT SHALL HAVE A RECEPTACLE(S) LOCATED IN SEE ELECTRICAL NOTES;
EACH YNIALL SPACE 5'MORE IN 104IDTH 4 UNBROKEN BY POOR.104AYS, FLOOR-TO-CEILI EXTERIOR RECEPTACLES. GI THESE PLANS HAVE
VNINDO104S OP, SIMILAR OPENIN&S. CEC 210.5 21.
GFC1 WP BEEN REVIEriEV
EXHAUST FANS: LED 26IM4
EX_HAV5T_FAN5; PROVIDE A MIN. OF 50 CFM FANS (20 CFM FOR CONTINUOUS 2 TUBE ONLY FOR
VENTILATION) IA4ITH BACKDRAFT PAMPERS AT ALL EXHAUST FANS. C(55C 4.506. 30 COMPLIANCE V41 H
III ENA-15ATHRO-0 M -FANS: TO INCLUDE THE MAXIMUM SONE RATING REOUIREMENTS. I DM COOP, CHIME ATTACHED
EXTERIORRECEPTACLES: LOCATION qIN STRUCTURAL
LEV
I J EXTERIOR RECEPTACLES: ALL OUTDOOR RECEPTACLES SHALL BE NP/61`0 01104 CALCULATIONS.
PROTECTED. CEC ART. 210.52(F-)(1) 4 2 1 O.D. TO ABOVE TO A OVE CE
2.) PROVIDE AT LEAST ONE RECEPTACLE AT THE FRONT 4 BACK OF THE VriELLIN(S. CEC FAR Y4 11 111 Cm LED
SEE EL12 CAC
5.) 210.52E1 - M 6AR-AOIE-NOTF-5: THE EN&INEER'S
BALCONIES, PECKS 4 PORCHES THAT AREA ACCESSIBLE FROM INSIDE THE PYiELLIN6 NOTES: EILfN(9 STAMP ON TH15
UNIT SHALL HAVE AT LEAST ONE Y4EATHERPIROOF CvFr_I RECEPTACLE INITHIN THE FANS. SEE ELECTRICAL NOTES: GFCI SEE ELECTRICAL NOTES;
PERIMETER OF THE BALCONY, PECK OR PORCH. CEC 210.52E5 SMOKE/C.O. ALARMS. \-7 3:) VACANCY 6ARA6E. PLAN 15 VALID
SENSOR ONLY r4ITH A
EV OHAROERS: LED 4 LETTER 516NEV BY
• LISTED RAr-EY4AY SHALL BE INSTALLED TO ACCOMMODATE SEEELECT ALNOTII D z TH15 EN61NEER FOP,
• DEDICATED 206/240 -VOLT BRANCH CIRCUIT MHICH SHALL ORI&NATE AT THE MAIN LAMP HO ERS. 2104 4
SERVICE OR SUB PANEL AND SHALL TERMINATE INTO A LISTED CABINET, BOX OP, OTHER PK EACH UNIGUE BUILD.
ENCLOSURE TO FACILITATE THE FUTURE INSTALLATION AND USE OF ELECTRIC VEHICLE
(Il CHARC71I THE RACEF4AY SHALL NOT BE LE55 THAN I INCH INSIDE DIAMETER AND D G 30,
SHALL BE CONTINUOUS AT ENCLOSED, INACCESSIBLE, OR CONCEALED AREAS AND 211
SPACES. THE SERVICE PANEL AND/Olk SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL T, RMa5TAT. PK
A 40 -AMPERE MINIMUM BRANCH CIRCUIT. THE RACEY4AY TERMINATION LOCATION SHALL - M L 5er F.LECTRICAL
OKF -A A N 30
BE PERMANENTLY ANP VISIBLY MARKEP AS *EV CAPABLE". C -69I 4.106.4.1 9 ELECTRICAL NOT :
SMO 10.0. ALARMS TH RMOSTAT L T q ri
(:�!_ARAOE: RRUPTION (ISFal) CE LED 28N 26IN
BATHROOM RECEPTACLES SHALL HAVE &ROUND -FAULT CIRCUIT-INTE TUISE 2 TUBE _J
CII 2 1 Oh(A) GI XTERIOR-1-161IT5
GARA&E POOR OPENER SHALL BE LISTED IN ACCORDANCE Y41TH UL 52S. CIRC RS0q.4 4 GFP E ELECTIRCAL
HEALTH 4 SAFETY CODE SECTIONS 1 cl 5 q 0 4 1 q 5 q 1. A TES, LUSHTS.
LIOH-T-51NITCHES TO HAVE VACANCY SENSOR_ LI&HTS TO BE 1-11614 EFFICACY. CEC 150.0 OFC1 m GFCO GI Gl GI
W(b). CUPANCY THEM 0 AT- IMP
0ARACv5_ftREY4ALL- PROVIDE A 24'SEPARATION BETViEEN RECEPTACLE 4 51NITCH ENSOR LED SEE ELTI -1
BOXES IN THE FIREI (BOXES IN SEPARATE STUP SAYS ARE ACCEPTABLE)ALL 30 1 -'ll .0
NOTES:
OUTLET OR RECEPTACLE BOXES LOCATED ON OPPOSITE SIDES OF THE OCCUPANCY TO ABOVE .0 THERMOATAT
SEPARATION BETINEEN THE &ARAOSE AND THE RESIDENCE MILL BE SEPARATEV BY A 30 -4 LED d.P GI
HORIZONTAL DISTANCE OF NOT LESS THAN 24* OP, FULLY BLOCKED TO SEPARATE. GFC1 4111
_0NIE�iSFCI_1RF0Er TJI IN ADDITION TO THOSE FOR SPECIFIC EOUIPMENT, SHALL HAUST-FAN: SEE 6ENERAL NOTES, il�H 9 MT -MA -5 _L 16 H_T5: 7
TA""V LED
BE INSTALLED IN EACH ATTACHED OR DETACHED &ARACSE. CEC 210.526 1 5 ELECTRICAL NOTES: I�L05VTS- S- <
EX UST FANS. UTIL TIES, ELECT. SEE ELECTRICAL
NOTES: CLOSETS. qvi LED SERVICE. NOTES: CHRISTMAS 0 <
HALL)NAY: SEE ELECTRICAL EL a 2
HALLY4AY5 OF 1 O'OR MORE IN LEN(STH SHALL HAVE AT LEAST ONE RECEPTACLE OUTLET. SEE ELECTRI L TES: ELECTRICAL NOTES: L16HTS.
5 A TH R 0 0 M -N-0 TE 5: SIl PICALLI&HTIN& SERVICE PA LED VfSCONNEC SERVICE PANELS.
CEC 210.52H SEE ELECTRICAL NOTES: qvi KITCHEN, PANTRY 4 DININ& IR
BATHROOMS, FOP, LED �_ - - -f s.- - EN-TANTRY-4-P Is IN6-. WP GI B_X�R REaffr_TA_CeLE_5
HOT TUB: RECEPTACLES, LI&HTS, Al 0FC1 I SE LECTRICAL III i:
PROVIDE A RECEPTACLE ON AN INVIVIDUAL BRANCH CIRCUIT 4 PROTECTEP BY A EXHAUST FANS 4 :,HEN, PANTRY 4 PININc, SEE ELECTRICAL NOTES: < LL
CpFCI BREAKER. CEC 650.11. LIOHTINr7 CONTROL. L REA5: FOR KITCHEN LI& 41 INC7, EXTERIOR RECEPTACLES.
HVA0 CONDENSING UNIT: e- _01� E FAN 4 6A LL z
SEE ELECTRICAL NOTES: APPLIANCE CIRCUITS 4' o <
PROVIDE 5O'X5O"CLEAR VNIORKSPACE Y4/220v ELECT. 015CONNECT 1 1 1 Ov VNIP (5FCI 7- TO ABOVE GI 1`4HOLE HOUSE FANS 4 lu
PROTECTED SERVICE RECEPTACLE P41THIN 25. CEC 210.62 4 0MC 5 10. LED LED COUNTERTOP RECEPTACLES
K-IrCRE N_,_F_A_b1T_9Y_ _4VIKIRil 9 E -A-5: CE
1.) K1T_r24ENJ..I0HTJNrp.: TOTAL Y4ATTA49E OF PERMANENTLY INSTALLED Ll ARE TO q)q I VACANCY F,
BE HI&H EFFICACY AS DEFINEV IN TABLE 150-C. EXMIRLOR-RE CIEPTA_,CLZ_S LED CeL_0_5F_T_5: 7CUPA SENSOR <
2.) SLAN NSULA: PROVIDE AT LEAST ONE &FCI RECEPTACLE AT THE ENO OF SEE ELECTRICAL NOTES: SEE ELECTRICAL SENSOR Lu 3:
THE COUNTER. CIEC 210.52 (C) (5) AND 2 10.5. EXTERIOR RECEPTACLES. 3 NOTES: CLOSETS. 4 TUBE Z
SMALJ,AFPLlANC_CjMCUtT PROVIDE TY40 OR MORE 20 -AMPERE SMALL
F -5:
APPLIANCE BRANCH CIRCUITS EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, CE L___'
GFC1 Wp F SEE ELECTI NO #
BREAKFAST ROOM, VININ& ROOM OR SIMILAR AREA TO SERVE ALL YNIALL AND EXHAUST FAN!r
I RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PEP, qr4 -1
25 LEV
CEC 210.52 (El Cs/Tv /Atm m NOTE: 1.) SEE &ENERAL NOTES: Lu lu
4J KITCHEN 4-PININ NTERTOPIRECIEPTACLES: SHALL BE INSTALLED AT VIEr4 OF KITCHEN SUPERIMPOSED HEATIN& 4 COOLIN&, HVAC
EACH Y4ALL COUNTER SPACE THAT 19 12"OR 1041PER. RECEPTACLE OUTLETS SHALL BE 0 0 �: k)
7 THE Y4ALL LINE 15 MORE THAN 24"MEASVP.EP ONTO SECOND FLOOR FOP, CONVENSIN(S UNIT.
INSTALLED 50 THAT NO POINT ALOII K .0, A : 2.) SEE ELECTRICAL NOTES:
S.) HORIZONTALLY FROM A REC�EIPTACLE OUTLET. CEC, 210.52 (W (1). TRIC NOTE TO ABOVE L16HITIN6 LOCATION CLARITY. HVAC CONVENSINC7 UNIT, 7. <
KITCH T - 15 AND 20 AMP, 120 VOLT P -TACLIES rAILL BE -a PK
EN -9 Of ECEf ar I
__COUNT7E ___ A11111=21mll SMOKE/C.O. RMS. OIL
PROTECTED. FAN1_rJ1L1;SH_T_- 2am lu
6.) KITCHEN RECEPTACLES V41THIN 6' OF A SINK MUST BE &FC1 PROTECTED. CEC' 210.52 SEE ELE L 4f ",1111I
(C)(2) 4 2 1 O.D. : CEILIN 3* _4I=======z1l 00)
LAUNDRY - 4 UTILITY ROOMS: FANS. 57GFC1 El LAUNPIRY-A-UTILITY ROOMS: I GI CL
1J LAUNDRY 4 UTILITY ROOM RECEPTACLE OUTLETS: SHALL BE SUPPLIED BY AT LEAST u SEE ELECTRICAL NOTES, A N
ONE 20 -AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS
PER CEC 2 10.1 1 (W (2). 2 LAUNDRY 4 UTILITY ROOMS. CHRISTMAS-1-45HT5- =31
SEE ELECTRICAL SEE ELECTRICAL J
2.) Pl OUTLET: PROVIDE 4-INIRE RECEPTACLE FOR DRYER PER CEC. PK I w NOTES: CHRISTMAS 104HOLE -HOUSE VENTILATION: NOTES: CHRISTMAS Cal
9.) THE MAIN LAUNDRY ROOM LI(SHT 15 TO 15E CONTROLLED BY A VACANCY SENSOR. LED Cc THE LAUNDRY EXHAUST FAN TO BE LI&HTS. < Lu
ALL L*HTl SHALL BE H16H EFFICACY. j USED FOR THE VNIHOLE HOUSE
4.) ALL RECEPTACLES ViITHIN b'OF A SINK MUST BE GFCI PROTECTED. CEC 210.52 (C) HVAC_a0NV..UNIT: LAMPL-HOLVER I OOM NOTES: VENTILATION REOUIREMENTS. SEE < <
SEE ELECTRICAL NOTES: ELECTRICAL NOTES: NHOLE HOUSE
(2)4210.6 1.) SEE 6ENERAL NOTES; 9 EATHR
HEATIN6 4 COOLIN6, HVAC AMPHO LED BATHROOMS. VENTILATION.
LAMI`I�VERS: CONDENSING UNIT. D VL <
ALL SHALL BE SECURELY SUPPORTED. A FIXTURE THAT VNIE161,15 MORE THAN & POUNDS OP, 2) SEE ELECTRICAL NOTES: Wp GI
EXCEEDS 16 INCHES IN ANY DIMENSION SHALL NOT BE SUPPORTED BY THE 5CREY4 SHELL HVAC CONVENSII UNIT. 30
OF A LAMP HOLDER PER 2015 CEC, 4 1 0.30(A). OUTLET BOXES SHALL NOT BE USEP AS -IIN :0 F_ X TE R. 10 R _"CEP TACeLE 5
LANDSCAPINIS7: LEV SEE ELECTRICAL NOTES:
- LANDSCAPE LlCvHTIN(S 4 IlON TIMER. (CONFIRM riITH OYNINER) Gl WP EXTERIOR. RECEPTACLES.
PROVIDE STUB FOP _J I
THE 50LE SUP'PORT FOR CEILIN6 (PAPPLE) FANS PER CEC SECTION 5 14.27 (A) 4 (P).
1_I(5HTIN6_: CHRISTMAS Il
1.) ALL INTERIOR 4 EXTERIOR STAIRY4AYS SHALL BE PROVIDII A MEANS To
U111P
SYMBOL
SPESCA1110TION
n JAV
ELECTRICAL METER, &AS METER,
SUEI DOOR CHIME, DOOR BELL,
THERMOSTAT, HOME ALARM
I AV CONTROL
M CO
E) G (9
CO/SMOKE, SMOKE 4 CO DETECTORS
ILLUMINATE THE STAIRS, LANDING 4 TREADS. CRC R.505,1.
CEILIN& FANS
GFC1 NOTES: CHRISTMAS
EXHAUST, EXHAUST F4/ HEAT LAMP,
EXHAUST Y41 L16HT,
EXHAUST Il Ill 4 HEAT
Y4ALL EXHAUST
C5 c5f7v C5E C6 C7 FTv1
Y. �z Y. 5 z Y
CABLE, CAT 5, CATS P4/ TV, CATSE, CAT6,
CATl, PHONE 4 TV JACKS
AFCO p (p p Wp GFCO GFI
p (p 9 (T
h --.h (p p
-1 1 O_V,0LT- AFCI, LON VOLTA&E, DUPLEX,
VFLEX SPLIT 1041RED, DUPLEX
)NEATHERPROOF, dl GFI, OUAPRAPLEX,
Sl DUPLEX NI SNITCH, SINC7LE ri/
5Y41TCH, TRIPLEX, TRIPLEX SPLIT VCREV
Q2
20 VOLT, THREE PHASE
CD CW Dw I CT H m I
Q `9 P Q (p "? 9 (P
SA 8(p TW TC W GD
9 T (p (p I
VRYER, VNIASHER, VISHNASHER, ELECTRIC
RANSE, 6AS COOKTOP, WOOD I VENT,
MICR.OriAVE, REFRIGERATOR, SAUNA,
STEAM, TOVNIEL INARMER, TRASH
COMPACTOR, 104HIRLPOOL 4 &AREI
DISPOSAL
D 4 A K L MIL OC
$ $ $ $ $ $ $
RC 111 3 31 T WP
$ $ $ $ $ $ $
510411TC AUTOMATIC POOP., 4 r4AY,
,HE$
AUDIO CONTROL, KEY OPERATED, LOVi
VOLTA&E, MULTI LI&HT, OCCUPANCY
SENSOR, REMOTE CONTROL, SIN&LE
POLE, SIN49LE POLE Y4/ DIMMER, 9 1113
V4AY DIMMER, TIMER 4 MEATHERPROOF
A-
0
VACUUM OUTLET
)NALL MOUNTED VACUUM SYSTEM
F:::9
C,AE]NET_M_a0TMP: PUCK, RECTAN6ULAR,
MOUNDED 4 TOE KICK L16HTIN6
0
R-1 0 0
CEILINC7 MOUNTEP. DUAL SPOT, TRIPOP
SPOT. 6' RECESSED, HEAT LAMP, Ill
VOLTAC7E, 2' MINI 4 4' RECESSED
COIN CHANDELIER, ELE&AND PENDANT,
RAINDROP CHANDELIER
4 SCROLL CHANDELIER
00
0
50INL PENDANT CHANDELIER, POUND
PENDANT CHANDELIER, CONTEMPORARY
SOINL CHANDELIER, MOROCCO PENDANT
CHANDELIER., FRARIE PENDANT
CHANDELIER 0 SCROLL El PENVANT
CHANDELIER
4#020
00
NOTES: CHRISTMAS
I
+ +
5 POP4N LIl ARTS 4 CRAFTS
CHANDELIER, Ell CHANDELIER,
CANDELABRA CHANDELIER,
CONTEMPORARY CHANDELIER,
CRAFTSMAN CHANDELIER, CRYSTAL
CHANDELIER, DOVER CHANDELIER,
FRANKLIN TRIPLE, Ill CHANDELIER,
5EA51ME CHANDELIER, SHAPED
CANDELABRA, SUSPENSION, TORCH
CHANDELIER, TRACK CHANVELIER, TRIPLE
CLASSIC, VINTAiSE CHANDELIER,
INE16HTED CHANDELIER, riEl
DOUBLE CHANDELIER,, MROU&HT IRON
CANDELABRA 4 Y4ROU6HT IRON
CHANDELIER,
EMER&ENCY EXIT 1-11614TING
4 EXIT 916NS
GARA&ES, LAUNDRY ROOMS AND UTILITY ROOMS SHALL BE Hl EFFICACY OP,
LI&HTS.
SURFACE MOUNTED FLUORESCENT
LJOHTINO:
2 1'x4a" (4) TUBE FIXTURE, 24'(2) TUBE
FIXTURE, 48'(2) TUBE FIXTURE
4 dI 6"(2) TUBE FIXTURE
SHALL BE CONTROLLED BY EITHER PIMMERS OR VACANCY SENSORS. CENC SECTION
RECESSED FLUORESCENTS:
SIMILIAR Y41 *R"IN FIXTURE.
HAN011407-FLUO _F_5r :NT
F r _LI6HT[Nro
LONS SHOP LICPHT 4 SHORT SHOP LlrvHT
1:50.0(K)17
0 0 1 @ 0
,0 TH vHTI1`46:
UTPOORPA _Ll -
SO CYLINDRICAL BOLLARD, SGUARE
LLARP, BOX LAMP, FLARE, PATH LIGHT,
PATH LI6HT - YNIIVE El SPOT LICPHT,
TULIP - SMALL 4 TULIP LAMP
0
0 0
7:
OUTDOOR 7HTINI
ACORN LAMP, BOX LAMP, COLONIAL 5
LAMPS, COLONIAL LAMP, FLAIR LAMP,
6LOBE LAMP, ORNATE LAMP,
SPHERICAL LAMP 4 STREET LANTERN
@
TRACK LI&HTIN&
BASIC 24',5A510 45', DUAL MAIL TRACK,
&OOSENECK TRACK, PAIL TRACK, TRACK
CHANDELIER
4 TRACK LIl HEAD
zm
r4ALL MOIJNTF-12 LtOkfffftriv�
VARIOUS SCONCES, SEMI -FLUSH MOUNTED
L16HTS, DUAL FLOOD, DUAL SPOT,
600SENECK DOUBLE SCONCE,
CSOOSENECK TRIPLE SCONCE, Sl
FLOOD 4 MOTION SENSOR FLOOD
1-46HT-BAll
LI&HT SAM HORIZONTAL
4 LI&HT BAR VERTICAL,
AIRCH E 1
30"X42"
NHILE EVERY ATTEMPT HAS
BEEN MADE IN THE
PREPARATION OF THIS PLAN
TO AVOID MISTAKES, THE
MAKER CANNOT OUARANTEE
A6AINS HUMAN
BUILDIN& CONTRACTOR
HOME ONNER TO REVIEN AND
VIl ALL DIMENSIONS,
SPECS, AND CONNECTIONS
BEFORE CONSTRUCTION
BE61I
TO MASTER BEDROOM ABOVE DRAPMN6 BY:
F -L TRICAL 5HALL_BEJR5TA4LF_V R THE 2015
EC
ALL -AS:
Y".m' LL -Y
-ARE
REFER. TO THE MANDATORY MEASURES FOR RESIVENTIAL LIl MEASURES 1 q YeAMO V LILEY ROAD
ATTACHED TO THE III COMPLIANCE DOCUMENTATION. THE LUMINARY FIXTURE TYPE CH 0, a sm Cl 5 q'I 9
OR CONTROL TYPE SHALL COMPLY YflTH THE MANDATORY ENEROY LI&HTIN(S Da D4 F_ XTER10A, _L10, HT15 LYNN57MIH 2 ATT.NfT
REOUIREMENTS THROU&HOUT.
ATTIC:
A PERMANENT 120 -VOLT RECEPTACLE OUTLET 4 A Ill FIXTURE SHALL BE INSTALLED,
NEAR ANY APPLIANCE P41TH THE LI&HT SINITCH LOCATED AT THE ENTRANCE OF THE ATTIC .01 0
ACCESS. CPC 505.4.5. 0 QFCI 0FC1 ENEM&Y CALCS BY:
BATHROOMS: qvi I* I W *OLDEN SUN
1.) 13A -5 SHALL HAVE &ROUND -FAULT CIRCUIT -INTERRUPTION LED - - - - - - - - -
ql LED
(&FV). CEC 2 1 O.O(A) LED 'A' III' -peal
2,) DAT-HP-OOMA--EafFTACL.E--O-UTLr:T$: SHALL BE SUPPLIED BY AT LEAST ONE 20- EXTEfP_lHT5 GFC1
MAX
AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PEP. CEC SEE ELECTRICAL LED SEE ELECTRICAL 2 TUBE
2 10.1 1 (C) (5). NOTES, LI&HTS. E-) (T E 910 M Z E f T A L F_ 5 NOTES: CEILIN(5 -1 1 RAMIREZ
5.) 5_ATHRO_0M_Lt6_H_T_5-- A MINIMUM OF ONE H16H EFFICACY LIGHTINC7 SHALL BE SEE ELECTRICAL NOTES: FANS. GFCO 0ARA-0FE
INSTALLED IN EACH BATHROOM. ALL OTHER Ll SHALL BE HI&H EFFICACY OR. SEE ELECTRICA NOTES:
EXTERIOR RECEPTACLES. SARAGE FOR
'Lr
CONTROLLED BY VACANCY SENSORS. CEC 1 SO.OKS GI Wp P :S"S f
4.) LLOHT-FIXTI IN_TU5 OR_5HO)4r=fZ_FNC ECEPTACLES, 6 RA&E
_I�OSUII TO BE LABELED "SUITABLE FOP, LED :NER V
VAMP LOCATION'PER CEC 4 10.10 (A) 4 (D). DOOR, OPENER, V VANCY
TOILET ROOMS: INSTALL FLUORESCENT OP. OTHER C.E.C. APPROVED Lf(5HTIN(5 EXTERIOR,il RICK PENNEY
FIXTURES IN ROOMS Y4ITH 114ATER CLOSETS. SEE ELECTRICAL �ALL
6.) BATHROOM IMIIALY-XHAUST FANS: C65C, 4.506 NOTES, I LAMP�140J, IRS: APPLICATIONS. 65NERAL
EC
AJ FANS SHALL BE 5NII SEPARATELY FROM Ll SEE ELEC AL NOT
SEE EL' 01 ERS.
BJ FANS SHALL BE RATED AT A MAXIMUM OF 1.0 SONE. 1: U LAMP H
W FANS SHALL BE ENER&Y STAR COMPLIANT AND BE PUCTEP TO TERMINATE I
S E C T t1r, A L' EC
OUTSIDE THE EVII 5T FANS. ]BATHROOM NOTES: 4 2 TUBE
V.) UNLESS FUNCTIONII AS A COMPONENT OF A V4HOLE HOUSE VENTILATION SYSTEM, III -
FANS MUST BE CONTROLLED BY A HUMIDITY CONTROL. SEE ELECTRICAL NOTES GI L
1 J HUMIDITY CONTROLS SHALL BE CAPABLE OF ADJUSTMENT SETViEEN A RELATIVE FANYVIJOHT: q1N BATHI E ECTRICAL NOTES: VACANCY
HUMIDITY RAN&E OF LESS THAN 50% TO A MAXIMUM OF 50%. A HUMIDITY SEE ELECTRICAL LED 5 1C.O. ALARMS. 4 SENSOR
CONTROL MAY UTILIZE MANUAL OP, AUTOMATIC MEANS OF ADJUSTMENT. -1 NOTErw-rEILIN& /1" 1 LEV
2.) A HUMIDITY CONTROL MAY BE A SEPARATE COMPONENT TO THE EXHAUST FAN 4 LED FAN cc D C51TV GFCO
19 NOT REOURED TO BE INTE6RAL (BUILT-IN). N q I wp g L 11
5ATHROOM NOTE: FOP, THE PURPOSES OF THIS NOTE, A BATHROOM IS A ROOM C5/Tv LED F_x_TaRIOR1:zEC=- CLES GFC1I r
VNIHICH CONTAINS A BATHTUB, SHOYNIER OP. TUB/5HOVIEP, COMBINATION. Q
W?
G
� F.C-LE
cc SEE ELECTRICAL NOT 5:
ADDITIONALLY, LI&HTING INTE&RAL TO BATHROOM EXHAUST FANS SHALL COMPLY qvi GI EXTERIOR PECEPTACIES.
V41TH THE CALIFORNIA IENER&Y CODE. LED EXTERIOR AE(�E A"E5 GFCI OFC1 Ol FCI GFCI EXTERI0MJJ&HT_5
CEILIN6 FAN5: I�A Ill SEE III R -A. N SEE ELECTRICAL
r-EfLIN6 FANS ri/1_16HT: FLORESCENT V4/ S1141I OR INCANDESCENT Y41 DIMMER SF41TCH. SEE EL I EXTERIOR RECEPTACL S. 30 ------- OTE5, I
MAINTAIN 56'r-LEARANCE FROM ANY FIRE SPRINKLER. LAMP HOIJ Wp GFCI abri 2 TUBE
ALL SHALL BE SECURELY SUPPORTED. A FIXTURE THAT VIE16149 MORE THAN & POUNDS SENSOR i GFCO :o 2 TV5E D 0
OR, EXCEEDS 1 & INCHES IN ANY DIMENSION SHALL NOT BE SUPPORTED BY THE SCREF4
SHELL OF A LAMP HOLDER PER 2015 CEC 4 1 0.90(A). OUTLET BOXES SHALL NOT BE
USED AS THE SOLE SUPPORT FOR CEILING (PADDLE) FANS PEP, CEC SECTION 3 14.21
(A) �4 (D). D 4 QQ DO
LED
LED sv>ell
CHRISTMAS LI&HTS:
F LECTRII NOTE
CHRISTMAS LIl RECEPTACLES: PROVIDE OUTLET NEAR TOP PLATE, SY41TCHED AT AB
FRONT DOOR - Y4P16Fr_1 PROTECTED. qy4 SMOKI Alms. G 11 F4 5 M 0_15 F_ C,- O_ A] - A R R -S -
CLOSIETLIC71-ITS: LED LEO SEE ELECTRICAL NOTES;
CLOSETS Ll PEP, C.E.0- . . . . . . . . . . . . . . . . . . . . SMOKE/C.O. ALARMS.
ELECTRICALP-15.00NNECT: GFCI
qF4
A MECHANICAL ELECTRICAL DISCONNECT 4 A SERVICE RECEPTACLE SHALL BE LED EXTERIOR -I 30
PROVIDED Y41THIN 25'OF THE A MECHANICAL UNIT. CEO 210.65 4 r -Mr- 3 10. 1. '1104 SEE ELECTRICAL qH q SEE ELECTRICAL
III LED NOTES, L16HTS. LED Le NOTES, LI&HT; qpj
ENTRY: E X TE R I 09�Il E F1 TA. r__L E S LED E.V. CHA
AN ENTRY THAT 19 NOT PART OF A HALLF4AY IN ACCORDANCE Y41TH CEC 210.52H 4 THAT R&ING STATION LOCATION
HAVE AN AREA SPIREATER. THAN 60 SFOT SHALL HAVE A RECEPTACLE(S) LOCATED IN SEE ELECTRICAL NOTES;
EACH YNIALL SPACE 5'MORE IN 104IDTH 4 UNBROKEN BY POOR.104AYS, FLOOR-TO-CEILI EXTERIOR RECEPTACLES. GI THESE PLANS HAVE
VNINDO104S OP, SIMILAR OPENIN&S. CEC 210.5 21.
GFC1 WP BEEN REVIEriEV
EXHAUST FANS: LED 26IM4
EX_HAV5T_FAN5; PROVIDE A MIN. OF 50 CFM FANS (20 CFM FOR CONTINUOUS 2 TUBE ONLY FOR
VENTILATION) IA4ITH BACKDRAFT PAMPERS AT ALL EXHAUST FANS. C(55C 4.506. 30 COMPLIANCE V41 H
III ENA-15ATHRO-0 M -FANS: TO INCLUDE THE MAXIMUM SONE RATING REOUIREMENTS. I DM COOP, CHIME ATTACHED
EXTERIORRECEPTACLES: LOCATION qIN STRUCTURAL
LEV
I J EXTERIOR RECEPTACLES: ALL OUTDOOR RECEPTACLES SHALL BE NP/61`0 01104 CALCULATIONS.
PROTECTED. CEC ART. 210.52(F-)(1) 4 2 1 O.D. TO ABOVE TO A OVE CE
2.) PROVIDE AT LEAST ONE RECEPTACLE AT THE FRONT 4 BACK OF THE VriELLIN(S. CEC FAR Y4 11 111 Cm LED
SEE EL12 CAC
5.) 210.52E1 - M 6AR-AOIE-NOTF-5: THE EN&INEER'S
BALCONIES, PECKS 4 PORCHES THAT AREA ACCESSIBLE FROM INSIDE THE PYiELLIN6 NOTES: EILfN(9 STAMP ON TH15
UNIT SHALL HAVE AT LEAST ONE Y4EATHERPIROOF CvFr_I RECEPTACLE INITHIN THE FANS. SEE ELECTRICAL NOTES: GFCI SEE ELECTRICAL NOTES;
PERIMETER OF THE BALCONY, PECK OR PORCH. CEC 210.52E5 SMOKE/C.O. ALARMS. \-7 3:) VACANCY 6ARA6E. PLAN 15 VALID
SENSOR ONLY r4ITH A
EV OHAROERS: LED 4 LETTER 516NEV BY
• LISTED RAr-EY4AY SHALL BE INSTALLED TO ACCOMMODATE SEEELECT ALNOTII D z TH15 EN61NEER FOP,
• DEDICATED 206/240 -VOLT BRANCH CIRCUIT MHICH SHALL ORI&NATE AT THE MAIN LAMP HO ERS. 2104 4
SERVICE OR SUB PANEL AND SHALL TERMINATE INTO A LISTED CABINET, BOX OP, OTHER PK EACH UNIGUE BUILD.
ENCLOSURE TO FACILITATE THE FUTURE INSTALLATION AND USE OF ELECTRIC VEHICLE
(Il CHARC71I THE RACEF4AY SHALL NOT BE LE55 THAN I INCH INSIDE DIAMETER AND D G 30,
SHALL BE CONTINUOUS AT ENCLOSED, INACCESSIBLE, OR CONCEALED AREAS AND 211
SPACES. THE SERVICE PANEL AND/Olk SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL T, RMa5TAT. PK
A 40 -AMPERE MINIMUM BRANCH CIRCUIT. THE RACEY4AY TERMINATION LOCATION SHALL - M L 5er F.LECTRICAL
OKF -A A N 30
BE PERMANENTLY ANP VISIBLY MARKEP AS *EV CAPABLE". C -69I 4.106.4.1 9 ELECTRICAL NOT :
SMO 10.0. ALARMS TH RMOSTAT L T q ri
(:�!_ARAOE: RRUPTION (ISFal) CE LED 28N 26IN
BATHROOM RECEPTACLES SHALL HAVE &ROUND -FAULT CIRCUIT-INTE TUISE 2 TUBE _J
CII 2 1 Oh(A) GI XTERIOR-1-161IT5
GARA&E POOR OPENER SHALL BE LISTED IN ACCORDANCE Y41TH UL 52S. CIRC RS0q.4 4 GFP E ELECTIRCAL
HEALTH 4 SAFETY CODE SECTIONS 1 cl 5 q 0 4 1 q 5 q 1. A TES, LUSHTS.
LIOH-T-51NITCHES TO HAVE VACANCY SENSOR_ LI&HTS TO BE 1-11614 EFFICACY. CEC 150.0 OFC1 m GFCO GI Gl GI
W(b). CUPANCY THEM 0 AT- IMP
0ARACv5_ftREY4ALL- PROVIDE A 24'SEPARATION BETViEEN RECEPTACLE 4 51NITCH ENSOR LED SEE ELTI -1
BOXES IN THE FIREI (BOXES IN SEPARATE STUP SAYS ARE ACCEPTABLE)ALL 30 1 -'ll .0
NOTES:
OUTLET OR RECEPTACLE BOXES LOCATED ON OPPOSITE SIDES OF THE OCCUPANCY TO ABOVE .0 THERMOATAT
SEPARATION BETINEEN THE &ARAOSE AND THE RESIDENCE MILL BE SEPARATEV BY A 30 -4 LED d.P GI
HORIZONTAL DISTANCE OF NOT LESS THAN 24* OP, FULLY BLOCKED TO SEPARATE. GFC1 4111
_0NIE�iSFCI_1RF0Er TJI IN ADDITION TO THOSE FOR SPECIFIC EOUIPMENT, SHALL HAUST-FAN: SEE 6ENERAL NOTES, il�H 9 MT -MA -5 _L 16 H_T5: 7
TA""V LED
BE INSTALLED IN EACH ATTACHED OR DETACHED &ARACSE. CEC 210.526 1 5 ELECTRICAL NOTES: I�L05VTS- S- <
EX UST FANS. UTIL TIES, ELECT. SEE ELECTRICAL
NOTES: CLOSETS. qvi LED SERVICE. NOTES: CHRISTMAS 0 <
HALL)NAY: SEE ELECTRICAL EL a 2
HALLY4AY5 OF 1 O'OR MORE IN LEN(STH SHALL HAVE AT LEAST ONE RECEPTACLE OUTLET. SEE ELECTRI L TES: ELECTRICAL NOTES: L16HTS.
5 A TH R 0 0 M -N-0 TE 5: SIl PICALLI&HTIN& SERVICE PA LED VfSCONNEC SERVICE PANELS.
CEC 210.52H SEE ELECTRICAL NOTES: qvi KITCHEN, PANTRY 4 DININ& IR
BATHROOMS, FOP, LED �_ - - -f s.- - EN-TANTRY-4-P Is IN6-. WP GI B_X�R REaffr_TA_CeLE_5
HOT TUB: RECEPTACLES, LI&HTS, Al 0FC1 I SE LECTRICAL III i:
PROVIDE A RECEPTACLE ON AN INVIVIDUAL BRANCH CIRCUIT 4 PROTECTEP BY A EXHAUST FANS 4 :,HEN, PANTRY 4 PININc, SEE ELECTRICAL NOTES: < LL
CpFCI BREAKER. CEC 650.11. LIOHTINr7 CONTROL. L REA5: FOR KITCHEN LI& 41 INC7, EXTERIOR RECEPTACLES.
HVA0 CONDENSING UNIT: e- _01� E FAN 4 6A LL z
SEE ELECTRICAL NOTES: APPLIANCE CIRCUITS 4' o <
PROVIDE 5O'X5O"CLEAR VNIORKSPACE Y4/220v ELECT. 015CONNECT 1 1 1 Ov VNIP (5FCI 7- TO ABOVE GI 1`4HOLE HOUSE FANS 4 lu
PROTECTED SERVICE RECEPTACLE P41THIN 25. CEC 210.62 4 0MC 5 10. LED LED COUNTERTOP RECEPTACLES
K-IrCRE N_,_F_A_b1T_9Y_ _4VIKIRil 9 E -A-5: CE
1.) K1T_r24ENJ..I0HTJNrp.: TOTAL Y4ATTA49E OF PERMANENTLY INSTALLED Ll ARE TO q)q I VACANCY F,
BE HI&H EFFICACY AS DEFINEV IN TABLE 150-C. EXMIRLOR-RE CIEPTA_,CLZ_S LED CeL_0_5F_T_5: 7CUPA SENSOR <
2.) SLAN NSULA: PROVIDE AT LEAST ONE &FCI RECEPTACLE AT THE ENO OF SEE ELECTRICAL NOTES: SEE ELECTRICAL SENSOR Lu 3:
THE COUNTER. CIEC 210.52 (C) (5) AND 2 10.5. EXTERIOR RECEPTACLES. 3 NOTES: CLOSETS. 4 TUBE Z
SMALJ,AFPLlANC_CjMCUtT PROVIDE TY40 OR MORE 20 -AMPERE SMALL
F -5:
APPLIANCE BRANCH CIRCUITS EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, CE L___'
GFC1 Wp F SEE ELECTI NO #
BREAKFAST ROOM, VININ& ROOM OR SIMILAR AREA TO SERVE ALL YNIALL AND EXHAUST FAN!r
I RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PEP, qr4 -1
25 LEV
CEC 210.52 (El Cs/Tv /Atm m NOTE: 1.) SEE &ENERAL NOTES: Lu lu
4J KITCHEN 4-PININ NTERTOPIRECIEPTACLES: SHALL BE INSTALLED AT VIEr4 OF KITCHEN SUPERIMPOSED HEATIN& 4 COOLIN&, HVAC
EACH Y4ALL COUNTER SPACE THAT 19 12"OR 1041PER. RECEPTACLE OUTLETS SHALL BE 0 0 �: k)
7 THE Y4ALL LINE 15 MORE THAN 24"MEASVP.EP ONTO SECOND FLOOR FOP, CONVENSIN(S UNIT.
INSTALLED 50 THAT NO POINT ALOII K .0, A : 2.) SEE ELECTRICAL NOTES:
S.) HORIZONTALLY FROM A REC�EIPTACLE OUTLET. CEC, 210.52 (W (1). TRIC NOTE TO ABOVE L16HITIN6 LOCATION CLARITY. HVAC CONVENSINC7 UNIT, 7. <
KITCH T - 15 AND 20 AMP, 120 VOLT P -TACLIES rAILL BE -a PK
EN -9 Of ECEf ar I
__COUNT7E ___ A11111=21mll SMOKE/C.O. RMS. OIL
PROTECTED. FAN1_rJ1L1;SH_T_- 2am lu
6.) KITCHEN RECEPTACLES V41THIN 6' OF A SINK MUST BE &FC1 PROTECTED. CEC' 210.52 SEE ELE L 4f ",1111I
(C)(2) 4 2 1 O.D. : CEILIN 3* _4I=======z1l 00)
LAUNDRY - 4 UTILITY ROOMS: FANS. 57GFC1 El LAUNPIRY-A-UTILITY ROOMS: I GI CL
1J LAUNDRY 4 UTILITY ROOM RECEPTACLE OUTLETS: SHALL BE SUPPLIED BY AT LEAST u SEE ELECTRICAL NOTES, A N
ONE 20 -AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS
PER CEC 2 10.1 1 (W (2). 2 LAUNDRY 4 UTILITY ROOMS. CHRISTMAS-1-45HT5- =31
SEE ELECTRICAL SEE ELECTRICAL J
2.) Pl OUTLET: PROVIDE 4-INIRE RECEPTACLE FOR DRYER PER CEC. PK I w NOTES: CHRISTMAS 104HOLE -HOUSE VENTILATION: NOTES: CHRISTMAS Cal
9.) THE MAIN LAUNDRY ROOM LI(SHT 15 TO 15E CONTROLLED BY A VACANCY SENSOR. LED Cc THE LAUNDRY EXHAUST FAN TO BE LI&HTS. < Lu
ALL L*HTl SHALL BE H16H EFFICACY. j USED FOR THE VNIHOLE HOUSE
4.) ALL RECEPTACLES ViITHIN b'OF A SINK MUST BE GFCI PROTECTED. CEC 210.52 (C) HVAC_a0NV..UNIT: LAMPL-HOLVER I OOM NOTES: VENTILATION REOUIREMENTS. SEE < <
SEE ELECTRICAL NOTES: ELECTRICAL NOTES: NHOLE HOUSE
(2)4210.6 1.) SEE 6ENERAL NOTES; 9 EATHR
HEATIN6 4 COOLIN6, HVAC AMPHO LED BATHROOMS. VENTILATION.
LAMI`I�VERS: CONDENSING UNIT. D VL <
ALL SHALL BE SECURELY SUPPORTED. A FIXTURE THAT VNIE161,15 MORE THAN & POUNDS OP, 2) SEE ELECTRICAL NOTES: Wp GI
EXCEEDS 16 INCHES IN ANY DIMENSION SHALL NOT BE SUPPORTED BY THE 5CREY4 SHELL HVAC CONVENSII UNIT. 30
OF A LAMP HOLDER PER 2015 CEC, 4 1 0.30(A). OUTLET BOXES SHALL NOT BE USEP AS -IIN :0 F_ X TE R. 10 R _"CEP TACeLE 5
LANDSCAPINIS7: LEV SEE ELECTRICAL NOTES:
- LANDSCAPE LlCvHTIN(S 4 IlON TIMER. (CONFIRM riITH OYNINER) Gl WP EXTERIOR. RECEPTACLES.
PROVIDE STUB FOP _J I
THE 50LE SUP'PORT FOR CEILIN6 (PAPPLE) FANS PER CEC SECTION 5 14.27 (A) 4 (P).
1_I(5HTIN6_: CHRISTMAS Il
1.) ALL INTERIOR 4 EXTERIOR STAIRY4AYS SHALL BE PROVIDII A MEANS To
U111P
"I SEE ELECTRICAL
0
ILLUMINATE THE STAIRS, LANDING 4 TREADS. CRC R.505,1.
GI
GFC1 NOTES: CHRISTMAS
2.) SPACES USED FOP. STOI OP. CONTAINII EGUIPMENT REOUIRIN6 9IERVICl
CHRISrMAS__I_t6RT__5:
LIONTS.
CHRISTMAS I
DOOR BELL
LOCATION
SHALL BE PROVIDED Y41TH Ll CEC 2 1 O.'7O.A5.
SEE ELECTRICAL
SFF_ FLECTRICAL
5.) LIGHTING INSTALLED IN ROOMS OP, AREAS OTHER THAN IN KITCHENS, BATHROOMS,
NOTES: CHRISTMAS
NOTES: CHRISTMAS
GARA&ES, LAUNDRY ROOMS AND UTILITY ROOMS SHALL BE Hl EFFICACY OP,
LI&HTS.
LiSHTS.
SHALL BE CONTROLLED BY EITHER PIMMERS OR VACANCY SENSORS. CENC SECTION
LED
1:50.0(K)17
EXTERIOR-Liell
4.) ALL 1_16HTING SHALL BE HI&H EFFICACY.
SEE ELII_
IRF-Cf-f�TACLES-
5 EE-ELM(,:�T-91 CAL_R0T]E_5_-�
qvi
LED NOTES, LhSHTS.
ALL 125 -VOLT, SINGSLE PHASE, 15 AND 20 -AMP RECEPTACLES SHALL BE LISTED
'ALL AREAS"FOR
TAMPER-RESISTANT RECEPTACLES. GEC ART. 406.12.
MANDATORY MEASURES.
LIVABLE AREAS: IN EVERY KITCHEN, FAMILY ROOM, VININ6 ROOK LIVIII ROOM, PARLOR,
LIBRARY, PEN, SUNROOK 511EPROOK RECREATION ROOM, OP, SIMILAR ROOM OP, AREA
r;X_Tf_RI0A_LI6+_4TINCv:
OF VINELLIN6 UNITS, RECEPTACLES SHALL BE INSTALLEV SUCH THAT NO POINT
SEE ELECTRICAL NOTES:
MEASURED HORIZONTALLY ALON& THE FLOOR LINE OF ANY)NALL SPACE 15 MORE
LiSHTINrv.
THAN & FEET FROM A RECEPTACLE OUTLET. CEC 2 10.5 2A.
HALLYMYS: HALL)NAYS OF 10 FEET OR MORE IN LENCTH SHALL HAVE AT LEAST ONE
RECEPTACLE OUTLET. CEC 210.52H.
I" : RECIE a ESS
OAT-WROOMS. 6ARA&F-5-t A LP -5 PTA L HALL HAVE
C71ZOUND-FAULT CIRCUIT -INTERRUPTION (6FC0 Y4HEN INSTALLED IN BATHROOMS,
(&AI AND AL50 ACCESSORY BUILPIN&S THAT HAVE A FLOOR LOCATED AT OR
El &RAVE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO
Owl:
STORA&E AREAS, V40RK AREAS, ANP AREAS OF SIMILAR USE), OUTDOORS, CRAF4L
SPACES, UNFINISHED BASEMENTS, AND BOATHOUSES. CEC ARTICLE 2 1 O.D(A)
BRANCH 011I PROVIDE AMC -FAULT 6ROUNP-FAULT CIRCUIT-INTERRUIPTER, SCALE: 1/4" - V-0"
PROTECTION TO ALL 120 -VOLT, SIN&LE PHASE, 15 4 20 -AMP BRANCH CIRCUIT5
SUPPLYII OUTLETS. CEO ART. 210.12 (A). ELECTRICAL SHALLBE_
5ERVICE-FANE49: KSTALL= - HE 15 0 E.C.
FJM_T -F-2-0--f
1.) MAIN ELECTRICAL SERVICE: PROVIDE 200 AMP. VERIFY LOCATION OF MAIN 4 SUB
PANEL
2) ELECTRICAL PANEL 4 SUBPANELS &ROUNDIN& SHALL COMPLY Y41TH CEC 2 50.5 2.
PROVIDE SEPARATE &ROUNVIN6 V41ME TO EACH PANEL FROM MAIN ELECTRICAL
SERVICE ENTRANCE PANEL
9) PROVIDE READILY ACCESSIBLE CAPABILITY TO CIRCUIT EMEAKERS, DISCONNECTS,
FUSES, SHITC HE$ 4 THEIR ACCESSORIES. CENTER OF THE SUE, PANEL (SMIF, NOT MORE
THAN V-71" ABOVE FLOOR. C -EC 404.6
4.) LABEL CIRCUIT BREAKERS, DISCONNECTS, FUSES, SY41TCHES 4 THEIR ACCESSORIES TO
IDENTIFY THEIR LOCATION AND/OR EOUIPMENT.
5.) COMPLY r4ITH CEr,2 50.114 4 500.1 OO(B) REGUIREMENTS FOP, &ROUNVINS 4 SONDINC7.
6.) PROVIDE INTERSYSTEM Ell ELECTRODE iI CONNECTS AT LEAST 5
&ROUNVINS OP, El CONDUCTORS. REOURED FOP, COMMUNICATION SYSTEMS
INSTALLED EXTERNALLY AT THE SERVICE ENTRANCE PANEL. CEC 9500.1 OO(B) 4 CEC
25OA4.
SMOKE/C.0. DETECTORS:
1 J SMOKE DETECTORS: PROVIDE A SMOKE DETECTOR IN EACH BEPROOK
2J SMOKM/CARBON MONOXIDE ALARMSi PROVIDE A HAR17441RED SMOKE 4 CARBON
MONOXIDE ALARM P41TH BATTERY BACK-UP IN HALL)NIAY5 IN THE IMMEDIATE VICINITY
OF BEDROOM$ 4 ON EACH FLOOR OF THE DY4ELLIN&. CARBON MONOXIDE ALARM5
SHALL BE LISTED A5 COMFLYII $NITN UL 2054 4 BE INSTALLED 4 MAINTAINED IN
ACCORDANCE Y41TH NFFA'720 4 THE MANUFACTURER'S INSTRUCTIONS. CRC RS 1 S.
A.) SMOKE 4 CARBON MONOXIDE ALARMS ARE TO BE INTERCONNECTEP IN SUCH A
MANNER, THAT THE ACTIVATION OF ONE ALARM INILL ACTIVATE ALL OF THE
ALARMS.
B.) FOR BEST RESULTS, USE DUAL IONIZATION 41 PHOTOELECTRIC SENSOR SMOKE
ALARMS.
THERMOSTATS:
THERMOSTATS: SHALL BE PROiSRAMMABLE TYPE r4ITH SETBACK CONTROLS.
ViHOLE, BUILDINC7 V 1] N:
FNT[L� -0-
I RESIDENTIAL KITCHEN LIGHTING WORKSHEET WS -5R
Project Title
1521 rA9ATIrzMr'0 VFZWF-, 0HIC,0, 0A
Date
q/25/201 b
Q z <
Z Lu U,
Luu Lu
> ul
Lu Z _J
LD -3
1 13
3: Lu Ill
-1 -1
iL- K K Lu Lu
LIVABLE:
10fan-'15.q(&0U_NDfD O'T4CFM) 1 2 q 10 SqFt 1 ST FLR
__1_$4 SqFt 2NO FLR
5644 SqFt TOTAL
6ARAISE:
805 sqFt
PERMIT
BUTTE COUNTY D6ELOPMENT SERVICES PATIO:
REVIEWED FOR 1 c12 5qFt FRONT
CODE COMPLIANCE 6 14 SqFt PEAK
PATC-17-R-4U. B 506 5qFt TOTAL
VNIHOLE El VENTILATION: ONE OF THE BATHROOM EXHAUST FANS, AS THE DATE:
GUALIFYIN& 104HOLE-SUILDINCS VENTILATION FAN, SHALL COMPLY Y41TH THE FOLLO)NINCV:
1.) A MINIMUM CFM RATIN6 OF '15 C_FM. 11/25/2016
2.) BE RATED A MAXIMUM OF 1.0 SONE.
3.) THE CONTROL SI`4ITCH MUST BE LABELED AS THE AHOLE-BUILVINS VENTILATION 9 SCALE:
FAN SHOULD OPERATE V4HENEVER THE HOME 19 OCCUPIED.
SHO)N
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INHOLE HOUSE FANS: PROVIDE INSULATED LOUVER5 OR COVERS (MIN. R-4.2) INHICH
CLOSE V4HIEN THE FAN 15 OFF.
LAST UPDATED: cl/25/201 voj(00
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11/25/2016
SCALE:
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_ UMM -
MAX RAMIREZ GOLDEN SUN DESIGN ENERGY GALLS 5 IT STRUCTURAL DESIGN STRUCTURAL ENGINEER
_ OYNINE : A ONZO u COURTNEY
XB Plans\Alonzo Alcantar BGGG -SLAB -»-•... _
RICK DENNEY GENERAL CONTRACTOR � � y \Alcantar ResidenceJayout LYNN SMITH DRAFTING
221 84 SAMSON AVENUE GORNINCALIFORNIA3 RIO LINDO AVENUE #200 GHIGO GA 45426
„� :, �,. 6, GAL FORNIA 4602 1 _ ,a �--.� OWNER. ALONZD d COURTNEY ALGANTAR
(590) 515-5356 CELL 1 9q SYCAMORE VALLEY ROAD
530 -1
PHONE. (530) 321-1242 CELL . ;.... ( ) 5 2 4401 WORK _
�530 510 3269 HI5 G
�( ) ELL
��w11 A 1 GHIGO GA 45 413
EMAILADDRESS: MaxoGadMama.com EMAIL ADDRE55: R Iando5ummitGhico.com
!ea°�earoeae (590) 841-0565 WORK
1 y EMAIL ADDRE55. AAlcantaroSJM.com
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DRAPTINO BY:
B. CA CSBC, 4.505.2.1 A CAPILLARY BREAK SHA,LL BE INSTALLED IN (5LAZINC7: PLUMBING: MUTES: C,
OMPLIANCE INITH AT LEAST ONE OF THE FOLLOAIN6: 1.) A 4' THICK (1 0 1.6 RNRN) BASE OF L/ZINCH (1 2. MM) OP. LARGER CLEAN HAOITAISLE.-ROOMS: EXTERIOR &LAZED OPENIN65 FOP, NATURAL LIGHTING SHALL BE A HOSE BIBB$: INSTALL NON -REMOVABLE SACKFLOM PREVENTION DEVICES. CPC 609.5.. ELECT-SERWICE: (CONFIRM LOCATION) AGGREGATE SHALL BE PROVIVED Y41TH A VAPOR RETARV)ER IN DIRECT MINIMUM OF 896 OF THE ROOM FLOOR AREA. ARTIFICIAL LIGHTING MAY BE USED IN LIEU OF REMODELS: FOR ALTERATION5 OR IMPROVEMENTS TO 51146LE-FAMILY RESIDENCES, AS 1.) PROVIDE 20OAMP SERVICE, LOCATED AT LEAST 5 WFIROM THE NEAREST POOR OP. asb5
ATTIC: NATURAL LIGHTING. CRO R505.1 OPENABLF VENTILATION AREA SHALL BE 4% OP, MORE A CONDITION FOR ISSUANCE OF A CERTIFICATE OF OCCUPANCY OR FINAL PERMIT AINVOA. CONTACT Y41TH CONCRETE 4 A CONCRETE MIX DESIGN, AHICH AILL ADDRESS OF THE ROOM FLOOR AREA. IF LIEU OF EXTERIOR OPENINGS, A MECHANICAL VENTILATION APPROVAL, THE PERMIT APPLICANT SHALL REPLACE ALL NON-COMPLIANT PLUMBING 2.) CANNOT BE LOCATED ADJACENT TO A BEDROOM OR CLOSET. I cl yrAmo A' E ROAD
-AT_TIC,_A"E_S5; ATTIC AREAS HAVING A CLEAR HEIGHT OVER 90"SHALL BE SLEEPING, SHRINKAGE, 4 CURLING, SHALL BE USED. FOR ADVITIONAL CHIC0, CA XIA q17S
PROVIDED AITH A 22"XBO'MINIMUM 51ZE OPENING. CRC R501.1 4 CMC qO4.1 0. THE INFORMATION, SEE AMERICAN CONCRETE INSTITUTE, ACI 502.2R-06. SYSTEM MEETING CMC REQUIREMENTS MAY BE PROVIDED. CIRCIR503.1 FIXTURES V41TH 104ATER-CON51ERVINS PLUMBING FIXTURES. CA SENATE BILL 4017. 3.) NO FOUN17ATION OR ATTIC VENT AITHIN 1 O'VERTICALLY AND 3'HORIZONTALLY. Ly ITH NET
ACCESS SIZE SHALL BE AT LEAST AS LARGE AS THE LARGEST ATTIC APPLIANCE. THE 2J OTHER EQUIVALENT METH005 APPROVED BY THE ENFORCING AGENCY. NEXT TO DOORS: SAFETY 6LAS515 REGUIREP AHEN A]THIN A 24'ARC, OF EITHER AATER 5OFTNER.5: PROVIDE 5/4"PIPE CONNECTION. CPC 6 1 1.4. 4.) CENTER OF METER READOUT TO BE AT A HEIGHT OF 4 WMINIMUM TO *7 5"MAXIMUM.
ACCESS SHALL BE LOCATED IN A HALLAAY OP. OTHER READILY ACCESSIBLE SJ A SLAB DES16N SPECIFIED BY A LICENSED DESIGN PROFESSIONAL. VERTICAL EDGE OF A DOOR IN THE CLOSED POSITION. R.305.4.2. ROPf_NT PROOFING: (CONFIRM LOCATION) LOCATION. L. a -5AFETY-61-ASS IS REQUIRED IF RE�MET: - -------- 1.) PROVIDE AT LEAST 56'FIROM GAS MISER TO ELECT. SERVICE. PA C. MOISTURE CONTfNT_O"UILVIN6 -MATERIALS: C6136 4.505.5 BUILDING MATERIAL5 1.) EXPOSED AREA OF INDIVIDUAL PANE IS LARGER THAN cl SQUARE FEET; fPOV5NT_PjZ_0aF_1N0: ANNULAR SPACES, AROUND PIPES, ELECTRIC CABLES, CONDUITS OR S$AOEMAY: A 24"AIVE SOLID PA55A6EAAY FROM THE ACCESS ENTRANCE AITH V1515LE SIGNS OF INATER DAMAGE SHALL NOT BE INSTALLED. AALL I FLOOR 2.) THE BOTTOM EDGE 15 LE55 THAN 1 b"ABOVE THE FLOOR; OTHER OPENINGS IN SOLE/BOTTOM PLATES AT EXTERIOR AALLS SMALL BE PROTECTED 2.) NO AINDOA OR VENT AITHIN 36* HORIZONTALLY 4 1 O' VERTICALLY. TO THE APPLIANCE. FRAMING SHALL NOT BE ENCLOSED AHEN THE FRAMING MEMBERS EXCEED 1 q9b AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS AITH CEMENT ViALLS: LENOTH: AHERE THE PASSA&EAAY 19 LE55 THAN VIN HEIGHT, THE DISTANCE TO MOISTURE CONTENT. MOISTURE CONTENT SHALL BE VERIFIED IN COMPLIANCE INITH THE 5.) THE TOP EDGE 19 MORE THAN 5 WABOVE THE FLOOR; MORTAR, CONCRETE MASONRY OR A 51MILAR METHOD ACCEPTABLE TO THE ENFORCING 5TO ENE R�Y 7AL.(:,s BY:
THE APPLIANCE SHALL NOT EXCEED 20'IN LENGTH. CFC, 505.4. 1. 4.) A AALKIN(S SURFACE IS AITHIN 5 &'FROM THE GLAZING MEASURED HORIZONTALLY IN A _Nf__yZNME -9 AOOL;) 5 UPS
_M 0
_ Vf - M FOLLOAING: STRAIGHT LINE. CR6 306.4.3 AGENCY. C -613C, 4.406 1. ATTACH 2 LAYERS OF NO. 15 FELT, COMPLYING A/ A5TM P 226 FOP, TYPE I FELT, TO 6 N
60 PROVIDE CONTINUOUS AATER-RESISTIVE BARRIER. OLDEN SU
RKSEAC,E: A SO'X5O*AORKIN& PLATFORM TO BE SUPPLIED AT THE A. MOISTURE CONTENT SHALL BE DETERMINED V41TH EITHER A, PROBE -TYPE OP. 5AFETY-OLA55 IS REQUIRED AT GLASS IN AALLS, ENCLOSURES OP, FENCES CONTAINING ROOF 4 _ILINIS: 0 ISN5
SERVICE 51PE OF THE APPLIANCE. CPC, 505.4 -jr.,F CONTACT -TYPE MOISTURE METER. EQUIVALENT M015TURE VERIFICATION .0 ATT1C VENTILATION: ATTIC,5 4 ENCLOSED RAFTER 5PACE5 SHALL HAVE CROSS OR FACING HOT TUBS, SPAS, AHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, 1 J RAPJANT-BAKIRIER SHEATHING: AHEN RADIANT BARRIER SHEATHING 15 REQUIRED, 2. ATTACH 2"x2" 0.0625 INCH ZINC-COATEP OP. NON-METALLIC COATED AIRE MESH METHODS MAY BE APPROVED BY THE ENFORON6 AGENC 4 SHALL SATISFY SHOINERS 4 INDOOR OR OUTDOOR POOLS AHERE THE BOTTOM EDGE OF THE GLASS 15 THE RADIANT BARRIER SHALL ALSO BE INSTALLED ON ALL VERTICAL SURFACES AND A.) ATTACHED A/ 2* CORROSION-RESISTANIT STEEL AIRE FURRING NAILS AT 4"cla .10 VENTILATION FOP. EACH SEPARATE SPACE. A MINIMUM OF 1'OF AIRSPACE 15 REQUIRED REQUIREMENTS FOUND IN C,65r_ 1 0 1.5. AITHIN 60"MEASURED VERTICALLY A50VE A STANDING OP, AALKIN6 SURFACE. CRCI PROVIDING A MIN. OF 1. 1 2 S* PENETRATION INTO EACH STUD 4 Y41TH 8 d ANNULAR SETAEEN THE INSULATION 4 THE ROOF SHEATHING. THE NET FREE VENTILAING AREA B. MOISTURE READINGS SHALL BE TAKEN AT A POINT 24 TO 4'FROM THE GRACE 505.4.5. GABLE END AALL5 IN THE ATTIC. THREADED NAILS AT 8"cla INTO TOP 4 50TTOM PLATES OP. A/ EQUIVALENT AIRE Z SHALL NOT BE LE55 THAN I/ 1 50 OF THE AREA OF THE SPACE VENTILATED, Y41TH 50% STAMPED ENO OF EACH PIECE TO BE VERIFIED. SITE APPRE55: TIES. OF THE VENTING LOCATED IN THE UPPER PORTION OF THE SPACE 4 THE BALANCE C. AT LEAST THREE RANDOM MOISTURE READINGS SHALL BE PERFORMED ON aRF__F_N FLANNIN6 4 D-E516N: I J BUILDINGS SHALL HAVE APPROVED ADDRE55 NUMBERS, BUILDING NUMBERS OR B,) THERE SHALL BE NOT LE55 THAN 0.1055" ZINC -COATED OR NONMETALLIC COATEP PROVIDED BY SOFFIT VENTS. r -RC P.506. 1 4 R506.2. AALL 4 FLOOR FRAMING AITH DOCUMENTATION ACCEPTABLE TO THE DURING CONSTRUCTION, ONE OP. MORE OF THE FOLLOAIN6 MEASURES SHALL BE APPROVED BUILDING IDENTIFICATION PLACED IN A P051TION THAT 15 PLAINLY LEGIBLE AIRE, OR APPROVED EQUAL, ATTACHED TO THE STUD A/ A MIN, OF AN 5d ANNULAR ATTIC, LIGHTING 4 -CONVENIENCE OUT]_ET: SEE *fLfCTKICAL_NOT C. R N AND V1515LE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS THREADED NAIL FOR EVERY 2 SQUARE FEET OF STONE VENEER. THIS TIE SHALL BE
55', ATTI ENFORCING AGENCY PROVIDED AT THE TIME OF APPROVAL TO ENCLOSE THE IMPLEMENTED TO PREVENT FLOODING OF THE ADJACENT PROPERTY, f REVrNT E 0510
BATHROOM: AALL 4 FLOOR FRAMIN6. 4 RETAIN SOIL RUNOFF ON THE 51TE: SHALL CONTRAST AITH THEIR BACKGROUND. A LOOP HAVING LE65 NOT LESS THAN 1 S'IN LENGTH, 50 SENT THAT IT Y41LL LIE IN
P. INSULATION PRODUCTS AHICH ARE V1515LY MET OP, HAVE A HIGH MOISTURE 1 J RETENTION BA51NS OF SUFFICIENT SIZE SHALL BE UTILIZED TO RETAIN STORM AATER RICK PF-NNF-Y
OF -11-11,10 Hf_JGvHTS: SEE CEILING HEIGHTS. 2.) APORES5 NUMBERS SHALL BE ARASIC, NUMBERS OP, ALPHABETICAL LETTERS. THE STONE VENEER MORTAR JOINT. PRA1145: A 4* DRAIN 15 REQUIRED FOP, 5VILOINC75 PROVIDING MORE THAN 3 TOILETS. CONTENT SHALL BE REPLACED OP, ALLOAEV TO PRY PRIOR TO F_NCLO5URE IN ON SITE. NUM5ER5 SHALL BE A MINIMUM OF 4"AITH A MINIMUM STROKE Y41DTH OF 1/2". C.) THE LAST 2"OF EACH AIRE LES SHALL HAVE A RI6HT-AN6LE SEND.
C,PC, TABLE 1-5 FOOTNOTE 4. AALL OR FLOOR CAVITIES. AET -APPLIED INSULATION PRODUCT5 SHALL 2.)AHERE STORM INATER. 15 CONVEYED TO A PUBLIC DRAINAGE SYSTEM, COLLECTING 3J AHERE ACCES515 BY MEANS Or- A PRIVATE ROAD AND THE BUILDING ADDRESS 5. 1'MIN. THICKNESS OF CEMENT GROUT SHALL BE PLACED SETAEEN THE BACKING 4 THE
EXHAV5T_FAN5: INSTALLED Y41TH A MINIMUM 50 CFM FOP, INTERMITTENT VENTILATION FOLLOV4 THE MANUFACTURERVIPRYIN6 RECOMMENDATIONS PRIOR TO POINT, GUTTER OP, SIMILAR DISPOSAL METHOD, AATER SHALL BE FILTERED BY USE CANNOT BE VIEAEP FROM THE PUBLIC AAY, A MONUMENT, POLE OR OTHER SIGN OR STONE VENEER.
OP, 20 CFM FOP, CONTINUOUS VENTILATION. FAN SHALL BE ENERGY STAR COMPLIANT 4 ENCLOSURE. OF A BARRIER SYSTEM AATTLE OP, OTHER METHOD APPROVED BY THE ENFORCING MEANS SHALL BE USED TO IDENTIFY THE STPUCTUIRE. 5T-ONE-VENEEK OVF_R_5TfEl__5TUP5_0.J 6"_r1,C:
PROVIDED Y41TH HUMIDITY C,ONTR OL 4 SHALL BE EGUIPPEP NITH BACK -DRAFT FIR SPRINKLER Y5TEM: AGENCY. 1. STEEL STUPS SHALL BE COLO -FORMED STEEL HAVING A MIN. SAME STEEL THICKNESS DAMPERS. CMC 504.1 SEE ELECTRICAL NOT 3.) COMPLIANCE AITH A LAAFUL ENACTED STORM AATER MANAGEMENT ORDINANCE. 5MOK_E/C.O._ALAR_M5_:_ OF 0.0426'. -95- EXHAUST FANS. AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE INSTALLED IN 4.) METHODS TO MANAGE SURFACE AATER INCLUDE: 5AALES, MATER COLLECTION 4 5MOKr:_A1_AAM5: 2. ATTACH 2 LAYER5 OF NO. 1 5 FELT, COMPLYING A/ ASTM P 2 2 6 FOP, TYPE 1 FELT, TO EXHAUST-PUCT5: TERMINATE OUT51PE OF THE BUILDING IN/ 5ACK-DRAFT DAMPERS. ACCORDANCE Y41TH NFIDA 1 50 OR CRC SECTION IRS 15.5- DESIGN 13YOTHFIRS. 015POSAL SYSTEMS, FRENCH DRAINS, IAIATER RETENTION GARDENS 4 OTHER AATER 1.) SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOAIN& LOCATIONS: PROVIDE CONTINUO1.15)NATER-RE51STIVE BARRIER.
FAUCETS-. FLOA RESTRICTED TO 1.2 GPM a 60 PSI. C659C, 4.505.1.4.2. EXCEPTION: AUTOMATIC, FIRE SPRINKLER SYSTEM 19 NOT BE REQUIRED FOR ADDITIONS MEASURES AHICH KEEP SURFACE AATER AriAY FROM BUILDIN65 49 AID IN A. IN EACH SLEEPING ROOM. S. ATTACH 2"x2" 0.0625 INCH ZINC -COATED OP, NON-METALLIC COATED AIRE MESH
Jf_=P_TUB5: PROVIDE SERVICE ACCESS PANEL FOP, TUB MOTOR. PROVIDE A 9SFCI OR ALTERATIONS TO EXISTING BUILDIN65 THAT ARE NOT ALREADY PROVIDED AITH AN OROUNPAATER. RECHARGE. 5. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE A.) ATTACHED Al CORROSION -RESISTANT #5 5ELF-PRILLIN6, TAPPING 5CREAS AT 4"
BREAKER ON A INDIVIDUAL BRANCH CIRCUIT. AUTOMATIC RESIDENTIAL SPRINKLER SYSTEM. CIRC RS 1 3.2. HEATIN6_4 BEDROOMS. r /a 4 AT Wc/c INTO TOP 4 50TTOM TR ACKS OR Y41 EQUIVALENT AIRE TIES. LAVATORIES: PROVIDE MIRROR AT LAVATORIES. 2.) AHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED Y41THIN AN B.) ALL 5CREA5 SHALL EXTEND THROUGH THE STEEL STUDS A MIN. OF 5 EXP05EP I5140AER COMPARTMENTS: INATERPROOF SURFACE TO + 1 2". PROVIDE SAFETY 6LA55 FIREFLACES: L_R9 INDIVIDUAL PAELLING UNIT THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH THREADS. HVAC SYSTEMS INSTALLE : MUST BE TRAINED 4 CERTIFIED IN THE PROPER ENCLOSURE, CURTAIN MOP OP. AALK-THRU ENTRANCE TO 5HOINER. MINIMUM FINISHED GAS FIREPLACE: SHALL BE PIRECT-VENT 5EALEP-COMSU5TION TYIPE. ALL FACTORY INSTALLATION OF HVAC SYSTEMS. C613C '7 02. 1. A MANNER THAT THE ACTUATION OF ONE ALARM AILL ACTIVATE ALL OF THE ALARM5 C.) THERE SHALL BE NOT LESS THAN 0. I 05 WCORROSION-RE51STANT AIRE, OR INTERIOR AREA OF 1024 50. INCHES 4 CAPABLE OF ENCOMPASSING A 50"CIRCLE. BUILT FIREPLACES SHALL BE L15TED AND LABELED AND SHALL BE INSTALLED IN PURIN6 ROUGH INSTALLATION OP, STORAGE ON SITE 4 UNTIL FINAL STARTUP OF THE 5H IN THE INDIVIDUAL UNIT. OINER VALVE NOTE: SHOAERS AND TUB-5HOINER. COMBINATIONS SHALL BE ACCORDANCE AITH THE CONDITIONS OF THE LISTING. FIREPLACES SHALL BE TESTED HEATING 4 COOLING EQUIPMENT, ALL DUCT AND OTHEP, RELATEM Alp, DISTRIBUTION APPROVED EQUAL, ATTACHED TO THE STUD A/ A MIN. OF A #5 SELF-DRILLIN6, S.) SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POAER FROM THE BUILDING AIRING TAPPING SCREA EXTENDING THROUGH THE STEEL STUD A MIN. OF 5 EXP05ED PROVIDED AITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE, IN ACCORDANCE AITH UL 121. THE INSTALLATION MANUAL SHALL EBE AVAILABLE FOP, COMPONENT OPENINC75 SHALL BE COVERED AITH TAPE, PLASTIC, SHEET METAL OR PROVIDED THAT SUCH AIRINS15 SERVED FROM A COMMERCIAL SOURCE AND SHALL THREAP5 FOP, EVERY 2 SQUARE FEET OF STONE VENEER. TH15 TIE SHALL BE A THERMOSTATIC, OR COMBINATION PRESSURE BALANCE/THERM05TATIrl MIXING VALVE REVIEA BY THE BUILDING INSPECTOR UPON REQUEST. C61214, 4.505. 1, CKC R. 1 OOR, OTHER METHODS. BE EQUIPPED AITH A BATTERY BACKUP. CIRC RS 1 4.4. LOOP HAVING LEC75 NOT LESS THAN 1 5* IN LENGTH, 50 BENT THAT IT AILL LIE IN THE TYPE. CPC 408.3 SINGLE SHOAER, HEAD FLOA RESTRICTED TO 2.0 GPM 0 50 P51. CMc C105.2. HEA-TINO: EVERY DAELLINS UNIT SHALL BE PROVIDED AITH HEATING FACILITIES CAPABLE EXCEFT_1ONS: SMOKE ALARMS ARE PERMITTED TO BE 50LELY BATTERY OPERATED STONE VENEER MORTAR JOINT. C-6594, 4.305.1.5.1 M_U14TtFLV SHOAER HEADS: AHEN A SHOAER 15 SERVED INSTALL AS PER MFG. SPECS 4 COMPLY P41TH U.S. EPA OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 6 57 AT A POINT VABOVE IN EXISTING BUILDINGS AHERE NO CONSTRUCTION 15 TAKING PLACE. BY MORE THAN 1 SHOAER HEAD, THE COMBINED FLOA RATE OF ALL 5HONER PHASE 11 EM195ION LIMITS. THE FLOOR. CBC 1204. 1. a A R 5 ON -M-0 N OXJP E AL AV,MS_- 0.) THE LAST 2"OF EACH Y41RE LEG SHALL HAVE A RIGHT-ANSLE SENV. HEADS SHALL NOT EXCEED 2.0 GPM 0 50 PSI, Oft THE SHOMER SHALL BE DE516NED AO -OP $TO -VE -FLUE. TO EXTEND NOT LF -55 THAN VABOVE THE HIGHEST POINT AHERE IT 4. I"MIN. THICKNESS OF CEMENT GROUT SHALL BE PLACED SETAEEN THE BACKING 4 THE 1.) FOP, NEA CONSTRUCTION, AN APPROVED CARBON MONOXIDE ALARM SHALL BE STONE VENEER. TO ALLOIN ONLY I SHOAER OUTLET TO BE OPERATED AT A TIME. SHOINER HEAP PA55E5 THROUGH A ROOF AND NOT LESS THAN 2'HI6HER THAN A PORTION OF A ATTACHMENT: INSTALL PER HVAC, CONNECTION DETAIL. INSTALLED IN VAELLIN& UNITS AND IN SLEEPING UNITS AITHIN AH10H I'VEL-BURNINIS AHEN THREE COAT STUCCO 15 APPLIED OVER PLYAOOv 5HEATHIN6,2
P051TIONED 90 IT DOES NOT DISCHARGE AT THE ENTRANCE OF THE 5HONER. CPr_ BUILDING V41THIN A HORIZONTAL DISTANCE OF I O. CMC, 602.5.4 ATTIC-FAS-5,A&EMAY: PROVIDE UNOBSTRUCTED, 50LID FLOOK NOT LESS THAN 24. APPLIANCES ARE INSTALLED AND IN VAELLIN6 UNITS THAT HAVE ATTACHEP LAYERS OF GRACE V PAPER AHEN APPLIED OVER THE SHEATHING. CRcl 1703.6.
405A. FJREnAC,IE5_JN0_OP5TOVE5_4 FF_I_I_ET_5TOVE5:5HALL AL50 C OMPLY AITH APPLICABLE THE ATTIC FURNACE ACCESS SHALL NOT EXCEED 20'FROM THE ATTIC ACCESS GARAGES. INSTALL AEEP SCREEDS 2'ABOVE PAVED AREAS 4 4"ABOVE
TOILETS: 1.28 GALLONS PEP, FLUSH MAXIMUM. DUAL FLUSH TOILETS DETERMINED BY LOCAL ORDINANCES. OPENING IF THE CLEARANCE HEIGHT 15 LE55 THAN &'IN HEIGHT. CMC SECTION 6104.11.2. 2.) INHERE A PERMIT 19 REQUIRED FOR ALTERATIONS, REPAIRS OR ADDITIONS EXCEEDING SOIL. AVERAGING 2 REPUCEP FLUSHES 4 I FULL FLUSH. 0655r, 4.9 05. 1. 1. FIRE-51-OCKINO: PROVIDE FIRE BLOCKING AT PLATE LINE OF FIREPLACE. R502.11.4 PROVIDE MINIMUM 30"XSO*XSO"H*H AORKIN& SURFACE IN FRONT OF SERVICE SIDE OF ONE THOUSAND DOLLARS ($ 1,000), EXISTING CAELLIN65 OR SLEEPING UNITS THAT MAINTAIN 1 S'CLEARANCE FROM CIL OF TOILET TO SIDE AALL OR OBSTRUCTION. FIRE-RE515TANT CON5TRUCTION: F.A.U. HAVE ATTACHED GARAiSE5 OR FUEL-BURNIN& APPLIANCES SHALL BE PROVIDED AITH JN)kMR_HEA7MR5: PROVIDE 24* MIN. CLEARANCE IN FRONT. r_PC402.54CRCR50'T.1. CONDENSATION PRAlt�LFAN: PROVIDE A AATERTI&HT CORROSION-RES15TANT METAL A CARBON MONOXIDE ALARM IN ACCORDANCE AITH SECTION R515. 1. CARBON AATER HEATERS: PROVIDE THE FOLLOAIN6-. TOILTT-PAPER. PROVIDE BACKING a 2 6" A50VE FLOOR. 2.) UNPER7-STAIR-FROTECTION; ENC,LOSED ACCESSIBLE SPACE UNDER STAIRS SHALL PAN BENEATH THE F.A.U. AfTH NOT LE55 THAN A 5/4'VIAMP-TER DRAIN TO AN T_OAEL OAKS: PROVIDE BACKING FOP, TOAEL BAR5 a 44"ABOVE FLOOR. HAVE AALLS, UNVER-STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE APPROVED LOCATION. C -Pr, 50-1.4.4 CMC, 512.2. MONOXIDE ALARMS SHALL ONLY BE REQUIRED IN THE SPECIFIC PAELLIN& UNIT OR 1.) UNOBSTRUCTED 12 OV RECEPTACLE AITHIN S' URINALS: FLOA RESTRICTED TO 0.5 6ALLON5 PEP. FLUSH. C&BSC 4.303.1.2 ENCLOSEP SIDE V41TH 1/2'r7YP5UM BOARD. P .5 SLEEPING UNIT FOR AHICH THE PERMIT AAS OBTAINED. 2) CATEGORY III or IV VENT, OP. TYPE IS VENT A/ STRAIGHT PIPE SETAEEN OUTSIDE MAN PAN: FOR PROFANE F.A.U' PROVIDE DRAIN PAN AS PER r -Mr, SECTION SOS. -7.1 3.) SINGLE- AND MULTIPLE-5TATION CAR50N MONOXIDE ALARMS SHALL BE LISTED As TERMINATION 4 AHERE AATER HEATER 15 INSTALLED. 5.) FIRESLOCKINO: IN COMBUSTIBLE CONSTRUCTION, FIRE13LOCKINC, SHALL BE TO PROVIDE FOP, REMOVAL OF UNBURNED GAS.
INHOLE 13VII-DJNO VENTILATAON: 5EE'NOTEV, AHOLE BUILDING VENTILATION FOR PROVIDEP SEAYICEP15CONNECT: 4PROVIDF-220YF-LEr-T.Dl5r-ONNErT4110YPPOTECTED COMPLYING AITH THE REQUIREMENTS OF UL 2034. CARBON MONOXIDE DETECTORS SJ AATER HEATERS CAPABLE OF IGNITING FLAMMABLE VAPORS LOCATED IN A ADDITIONAL INFORMATION. TO CUT OFF ALL CONCEALED CRAFT OPENINC75 (BOTH VERTICAL ANP HORIZONTAL) SERVICE RECEPTACLE INITHIN 25'. CMC 3 I 0. 1. SHALL BE LISTED AS COMPLYING AITH THE REQUIREMENTS OF UL 201 S. CARBON GARAGE MUST BE WABOVE THE FLOOR. CMC� 905. CIPCI 5017.1 S.
AINPOINS: PROVIDE SAFETY GLASS IF BOTTOM OF GLAZING* LE55 THAN 9,0'ABOVE AND TO FORM AN EFFECTIVE FIRE BARRIER BETAEEN STORIES, AND SETAEEN A TOP HVAC CONDENSING UNIT: MONOXIDE ALARMS AND CARBON MONOXIDE DETECTOR5 SHALL BE INSTALLED IN 4.) CONDENSATE DRAIN NO MORE THAN 2"HI6HER THAN THE BASE OF THE IAIATEIR
A SHOAER OP, TUB SURFACE 4 DRAIN INLET. CIRC 506.4.5. EXCEPTION: GLAZING THAT STORY ANP THE ROOF SPACE. !�ONCRETF_ PAP OR. APPROVED BASE EXTENDING S'OR MORE ABOVE GROUND LEVEL. ACCORDANCE AITH TH15 COVE, THE CURRENT EDITION OF NFPA 17 20 *STANDARD FOR HEATER THAT ALLOY45 NATURAL DRAINAGE AITHOUT PUMP ASSISTANCE. 19 MORE THAN 60-, MEASURED HORIZONTALLY, FROM AATER'5 EDGE. SEE 'NOTES-, FIREBLOCKINC, SMALL BE PROVIVEP IN AOOP-FRAME CONSTRUCTION IN THE SERVICf_PMCONNECT� PROVIDE 220v ELECT. DISCONNECT INITHIN 25'Al 50'xSO* THE INSTALLATION OF CARBON MONOXIDE (C.0) DETECTION AND AARNINIS EQUIPMENT- 5.) GAS SUPPLY LINE Y41 A CAPACITY OF AT LEAST 200,000 5TU/HR.
GLAZING FOR ADDITIONAL GLAZING INFORMATION. AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. OTHER CARBON MONOXIDE 6.) PROVIDE SEISMIC BRACING FOR AIH AT LOCATIONS EQUAL TO THE TOP 4 BOTTOM
FOLLOAIN6 LOCATIONS: CLEAR AORKSFACE 4 1 1 OV AP 6FCI PROTECTED SERVICE RECEPTACLE AITHIN 2 5'. ALARM AND DETECTION DEVICES AS RECOGNIZED IN NFPA720 ARE ALSO 1 /3 OF ITS VERTICAL DIMENSION. STRAP SHALL BE A MIN. OF 4"ABOVE
A. IN CONCEALED SPACES OF STUD AALL5 AND PARTITIONS, INCLUDING FURRED CEC, 2 1 0.6 3 4 CIVIC 5 1 0. 1.
A E CONTROLS. CPC 501.2.
FLOOR COVERING: SEE"NOTIES", FLOOR COVERING FOP. ADDITIONAL INFORMATION. SPACES AND PARALLEL ROAS OF STUDS OR STAGGERED STUDS, AS FOLLOA5: r
SMOK41C.0-ALARMS: SEE"NOTES", 5MOKE/C.O. ALARMS FOR A0171TIONAL 1) VERTICALLY AT THE CEILING AND FLOOR LEVELS. IRRI&ATIONSYSTEM5: 4.) CARBON MONOXIDE ALARMS REQUIRED BY SECTIONS RS I S. 1 AND R515.2 SHALL BE 1.) A PRESSURE 4 TEMPFRATURE RELIEF VALVE TO OUTSIDE Y41 UNTHREADED PIPE THESE PLANS HAVE INFORMATION. 2) HORIZONTALLY AT INTERVALS NOT EXCEEPIN6 1 O' OUTP="RlCvATtON--CON-TP-OLLER$: C,68C, 4.504. 1: AUTOMATIC, IRRIGATION SYSTEM INSTALLED IN THE FOLLOAIN6 LOCATIONS: CRC RS 1 S. FACING POANAARP BETAEEN WTO 24"ABOVE GROUND POINTING POANAARP. BEEN RE\AEF4EV
A. OUTSIDE OF EACH SEPARATE PAELLIN& UNIT SLEEPING AREA IN THE IMMEDIATE SLEEPING ROOMS SHALL HAVE AT LEAST ONE EMERGENCY ESCAPE AND RESCUE 5. AT ALL INTERCONNECTIONS SETAEEN CONCEALED VERTICAL AND HORIZONTAL CONTROLLERS FOR LANE75CAPIN& PROVIDED BY THE BUILDER 4 INSTALLED AT THE TIME VICINITY OF THE SEPROOM(5). Cra 605.5. ONLY FOR OF FINAL INSPECTION SHALL COMPLY INITH THE FOLLOAIN6: 6.) HOT MATER SUPPLY PIPING 3/4"4 GREATER SHALL BE INSULATED. CEC I 50.0 (J) 2
OPENING, SUCH AS AN EXTERIOR OPERABLE AINVOA, DOOR OR. SIMILAR DEVICE. SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. S. ON EVERY LEVEL OF A DAELLIN& UNIT INCLUDING BASEMENTS. III COMPLIANCE)NITH
CMC IRS 1 0.1 C. IN CONCEALED SPACES SETAEFEN STAIR 5TRINiSER5 AT THE TOP AND BOTTOM OF A CONTROLLERS SMALL BE AEATHER- OP, 501L M015TURE-SASED CONTROLLERS KNVOBS: PROVIDE 1 POOR OR BEDROOM AINPOA AITH A MIN. NET CLEAR OPENING THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY AITH SECTION R302.. THAT AUTOMATICALLY ADJUST IRRIGATION IN RESPONSE TO CHANGES IN PLANTS' STAIR5. H - A - NPRAILS 4 &UAfKV5- cIJ HOT AATER PIPING SUPPLYING THE KITCHEN SHALL BE 11,15VILATEP. CEC, I 50.0 (J) 2 OF 5.1 SOFT. EXCEPTION: GRACE FLOOR OPENING CAN HAVE A MIN. NET CLEAR P. AT OPENINC75 AROUND VENT$, PIPES. DUCTS, CABLE5 AND AMES AT CEILING AND NEEDS AS AEATHER CONDITIONS CHANGE. 5TAIR_WPT�: STAIRAAY5 SHALL NOT BE LESS THAN 56* IN CLEAR AIPTH AT ALL POINTS VI OPENING OF 5.0 SOFT. CMC IRS I 0. 1. FLOOR LEVEL, Y41TH AN APPROVED MATERIAL TO RES15T THE FREE PASSAGE OF 5 AEATHER-BASEV CONTROLLERS INITHOUT INTEGRAL RAIN SEN50RS OR ABOVE THE PERMITTED HANPRAIL HEIGHT 4 BELOYNI THE REQUIRED HEAPROOM HEIGHT. 1 0.) AHEN REQUIRED BY LOCAL BUILDING OFFICIALS: PROVIDE AATER HEATER STRUCTURAL 5JL4_HElGH_T- MAX. 44'ABOVE FLOOR FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR COMMUNICATION SYSTEMS THAT ACCOUNT FOP. LOCAL RAINFALL SHALL HAVE A HANORAILS SHALL NOT PROJECT MORE THE 4.5* ON EITHER SIDE OF THE 5TAIRAAY 4 THE PROTECTION Y41TH (2) 46'x 4" STEEL PIPE (ANSI SCHEDULE 40) IMBEDDED 12"INTO CALCULATIONS.
MIN. OPENING _16HT: 24. SPACE SHALL NOT BE REQUIRED TO MEET THE A5TM E I 5 6 REQUIREMENTS. SEPARATE AIRED OR AIRELE55 RAIN SENSOR AHICH CONNECTS OP, COMMUNICATES MINIMUM CLEAR AIPTH OF THE STAIRAAY AT 4 SELOA THE HANDRAIL HEIGHT, INCLUDING CONCRETE 12"PIA. x 1 WIDEEP CONCRETE - FILL PIPE A/ CONCRETE. CPC
MIN, - P INO -HE 4:20' E. FOR THE FIREBLOCKIN6 OF CHIMNEYS AND FIREPLACES, SEE SECTION R 1 005.1 cl. Y'41TH THE CONTROLLER(S). 501L MOISTURE -BASED C.ONTROLLER5 ARE NOT TREAP5 4 LANDINGS, SHALL NOT BE LESS THAN 5 1.5* AHERE A HANDRAIL 15 INSTALLED 507.13.1. THE EN&INEER'S
-0 _EK p MOTH REQUIRED TO HAVE RAIN SENSOR INPUT. ON 1 SIDE 4 2'AHERE HANORAIL5 ARE ON BOTH SIDES. CRC, R5 11.7. 1. SPIRAL I 1.) AATEIR HEATERS IN CONFINED SPACES: PROVIDE 50 SQUARE INCHES OF STAMP ON THIS
MINDOAS MORE THAN 'I 2"ABOVE THE FINISHEP GRACE 4 HAVING OPENINGS FLOOD ZONE: SCREENED VENT 112"FROM TOP 4 Y41THIN 12' OF BOTTOM. CMC, *70 1.6
LOCATED AITHIN 24"OF THE FIN15HED FLOOR TO BE PROVIDED INITH Y41NOOIN FALL , - KITCHEN-4-PININ01 5TAIPYiAYSINArCORDANr-EAlTHR51 11.7.10.1. PLAN 15 \/ALIP
PREVENTION PEVICE5 OR OPENING CONTROL DEVICES THAT COMPLY AITH A5TM F FOP, PROPERTIES LOCATED IN A FLOOD ZONE A: 15LAN ATTIC-MOUINTEP-TANKLE55 VNIATER HEATERS: OEC, 1 50.0 (N)
1.) PROVIDE TV40 COMPLETEP FEMA FLOOD ELEVATION CERTIFICATES PREPARED BY _P_SlNK5: SPECIAL VENTIN615 REQUIRED. SEE CPC, SECTION -q 0-1. 5TAIR-HEAPROOM: THE MINIMUM HEADROOM IN ALL PARTS OF THE 5TAIRAAY SHALL 1.) PROVIDE 24'50LID PAS5A6EAAY FROM ATTIC ACCES5 TO 50*XSO* Y40RKINCV ONLY V41TH A
20clo. A CALIFORNIA REGISTERED PROFESSIONAL OP, LAND SURVEYOR. K11TCHEN-FAUCTETS: FLOA RESTRICTED TO 1.5 GPM e 60 P51. TEMPORARY INCREASE TO NOT BE LESS THAN 80"MEASUREV VERTICALLY FROM THE SLOPED LINE ADJOINING THE PLATFORM. ORC RS 1 2.2. 1. 2.) IF REQUIRED, PROVIDE FLOOD RESISTANT CONSTRUCTION. CRc R322. 2.2 GPM ALLOAEV BUT SHALL DEFAULT TO 1.8 GPM. C,65C, 4.505.1.4.4 TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANCING ON THAT PORTION OF C LETTER 516NEV BY
PROVIDE INATER HOOKUP. THE 5TAIRAAY. CRC,51 11.1.2. EXCEPTION: AHERE THE NOSING OF TREADS AT THE SIDE 2.) PROVIDE 120v RECEPTA 'LE Y41THIN S'4 L16HT NEAR THE UNIT A/ A SAITCH AT
0 rz I L IN &JRE 1 6 H T-5; 5.) IF REQUIRED, THE BOTTOM OF FLOOD VENT5 (FV) SHALL BE NO HIGHER THAN 1 FOOT REFRIGERATOR 5PACE: EMS OF A FLIGHT EXTEND UNDER THE EDGE OF A FLOOR OPENING THROUGH AHICH THE STAIR ENTRANCE TO PAS5A(SEAAY. CPC 505.4. THIS EN&INEER FOP,
HAI131*17AEI14_51E�ACE: HALLAAY5, BATHROOMS, TOILET ROOMS, LAUNDRY ROOMS AND ABOVE &RAVE. F_XHA_U5T_PUC,T5: RANGE VENT$ SHALL BE EQUIPPED AITH BACK-PRAFT DAMP S.) CATEGORY III or IV VENT, OR TYPE 5 VENT A/ STRAIGHT PIPE BETAEEN OUTSIDE EACH UNIGUE BUILD.
VENTED TO OUT51VE OF THE BUILDING. CMC, 504.1 PASSES, THE FLOOR OPENINC715 ALLOAEP TO PROJECT HORIZONTALLY INTO THE
PORTIONS OF BASEMENTS CONTAINING THESE SPACES SHALL HAVE A CEILING ME16HT OF' 4.) If REQUIRED, PROVIDE AT LEAST TY40 WX 1 4* GARAGE VENTS (6V) IN EXTERIOR REQUIRED HEADROOM A MAXIMUM OF 4.15". TERMINATION 4 MHERE AATER HEATER 15 INSTALLED.
NOT LESS THAN GARAGE AALL5, LOCATED ON OPPOSITE 51DE5 OF ADJACENT AALLS AITH A TOTAL SEE NOTES', FLOOR COVERIN& FOR I AD121TIONAL INFORMATION. VF_RT*A4_RI5F_: A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 4.) A CONDENSATE DRAIN THAT 15 NO MORE THAN 2" HIGHER THAN THE BASE OF THE E_XCEPTIONS: NET AREA OF NOT LESS THAN 1 SQUARE INCH FOR EVERY SQUARE FOOT OF LANDINGS: 12'BETAEEN FLOOR LEVELS OR LANDINGS. CRC51 11..5. INSTALLED AATER HEATER, AND ALLOAS NATURAL DRAINING AITHOUT PUMP 1.) FOR ROOM5 AITH SLOPED CEILINGS, AT LEAST 5096 OF THE REQUIRED ENCLOSED AREA. THE BOTTOM OF THE OPENING SHALL BE NO HIGHER THAN 1' LNUPIN&S: THE LANDING AT AN EXTERIOR VOORAAY 5HALL NOT BE MORE THAN 7.17 5' AALK-LIKE: THE AALKLINE ACROSS Y41NVER TREAP5 SHALL BE CONCENTRIC To THE
FLOOR AREA OF THE ROOM MUST HAVE A CEILING HEIGHT OF AT LEAST 'I'ANP ABOVE GRACE. SELOA THE TOP OF THE THRESHOLD, PROVIVEP THE DOOR, OTHER THAN AN EXTERIOR DIRECTION OF TRAVEL THROUGH THE TURN AND LOC,ATEP 12* FROM THE SIDE AHERE 5.) A GAS SUPPLY LINE AITH A CAPACITY OF AT LEAST 200,000 BTU/HR. NO PORTION OF THE REOUIREP FLOOR AREA MAY HAVE A CEILING HEIGHT OF LESS 5.) A FIN15HED CONSTRUCTION FLOOD ELEVATION CERTIFICATE 19 REQUIRED PRIOR TO STORM OR SCREEN POOR, DOES NOT SAIN6 OVER THE LANDING. CRC R511.5.2. THE AINDER5 ARE NARMONER. THE 12"PIMENSION SHALL BE MEASURED FROM THE YiHOLE_BUILPING� 14EKT THAN 5' FINAL APPROVAL OF THIS STRUCTURE. PROVIDE 56'MINIMUM LANDING AT ALL EXTERIOR DOORS. SEE 'NOTPW, E&RE55 FOR AIVEST POINT OF THE CLEAR STAIR P41PTH AT THE AALKIN6 SURFACE OF THE AINVER. IF AHOLF, SU1LPJN6_VF_NT1lLA ILATION.: TION: A BATHROOMS OR LAUNDRY EXHAUST FAN, AS THE 2.) BATHROOMS SHALL HAVE A MINIMUM CEILIN& HEIGHT OF 6�-5* AT THE FLOORING COVERING: ADDITIONAL INFORMATION. AINVERS ARE ADJACENT AITHIN THE FLIGHT, THE POINT OF THE AIDE5T CLEAR STAIR OUALIFYIN& AHOLE-BUILVIN6 VENTILATION FAN, SHALL COMPLY INITH THE FOLLOAINC7:
CENTER OF THE FRONT CLEARANCE AREA FOR FIXTURES AS SHOAN IN H-ANPRA114: PROVIDE HANDRAILS ON AT LEAST (1) SIPE OF 5TF_P5 AITH (4) OR MORE Y41DTH OF THE ADJACENT AINPER5 SHALL BE USED. CRC 5 1 11..4.
FIGURE CRr, 5 01. 1. THE CEILING HEIGHT ABOVE FIXTURES SHALL BE SUCH THAT THE C_ARPET._5Y$TEM5: ALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE P-15ERS.CIRCIR511.1.6. SEE 'NOTES', STAIRS, LANDINGS 4 GUARDS FOP, ADDITIONAL TREAP.54MISERS: STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS 1.) A MINIMUM CFM RATING OF '75 CFM.
FIXTURE IS CAPABLE OF BEING USED FOP, ITS INTENDED PURPOSE. A 5HOINER OP, TE5TIN6 4 PRODUCT REQUIREMENTS OF ONE OF THE FOLLOAIN&: C,65C 4.504.3 INFORMATION. SECTION. FOR THE PURPOSE OF THIS SECTION, ALL DIMENSIONS ARE EXCLU51VE OF 2.) BE RATED A MAXIMUM OF 1.0 5ONE.
TUB EQUIPPED Y41TH A SHOAERHEAD SHALL HAVE A MINIMUM CEILING HEIGHT OF 1.) CARPET 41 RUS INSTITUTE'S GREEN LABEL PLUS PROGRAM. GUARDS: GUARDS ARE REOUIREP FOP, AALKING SURFACES LOCATED MORE THAN 50" CARPETS, MUGS OP, RUNNERS. CRC 3 1 1.7.5. 5.) THE CONTROL 5AITCH MUST BE LABELEP AS THE AHOLE-BUILDIN6 VENTILATION 4
ABOVE A MINIMUM AREA 50" BY 50"AT THE 2.) CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, 'STANDARD METHOV FOP, THE ABOVE ADJACENT CRAVE. CIRC, RS 1 2. 1. 1. SEE 'NOTES', STAIRS, LANPINS5 4 &VARMS KJOER-MEJOHT: THE MAXIMUM R15ER HEIGHT SHALL BE '7 514*. THE GREATEST RISER FAN SHOULD OPERATE AHENEVER THE HOME 15 OCCUPIED. SHOAERHEAP. TESTING 4 EVALUATION OF VOLATILE ORGANIC CHEMICAL EM15SIONS FROM INDOOR FOR ADDITIONAL INFORMATION. HEIGHT SHALL NOT EXCEEP THE SMALLEST BY MORE THAN 5/5". RISERS SHALL BE YiHOLEHOUSE -FAN: SOURCES USING ENVIRONMENTAL CHAMBERS: VERSION 1. 1, FEBRUARY 20 1 0 (AKA VERTICAL OR 5LOPEP FROM THE UNDERSIDE OF THE NOSING OF THE TREAD AT AN THE AHOLE HOUSE FAN SHALL HAVE INSULATED LOUVERS OR A COVER AHICH CL05ES
CON5TRUCTION Y4ASTE MANAGEMENT: SPECIFICATION 0 1 350.) 1, _wA_ V, N - V_ ---- RY-ROOM: ANGLE NOT MORE THAN 50* FROM THE VERTICAL. OPEN RISERS ARE PERMITTED AHEN THE FAN 15 OFF. COVERS OR LOUVERS SHALL HAVE A MINIMUM INSULATION VALUE
1. CONSTRUCTION-AA5TE-MANA0 RECYCLE AND/OIR SALVAGE A MINIMUM OF 5.) NSF/AN51140 AT THE C70LD LEVEL. DRYER EXHAUST:
EMENT PROVIDING THAT THE OPENING BETINEEN TREAP5 DOES NOT PERMIT THE PASSAGE OF A OF R-4.2. In
5 0% OF THE NON-HAZARVOU5 CONSTRUCTION 4 DEMOLITION INASTE. C650 4.408. 1. 4.) SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTA6F-lm COLD. 1.) PROVIDE 4'MIN. EXHAUST DUCT TO OUT51DE AIR AITH BACK-PRAFT PAMPER. 4"VIAMETER SPHERE. EXCEPTION: THE OPENING SETAEEN ADJACENT TREADS 15 NOT
2. CONSTRUCTION - --- - - - - _-)
_riA5TEL_MANA(5EM1ENT_PJ_AN: SUBMIT A CONSTRUCTION INASTE CARPET CUSHION: ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MAXIMUM LENGTH FOR THE DRYER EXHAUST DUCT 15 14'A/ 2 ELBOA5. CMC 504.1.2. LIMITED ON STAIRS Y41TH A TOTAL RISE OF 50" OP, LESS. INILD-LAND URBAN INTERFACE ON.U.I. MANAGEMENT PLAN. THE CONSTRUCTION AA5TE MANAGEMENT PLAN SHALL BE MEET THE REQUIREMENTS OF THE CARPET 4 MUG INSTITUTES GREEN LABEL PROGRAM. 2.) DRYER VENT TO TERMINATE 56* MIN. FROM ANY AINDOA OPENING. TREAP-PEPTH: THE MINIMUM TREAD DEPTH SHALL BE 1 0". THE TREAD DEPTH 15 PAELLIN&S LOCATED AITHIN A STATE RESPONSIBILITY AREA SHALL COMPLY AITH THE UPDATED AS NECE55ARY 4 SHALL BE AVAILABLE DURING CONSTRUCTION FOR C(SBC 4.504.5.1 S.) TERMINATE NOT LESS THAT $'FROM PROPERTY LINE OR BUILDING OPENINGS. MEASURED HORIZONTALLY BETAEEN THE VERTICAL PLANES OF THE FOREMOST FOLLOAIN6- 7. < EXAMINATION BY THE ENFORCING AGENCY. C65C 4.405.2 C.ARPI!T_APHF51Yr:: ALL CARPET ADHESIVE SHALL MEET THE REOUIREMENT5 OF 4J PROVIDE 100 SO INCHES OF VENT * LAUNDRY ROOM POOR, EXCMERT FOR THE PROJECTION OF ADJACENT TREADS 4 AT A RIGHT ANGLE TO THE TREADS LEADING THE AALKIN6 5URFACE5 OF PECKS, PORCHES, BALCONIES 4 S. FiA-5.T.F-MANA-&,r=.MEN-T--COMP-ANY: UTILIZE A AA5TE MANAGEMENT COMPANY, TABLE4.504.1. COBC4.504.3.2 FOLL0AIN&: EDGE. THE GREATEST TREAD DEPTH INITHIN ANY FLIGHT OF 5TAIR5 SHALL NOT EXCEEC STAIRS IS AITHIN 1 O'OF THE BUILDING, SHALL BE CON5TRUCTEP OF ONE OF THE 0 < 7- APPROVED BY THE ENFORCING AGENCY, AHICH CAN PROVIDE VERIFIABLE AHEME RE51LIENT FLOORING IS INSTALLED, AT LEAST VTALL LAUNDRY ROOMS OF 2111 SOFT OR MORE; THE SMALLEST BY MORE THAN 5/6*. CRCS 1 1..5.2. FOLLOAIN(S MATERIALS: CIRC 527A ft DOCUMENTATION THAT THE PERCENTAGE OF CONSTRUCTION 4 DEMOLITION AA5TE 80 PERCENT OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY P41TH cl'TALL LAUNDRY ROOMS OF 1 ci 5 SOFT OR MORE; AINVER-TREAPS- Y41NOER TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF 1 O' 1.) 16NITION-RES15TANT MATERIAL THAT COMPLIES AITH 5FM STANDARD 12-7A-4 4 lu
MATERIAL DIVERTED FROM THE LANDFILL COMPLIE5 AITH SECTION 4.406. 1. ONE OP, MORE OF THE FOLLOAIN&: CGEC 4.504.4 1 O'TALL LAUNDRY ROOMS OF 1 1 5 SOFT OR MORE. MEASURED BETAEEN THE VERTICAL PLANES OF THE FOREM05T PROJECTION OF 12 -*IA -5. z NOTE: THE OANER OR CONTRACTOR MAY MAKE THE DETERMINATION IF THE 1.) A VOC, EMISSION LIMITS DEFINED IN THE COLLABORATIVE FOP, HIGH PERFORMANCE _r0_NFlNfP_SPACf5 4, ADJACENT TREADS AT THE INTERSECTION Y41TH THE AALKLINE. AINVER TREA05 SHALL 2.) EXTERIOR FIRE RETARVANT TREATED V4000. -CLOSETS: PROVIDE 100 SO INCHES OF VENT e LAUNDRY ROOM %) < LL CONSTRUCTION 4 DEMOLITION AASTE MATERIALS Y41LL BE DIVERTED BY A AASTE SCHOOLS (CHPS) HIGH PERFORMANCE PRODUCTS DATABASE. DOOR IN ROOMS LE55 THAN 11750 CU FT. (TYPICAL DRYER 19 35,000 BTU/H 4 HAVE A MINIMUM TREAD DEPTH OF WAT ANY POINT AITH THE CLEAR V410TH OF THE STAIR. 5.) NONCOMBUSTIBLE MATERIAL. 7- MANAGEMENT COMPANY. 2.) PRODUCTS COMPLIANT AITH CHPS CRITERIA CERTIFIED UNDER THE &REEN6VARD REQUIRES 1 "750 CU FT OF COMBUSTION AIR SPACE.) THE GREATEST TREAD DEPTH AITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE 4.) ANY MATERIAL THAT COMPLIE5 Y41TH SFM STANDARD 12 -'IA -4A AHEN ATTACHEP 4. AA5TE_5TR_F_AM RFVUrM0N_AI_TERNAT1VF_-- PROJECTS, THAT GENERATE A TOTAL CHILDREN 4 SCHOOLS PROGRAM. rMHAVST-121,14 tu < ,�.; TERMINATE OUT51PE OF THE BUILDING A/ SACK-PRAFT SMALLEST BY MORE THAN 3/6' ' CON515TENTLY SHAPED AINVER5 AT THE AALKLINE EXTERIOR AALL COVERING 19 ALSO EITHER NONCOMBUSTIBLE OP, IGNITION- COMBINED AE16HT OF CONSTRUCTION 4 DEMOLITION AA5TE 015PO5ED OF IN SJ CERTIFICATION UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFC,I) FLOOP, PAMPERS. SHALL BE ALLOAED AITHIN THE SAMr: FL16HT OF STAIRS AS REGULAR TREADS 4 DO NOT RE515TANT MATERIAL LANDFILLS, ANICH DO NOT EXCEED FOUR (4) 1_95J50. FT. OF THE BUILDING AREA SCORE PROGRAM. C e-OVERIN-0: 5EE"NOTE COVERING, FOR ADDITIONAL aTAN(SULAR TIREAP DEPTH. CRC 51 1.1.5.2. 1. SOFFITS. V'. FLOOR HAVE TO BE AITHIN 5/6* OF THE P <
SHALL MEET THE MINIMUM 5 0 PERCENT CONSTRUC TION MA5TE REDUCTION 4J MEET THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, *STANDARD METHOD FOR INFORMATION. OVN65: THE RADIUS OF CURVATURE AT THE NOSING SHALL BE NO GREATER THAN MUST BE NON-COMBUSTIBLE Oft IGNITION RESISTANT. OPEN ROOF EAVES ALLOAEP A/
REQUIREMENT IN SECTION 4.406. 1. THE TESTING 4 EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INHOLE-5VILr7h$-YF--N-T]L.ATIO-N: SEE'140-TF-5", AHOLE BUILDING, VENTILATION FOR q / 1 6". A N05IN(5 NOT LESS THAN 5/4"BUT NOT MORE THAN 1.2 5* SHALL BE PROVIDED FIRE RESISTANT PLYAOOP OR 055. CIRC IRS 2.1.5. x S. DOCUMENTATION: DOCUMENTATION SHALL BE PROVIDED TO THE ENFORCING INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS,' VERSION 1. 1, FEBRUARY ADDITIONAL INFORMATION. ON 5TAIRAAY5 V41TH SOLID RISERS. THE GREATEST H05INa PROJECTION SHALL NOT EAVE-VENT5: tu < AGENCY AHICH VEMON5TRATE5 COMPLIANCE AITH C613C 4.405.2. 20 1 0 (AKA SPECIFICATION 0 1 550). EXCEP THE SMALLEST BY MORE THAN 5/5* BETAEEN 2 STORIES, INCLUDING N05IN& AT TO BE APPROVED EAVE VENTS THAT RESIST THE INTRUSION OF FLAME 4 BURNING LU 1:
COMPOSITE Y400P FROPUCT$: HARDAOOP PLYAOOP, PARTICLEBOARD 4 MEDIUM LEGAL REGUIREMENTS: THE LEVEL OF FLOORS AND LANDINGS. fXC, MERISEN Y ESCAPE 4 RESCUE: DENSITY FIBERBOARD COMPOSITE AOOD PRODUCTS USED ON THE INTERIOR OP, PERMIT -0 _IEFTION: A NOSING 19 NOT REQUIRED AHERE EMBERS. CIRC IRS 2 6.5. EXCEPTION # 1: VULCAN VENT5 OR TESTED EQUIVALENT. 0 7- _N 9 EXTERJOR-POOP,5: ITE: A COPY OF THE BUILDING PERMIT MUST BE KEPT ON 51TE UNTIL THE THE TREAD DEPTH 15 A MINIMUM OF 1 1". CRC, 5 1 SEEROTES*, BEDROOM, AINPOA5 FOR ADDITIONAL INFORMATION. EXTERIOR OF THE BUILDING SHALL MEET THE REQUIREMENTS FOR FORMALDEHYDE AS Y40RK 15 COMPLETED AND A FINAL INSPECTION HAS, BEEN MADE. (SEC. 1 05.1) SHALL COMPLY V41TH CRC MUST BE FIRE RESISTANT. DOOR EXT. SURFACE MUST BE NONCOMBUSTIBLE OR #
-E&RE55- SPECIFIED IN AMBS AIR TOXIC5 CONTROL MEASURE FOR COMP05ITE AOOP (111 CCR LO^ZST_F.LO_0R_EJ_I5YAT1ON: IN FLOOD HAZARD AREAS, AN ELEVATION CERTIFICATE 5017.5. IGNITION RESISTANT MATERIAL OR Of! SOLID COME ^OOV 1 3/6'THICK OR HAVE A FC -RF -59 DOOR: AT LEAST ONE EGRESS DOOR SHALL BE PROVIDED. THE EGRESS DOOR clB 120 ET SEW, BY OR BEFORE THE CATES 5PECIFIF-0 IN THOSE SECTIONS, AS SHONN 19 REQUIRED AFTER PLACEMENT OF THE LOAEST FLOOR BEFORE PROCEEPIN& AITH STAIRLSAY-LAN-PIN05- THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM FIRE-RE515TIVE RATIN6 OF NOT LESS THAN 20 MINUTES. CRC MS 2 7.0. SHALL BE 51DE-HIN6EP, 4 SHALL PROVIDE A MINIMUM CLEAR MOTH OF 9 2' AMEN IN TABLE 4.504.5. C615C, 4.504.5 CONSTRUCTION ABOVE. SEE *NOTES", FLOOD ZONE FOP, ADDITIONAL INFORMATION. OF EACH STAIRViAY. THE MINIMUM AIPTH PERPENDICULAR TO THE DIRECTION OF TRAVEL tu uj
MEASURED BETAEEN THE FACE OF THE POOR AND THE STOP, Y41TH THE DOOR OPEN PO-C.-UMENTATION: VERIFICATION OF COMPLIANCE INITH TH15 SECTION SHALL BE LIGHT 4 V _NTILATION: SHALL BE NO LESS THAN THE AIDTH OF THE FLIGHT 5ERVEP. LANDINGS OF SHAPES EXTERIOR GLAZING MUST BE DUAL PANE 4 HAVE AT LEAST (1) PANE OF TEMPERED cIO DEGREES. THE MINIMUM CLEAR HEIGHT OF THE DOOR. OPENING SHALL NOT BE PROVIDED AS REQUESTED BY THE ENFORCING AGENCY. DOCUMENTATION SMALL L[OHT-4 f - OTHER THAN SQUARE OP. RECTANGLE SHALL BE FERMITTEP PROVIDED THE DEPTH AT GLASS. CRC R321.6
LE55 _YfNTH.AM0_Nb ALL HABITABLE ROOMS SHALL HAVE AN A66RE&ATE GLAZING THAN '7 WIN HEIGHT MEASUREP FROM THE TOP OF THE THRESHOLD TO THE BOTTOM OF INCLUDE AT LEAST ONE OF THE FOLLOAIN6: C615C, 4.504.5.1 THE AALKLINE 4 THE TOTAL AREA 15 NOT LE55 THAN THAT OF A QUARTER CIRCLE V41TH A EXTE RL09,_6L6,LL_5- THE STOP. CIRC R511.2 1.) PRODUCT CERTIFICATION5 4 SPECIFICATIONS. AREA OF NOT LESS THAN 0% OF THE FLOOR AREA OF SUCH ROOMS. NATURAL RAPIU5 EQUAL TO THE REQUIRED LANCING AIVTH. AHERE THE STAIRAAY HAS A AALL COVERINGS TO BE NON-COMEUSTIBLE OP, IGNITION RESISTANT. CRC, IRS 21.1. <
LANDINGS: THERE SHALL BE A LANDING OP, FLOOR ON EACH SIPE OF EACH EXTERIOR 2.) CHAIN OF CUSTODY CERTIFICATIONS. VENTILATION SHALL BE THROUGH AINPOA5, DOORS, LOUVERS OR OTHER APPROVED STRAIGHT RUN, THE MINIMUM DEPTH IN THE DIRECTION OF TRAVEL SHALL NOT BE LESS FOUNDATION I_0AOLF__AT_T1C,_VF_NTS: 5) PRODUCT LABELED 4 INVOICEP AS MEETING THE COMPOSITE Y400P PRODUCTS OPENINGS TO THE OUTDOOR AIR. SUCH OPENINGS SHALL BE PROVIDED AITH READY THAN 56" EXC,15FMON: A FLOOR OP. LANDIN615 NOT REQUIRED AT THE TOP OF AN SHALL BE COVERED Y41 METAL AIRE MESH OR NONCOMBUSTIBLE MATERIALS A/ MIN, (L
POOR. THE Y41VTH OF EACH LANDING SHALL NOT BE LESS THAN THE POOR 5ERVW. tt 0
EVERY LANPIN& SHALL HAVE A MINIMUM DIMF-NE71ON OF 59,"MEAWREV IN THE REGULATION (SEE CCR, TITLE 17,5ECTION q 5120, ET SEW. ACCESS OR SHALL OTHERY415E BE READILY CONTROLLABLE BY THE BUILDING INTERIOR FLIGHT OF STAIRS, INCLUPIMS STAIRS IN AN ENCLOSED GARAGE, PROVIDED A OF 1/16"t SHALL NOT EXCEEP I/5"OPENIN6S.r_Rr_R52'7b.2.
DIRECTION OF TRAVEL. EXTERIOR LANDINGS SHALL BE PERMITTEP TO HAVE A SLOPE 4J EXTERIOR GRACE PRODUCTS MARKED AS MEETING THE PS- 1 OR P5-2 OCCUPANTS. THE MINIMUM OPENABLE AREA TO THE OUITPOOR* SHALL BE 44 OF THE POOP, DOES NOT 5AIN& OVER THE STAIRS. CRC 5 1 1..6. MUST BE I&NITION-RES15TANT OR NON-COMBUSTIBLE. apc R327.1.6. 13
STANDARDS OF THE ENGINEERED AOOV ASSOCIATION, THE AUSTRALIAN A5INZ5 FLOOR AREA BEING VENTILATED. CRC P.903. 5TAIKMAY ED W THE AALKIN6 SURFACE OF TREADS 9 LANDINC79 OF ROOF-OUTTER5:
NOT TO EXCEED 114 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2%). CIRC, R51 1.9 THE 2 2 6 q OP. EUROPEAN 6 5 6 55 STANDARDS. ADJOINING ROOMS: FOP. THE PURP05E OF DETERMINING LIGHT AND VENTILATION 5TAIRAAYS L SHALL BE SLOPED NO STEEPER THAN 1 UNIT IN 4WHORIZONTAL (2% SLOPE). SHALL BE PROVIDED A/ MEANS TO PREVENT THE ACCUMULATION OF LEAVES 4 DEBRIS LANDING OR FLOOR ON THE EXTERIOR SIPE SHALL NOT BE MORE THAN '7 5/4" 5.) OTHER METH005 ACCEPTABLE TO THE ENFORCING AGENCY. RQR Y ROOM SHALL BE CONSIVEREP AS A PORTION OF AN ADJOINING CRCS 1 11..1. IN GUTTERS. CRC, R52.5.4. N Q
BELOA THE TOP OF THE THRESHOLD PROVIDED THE COOK DOES NOT 5AIN(S OVER ROOM NHEN AT LEAST 50% OF THE AREA OF THE COMMON 04ALL 15 OPEN AN17 N Z tu d)
,RC, RS 1 1.3. 1. SEE *NOTES", LANDINGS FOR ADDITIONAL FOJUNV r: () THE LANCING OR FLOOR. C H -A HANDRAILS SHALL BE PROVIDED ON AT LEAST 1 SIPE OF EACH CONTINUOUS Y-ERT,5--AT-OADLEeL-CFOUNVATLON. SHALL BE COVERED V41TH METAL AIRE MESH OP. ATION: UNOBSTRUCTED AND PROVIDES AN OPENING OF NOT LESS THAN 1 / 1 0 OF THE FLOOR RUN OF TREADS OR FLIGHT F41TH 4 OP, MORE RISERS. CRC 51 1..6. NON-COMBU5TIBLE MATERIALS AITH A MINIMUM OF 1/ I WAND SHALL NOT XCEED INFORMATION. DRAINAGE: THE &POUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE AREA OF THE INTERIOR ROOM BUT NOT LESS THAN 25 SQUARE FEET. HANPRAIL HEIGHT: HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE 1/4* OPENINGS. CRC R52.6.2 5TAIRINAY5: 5TAIRINAY5 SHALL NOT BE LF -55 THAN 5 WIN CLEAR Y41VTH AT ALL SLOPED AAAY FROM THE BUILDING AT NOT LE55 THAN WIN THE FIRST 1 0'(5% 5LOPE)- ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL NOT BE LESS < Lu
Y41NDOY494VOORS: IL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOA THE REQUIRED CIRC, R401.5. 1.) EXCEPT AHERE ZONING REGULATIONS ARE MORE RESTRICTIVE, ANY EXTERIOR AALL THAN 3 4"4 NOT MORE THAN 3 5". EXCEPTIONS: 1 d THE USE OF A VOLUTE, TURNOUT OP, HEADROOM HEIGHT. HANPRAILS SHALL NOT PROJECT MORE THAN 4.5'ON EITHER 51PE gAj5Ep_FLOOR YENTH-ATION: OMANI- SPACE AREAS SHALL BE VENTILATED BY OF A DAELLING MUST BE AT LEAST 1 O'FROM THE PROPERTY LINE UNLE55 IT 19 AT 5TARTIN& EASING SHALL BE ALLOAEP OVER THE LOAE5T TREAD. 2.) VNIHEN HANPRAIL SAFETY GLAZING: S, INCLUDE THE FOLLOAIN6: < < I OF THE 5TAIMAAY ANP THE MINIMUM CLEAR AIVTH OF THE STAIRAAY AT AND BELOA AN APPROVED MECHANICAL MEANS OR BY OPENINGS INTO THE UNDERFLOOR AREA THE HANDRAIL HEIGHT, INCLUDING TREADS AND L-ANVIN65, SHALL NOT BE LE59 THAN AALLS. SUCH OPENINGS SHALL HAVE A NET AREA OF NOT LE59 THAN 1 SOFT FOR LEAST ONE-HOUR FIRE-RE515TANT CONSTRUCTION. FITTINGS OR SENVINC75 ARE USED TO PROVIDE CONTINUOUS TRANSITION BETAEEN HAZARDOUS LOCATIONS REQUIRING SAFETY 6LAZINr < 2.) AINVOY45 4 OPENINGS: THE AREA OF UNPROTECTED 4 PROTECTED Y41NDOY49 4 FLIGHTS, TRANSITIONS AT AINVEM TREADS, THE TRANSITION FOP, HANDRAIL TO OLAZING-IN-POORS: IN ALL FIXED 4 OPERABLE PANELS OF SAINtSIN6, SLICING 4 BI -FOLD IL
5 1 1/2"AHEIRE A HANDRAIL IS INSTALLED ON ONE SIDE AND 21"MMERE HANDRAIL5 EACH 150 SOFT OF UNPERFLOOR AREA. ONE VENTILATION OPENING SHALL BE OTHER EXTERIOR AALL OPENIN65 19 NOT LIMITED, PROVIDED THE DISTANCE TO THE GUARDRAIL, OP. U5EP AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS DOORS. 5XCrr=PTAON5: 1) OPENING IN AHICH A 5" DIAMETER SPHERE 15 UNABLE TO ARE PROVIDED ON BOTH SIPES. CIRC, M511.1 SEE *NOTES', STAIRS, HANPRAILS, 4 LOCATED AITHIN VOF EACH CORNER OF THE BUILDING. OPENINGS SHALL BE LOCATED GUARDS FOR ADDITIONAL INFORMATION. PROPERTY LINE IS GREATER THAN 5. OP, BENDIN65 SHALL BE PERMITTED TO EXCEED THE MAXIMUM HEIGHTS. CIRC 9 1 1..5. 1. PASS. 2) IN DECORATIVE GLAZING. CRC, R506.4. 1.
50 AS TO PROVIDE CROSS VENTILATION. 5.) AINPOA5 4 OPENINGS: Y41NDOY45 4 OTHER OPENINC75 GREATER THAN 5 FEET BUT NOT CONTINUITY, HANPRAILS FOR 5TAIRAAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH 04AZIN0_APJAC,F_NTJ;_1OORS: CC R.508.4.2 6LAZINGAITHIN A 24" ARC OF EITHER _F__NN6fP,aNMF_NTAL GUALITY: FOUNPA-TION-YENTS: SHALL BE aOVEREP Y41TH CORRO51ON-RES15TANT AIRE MESH MORE THAN S'FROM THE PROPERTY LINE ARE LIMITEP IN AREA TO 25% OF THE AALL OF THE FLIGHT. FROM A POPINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A VERTICAL EDGE OF THE POOR IN A CL05ED POSITION 4 MHERE THE BOTTOM EXP05EO EDGE OF THE GLAZING 15 LE55 THAN 60"ABOVE THE FLOOR OR AALKIN6 SURFACE. PROVIDE MEANS OF REDUCING THE QUANTITY OF AM CONTAMINANTS THAT ARE ODOROUS V41TH OPENINGS NOT LE59 THAN 1 /5"AND NOT TO EXCEED 1/4'IN DIMENSION. CRC AREA. POINT DIRECTLY ABOVE THE LOAER M15ER OF THE FLIGHT. HANDRAILS EN05 SHALL BE
IRRITATIN& AND/OP HARMFUL TO THE COMFORT 4 Y4ELL BEING OF A 5VILDIN&'S IN5TALLER.�, R405.5EE A,UJ,_H_OTE$ FOP. PROPERTIE5 LOCATED IN A AILP-LANP URBAN INTERFACE. 4.) AINVOA5 4 OPENINGS: AINVOY45 4 OTHER OPENINGS ARE NOT PERMITTED AITHIN S' RETURNED OP, SHALL TERMINATE IN NEAEL POSTS, OP, SAFETY TERMINALS. HANDRAIL5 FXCEF�TION5: 1) DECORATIVE GLAZING. 2) AHERE THERE 15 AN INTERVENING INALL OR OCCUPANTS 4 NEfrvHBOR5. FOUNPATIORA.."-E-55: PROVIDE CRAAL SPACES AITH A MINIMUM OF 1 ACCESS OP. LE59 OF THE PROPERTY LINE. APJACENT TO A AALL SHALL HAVE A SPACE OF NOT LESS THAN 1.5'BETAEEN THE INALL PERMANENT BARRIER SETAMEN THE POOR 4 GLAZING. 5) GLAZING IN AALL5 ON THE 1. FIN15H MATERIAL POLLUITAN-CONTRO COMPLY Y41TH OPENING. IF ACCESS 19 THROUGH THE FLOOR IT SHALL NOT BE LESS THAN 1 b'BY 24". IF 4 HANPRAIL5. EXCEPTIONS: Q HANDRAII-5 SHALL BE PERMITTED, TO BE INTERRUPTED LATCH SIDE OF it PERPENDICULAR TO THE PLANE OF THE POOR IN A CL05ED POSITION. L: FINISH MATERIALS SHALL 5.) ANY EXTERIOR AALL OF A DETACHED GARAGE OP. OTHER GROUP U OCCUPANCIES
C61216, 4.504.2.1 ADHESIVES, SEALANTS 4 CAULKS. APHEVVE5,5EALANT5 4 CAULKS THROUGH A PERIMETER AALL IT SHALL NOT BE LE55 THAN I WBY 24". CRC, R405.4. MUST BE AT LEAST S'FROM THE PROPERTY LINE UNLESS IT IS OF AT LEAST ONE-HOUR BY A NENEL P05T AT THE TURN. 2.) THE USE OF A VOLUTE, TURNOUT, STARTING EASING 4) AHERE ACCES5 THROUGH THE DOOR 15 TO A CLOSET OP. STORAGE AREA WOR
USED ON THE PROJECT SHALL MEET THE REQUIREMENTS OF THE FOLLOAIN(5 VIDE A 6 -MIL POLYETHYLENE VAPOR RETARDER V41TH JOINTS FIRE-RES15TANT CONSTRUCTION. AINVOIA15 4 OTHER OPENINGS ARE NOT PERMITTED OR 5TARTIN6 NEAEL 15 ALLOAEP OVER THE LOINEST TREAD. CRC 5 1 LE55 IN DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY AITH CRC P.505.4.5. 5) STANDARDS: LAPPED NOT LE55 THAN 6'BETAEEN THE BASE COURSE OR SUBSRAVE 4 THE NITHIN 5 FEET OP. LESS OF THE PROPERTY LINE. -ORIJI-51ZE: ALL REQUIRED HANDRAIL5 SHALL BE OF 1 OF THE FOLLOAIN6 TYPES OR GLAZING THAT 15 ADJACENT TO THE FIXED PANEL OF PATIO DOORS. A. APHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMER.5,5EALANTS, CONCRETE FLOOR SLAB. CRC R506.2.3. bd ONE-HOUR FIRE-RE51STANT CONSTRUCTION INCLUDES THE FOLLOAIN6: PROVIDE EQUIVALENT &RA5PABILITY- GLAZING IN AMPOP45: CIRC M505.4.5. GLAZING IN AN INDIVIDUAL FIXED OP, OPERABLE
SEALANT PRIMERS, 4 CAULKS SHALL COMPLY INITH LOCAL OP, REGIONAL AIR -UNDERFLOOR-C��ANOUT-$. SHALL BE LOCATED AITHIN 20' OF CRAAL SPACE AcCES5. A. EXTERIOR PLASTER OVER METAL OR AIRE LATH ON THE OUTSIDE 4 5/5" TYPE 1 - HANPRAILS AITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUT51DE PANEL THAT-MaET5 ALL OF THETOLLOA11,16 CONDITIONS SMALL BE C01,151PFRED
POLLUTION CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES AHERE GARAGE: TYPE X GYPSUM ^ALLBOARV ON THE INSIDE. DIAMETER OF A LEAST 1.25"4 NOT GREATER THAN 2*. IF THE HANDRAIL IS NOT CIRCULAR, HAZARDOUS LOCATIONSi I)THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4"4 NOT GREATER THAN 6.25"AITH THAN cl SOFT. 2) THE BOTTOM EDGE OF THE GLAZING IS LF -55 THAN 1 5- ABOVE THE APPLICABLE OP. SCAOMP RULE 1 1 65 VOC, LIMITS, AS SHOAN IN TABLE 4.504.1 OP, PAELLINO/OARA61! AND/ ARP�O&TJSEPARATION: B. THREE-FOURTHS-INOH DROP SIDING OVER 1/2" GYPSUM SHEATHING ON 2"x 4" 4.504.2, AS APPLICABLE. SUCH PRODUCTS AL50 SHALL COMPLY NTH THE RULE A. FROM THE RESIDENCE ANP ATTICS. NOT LE59 THAN 1/2"6YPSUM BOARD OP. Y4000 STUDS AT 1 b'cle. ON EXTERIOR SURFACE P41TH INTERIOR SURFACE A MAXIMUM CROSS SECTION OF DIMENSION OF 2.25*. EDGES SHALL HAVE A MINIMUM FLOOR. SJ THE TOP EDGE OF THE (SLAZINC715 MORE THAN 5 WABOVE THE FLOOR: AND 1 1 66 PROHIBITION ON THE USE OF CERTAIN TOXIC, COMPOUNDS (CHLOROFORM, EQUIVALENT APPLIED TO THE GARAGE SIDE. TREATMENT AS SPECIFIED IN ITEM 1. GYPSUM SHEATHING NAILED AITH 1 5/4* BY RADIUS OF 0.0 1". 4) ONE OP, MORE AALKIN6 SURFACES ARE AITHIN 56"MEASUREP HORIZONTALLY 4 IN A ETHYLENE PICHLORIPE, METHYLENE CHLORIDE, PEIRCHLOROETHYLENE 4 B. FROM ALL HABITABLE ROOMS ABOVE THE GARAGE OP, CARPORT: NOT LE59 NO. 1 1 GAGE BY 1 /1 WHEAP 6ALVANIZEP NAILS AT Wcla. SIDING NAILEP V41TH TYPE 2: HANDRAILS Y41TH A PERIMETER GREATER THAN 6.25'5HALL HAVE A STRAIGHT LINE OF THE GLAZING. EXCEPTIONS: 1) DECORATIVE GLAZING. 2) AHEN A
TRICHLOROETHYLENE). THAN 5/5'TYPE X GYPSUM BOARD OP. EQUIVALENT. 'Id GALVANIZED SMOOTH BOX NAILS. &RASPABILITY FINGER RECE55 ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS HORIZONTAL RAIL IS INSTALLED ON THE ACCE551SLE 51PEW OF THE GLAZING 5 4* TO B. AER0501-A C. ADDITIONAL A5SEMELIE5 FOR FIRE-RE515TANCE-RATED INALL ASSEMBLIES ARE IN AITH A DISTANCE OF 5/4"MEASURED VERTICALLY FROM THE TALLEST 5 8" ABOVE THE INALKINS SURFACE. THE RAIL SHALL BE CAPABLE OF AITHSTANDIN(S A
. PREVVE-5 I SMALLER UNIT 51ZES OF At)HE51VE5,4 SEALANT OR. C. STRUCTURE(S) SUPPORTING FLOOR/CEILIN6 ASSEMBLIES USED FOP, SEPARATION SHALL SEC
CAULKING COMPOUNDS (IN UNITS OF PRODUCT, LESS PACKAGING, AHICH 00 NOT REQUIRED BY THIS SECTION. NOT LE55 THAN 1/2'GYP5UM1 BOARD OR LOCATED IN TABLE 'I 2 0.1(2). MEC. 1 2 0. 1) PORTION OF THE PROFILE 4 ACHIEVE A DEPTH OF AT LEAST 5/1 WAITHIN1/6'BELOA HORIZONTAL LOAD OF 50 POUNP5 PER LINEAR FOOT AITHOUT CONTACTING THE AF -16H MORE THAN 1 POUNP 4 DO NOT CONSIST OF MORE THAN 16 FLUID OUNCES) EQUIVALENT. 'I.) INALL5 PERPENDICULAR TO THE PROPERTY LINE ARE NOT REGULATED. THE AIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR AT 6LA55 4 BE A MINIMUM Of 1 1/2'IN CROSS SECTIONAL HEIGHT. SHALL COMPLY V41TH STATEAIDE VOC, 5TANPARD5 4 OTHER REQUIREMENTS, P. GARAGES LOCATED LE55 THAN VFROM A VAELLIN& UNIT ON THE SAME LOT: 6.) PROJECTIONS ARE LIMITED BASED ON LOCATION OF EXTERIOR AALL 4 AHETHER LEAST 5/5'TO A LEVEL THAT 15 NOT LE55 THAN 1.715'15ELOA THE TALLEST PORTION OF OLAZINOrl"UARP-54-RAILS: CRC, P.305.4.4. GLAZING IN GUARDS 4 MAILS SHALL BE INCLUDING PROHIBITION5 ON USE OF CERTAIN TOXIC, COMPOUNDS, OF CALIFORNIA NOT LESS THAN 1/2"GYP5UM BOARD OP, EQUIVALENT APPLIED TO THE OPENINC75 ARE EITHER RESTRICTED OR NOT PERMITTED. THE PROFILE. THE MINIMUM AIPTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE 1.25' aON510EREP HAZARDOUS. COVE OF RE6ULATION5, TITLE 1 -T, COMMENCING AITH SECTION 1450-1. INTERIOR SIDE OF EXTERIOR AALLS THAT ARE V41THIN THIS AREA. q.) PROJECTIONS ARE NOT PERMITfEP TO EXTEND ANY CLOSER TO THE PROPERTY TO A MAXIMUM OF 2.1 S" EDGES SHALL HAVE A MINIMUM RADIUS OF 0.0 I*. CRO 5 1 1.1.5.5. &A.AZIN0_M_ET_5VMFACf_5: CRC R505.4.5. GLAZING IN AALLS, ENCLOSURES OR F,AINT5�W&S: C68C 4.504.2.2 ARCHITECTURAL PAINTS 4 COATINGS SHALL HASITABL"PAC LINE: MORE THAN I /S THE DISTANCE AHERE OPENINGS ARE REQUIRED TO BE F_XTf_RIO"j=P/PL Om ANPRAIL5: CRC 9 1 1.7.8.4. SHALL COMPLY FENCES CONTAINING OR FACING HOT TUBS, SPAS, AHIRLPOOLS, SAUNAS, STEAM _�_C_AOOVE: A50VE A GARAGE MUST BE SEPARATED BY 5/5 AITH CRC 50*7.5. ROOMS, BATHTUBS, SHOAER5 4 INVOOR OR OUTDOOR SAIMMIN6 POOLS AHERE THE
COMPLY AITH VOC LIMITS IN TABLE 1 OF THE ARB ARCHITECTURAL SUGGESTED TYPE X GYPSUM BOARD. CRr_ TABLE R.502.6 PROTECTED, OR; MORE THAN 12"AHERE OPENINGS ARE NOT PERMITTED. &LUMNATION: ALL STAIRS SHALL BE PROVIDED AfTH ILLUMINATION IN ACCORDANCE BOTTOM EXP05ED EDGE OF THE GLAZING 15 LE55 THAN &O'ABOVE A STANDING OR
CONTROL MEASURE, AS SHOAN IN TABLE 4.504.3, UNLESS MORE STRINGENT LOCAL 0-00-95: POOR5 SETAEEN THE PAELLIN6 4 GARAGE TO BE 1 3/5, OFF -RATION 4 MAINTENANCE-MANUAI-- AITH CRC 505.6. MALKIN6 SURFACE SHALL BE CONSIDERED HAZARDOUS. THIS SHALL APPLY TO SINGLE z LIMITS APPLY. THE VOC CONTENT LIMIT FOR COATIN65 THAT DO NOT MEET THE THICK, SOLID CORE MOOD, 50LID CORE STEEL, HONEYCOMB CORE STEEL, OR A POOR 1.) OPE ATION 4 MAINTENAINCE-MA-NUAL. AT THE TIME OF FINAL INSPECTION, A : SPIRAL STAIRAAYS 4 SULKHEAP ENCLOSURE SHALL COMPLY AITH 6LAZIN6 4 ALL PANES IN MULTIPLE GLAZING. EXCEP-TION: GLAZING THAT 15 MORE THAN DEFINITIONS FOR THE SPECIALTY COATIN65 CATEGORIES L15TED IN TABLE 4.504.5 V41TH A 20 MINUTE FIRE PROTECTION RATING, AND BE 5ELF-CL05IN& 4 SELF-LATCHIN6. SPECIAL 5TA19JNAY-5 SHALL BE DETERMINED BY CLASSIFYING THE COATIN6 AS A FLAT, NONFLAT OR MANUAL, COMPACT DISC, AEB-SA5EP REFERENCE OP, OTHER MEDIA ACCEPTABLE TO ALL REGUIREMENT5 OF CRC 51 1.1 EXCEPT A SPECIFIED SELOA. 60"MEASURED HORIZONTALLY 4 IN A STRAIGHT LINE FROM THE AATER'5 EDGE OF A EXCEPTION: GARAGES THAT HAVE FIRE SPRINKLERS NEED ONLY BE SELF-CLOVIN16 4 THE ENFORCING AGENCY AHICH INCLUDES ALL OF THE FOLLOAIN6 SHALL SE PLACED 5FJMAL_5TAMnAY_5: SPIRAL STAIRINAYS ARE PERMITTED, PROVIDED THE MINIMUM BATHTUB, HOT TUB, SPA, INHIRLPOOL OP. 5AIMIMIN& POOL. <
NONFLAT-H16H &LOSS COATING, BASED ON ITS GLOSS, AS PEFINEP IN 5US5ECTION5 SELF-LATCHIN6. CRC,RS02.5.1. IN THE BUILDING: CLEAR Y410TH AT 4 BELOA THE HANDRAIL5 SHALL BE 26"AlTH EACH TREAD HAVING A OLAZIN STAIRS CRAMP C, R505.4.6. GLAZING INHERE THE BOTTOM
4.21,4.56,4 4.5"I OF THE 2001 CALIFORNIA AIR RESOURCES BOARD, 91,16GESTEP PO R FROM 6ARA0 NO OPENINC79 ARE PERMITTED FROM GARAGE 5: OP A. DIRECTIONS TO THE OANER OR OCCUPANT THAT THE MANUAL SHALL REMAIN Y41TH -1.5' MINIMUM TREAD DEPTH AT 12"FROM THE NARROAER EDGE. ALL TREADS SHALL BE EDGE OF THE OLAZIN& 15 LESS THAN 56* ABOVE THE PLANE OF THE ADJACENT CONTROL MEASURE, 4 THE CORRESPONDING FLAT, NONFLAT OP, NONFLAT-HISH C7LC?55 DIRECTLY INTO A ROOM USED FOP, SLEEPING. CRC 502.5.1 THE BUILDING THROUGHOUT THE LIFE CYCLE OF THE STRUCTURE. IDENTICAL, AND THE RISE SHALL BE NO MORE THAN 5.5'. A MINIMUM HEAPROOM OF 6-6. AALKINS SURFACE OF STAIRAAYS, LANDINC75 5ETAEEN FL16HTS OF STAIRS 4 RAMPS VOC LIMIT IN TABLE 4.504.5 SHALL APPLY. S -TA -IRS: ENCLOSED ACCESSIBLE AREAS UNDER STAIRS SHALL BE COVERED BY 5. OPERATION 4 MAINTENANCE INSTRUCTIONS FOR THE FOLLOAIN6: SHALL BE PROVIDED. CRC, 5 1 1.1. 1 0. 1. SHALL BE CONSIDERED A HAZARDOUS LOCATION. BX0Ef_TLaN: 1) AHEN A RAIL 15 tu LL
5. AER050-L-PAINT5 4 COATINGS: C65C 4.504.2.9 AEROSOL PAINTS 4 COATINC75 SHALL 1/2* GYPSUM BOARD. CRC TABLE R502.6 1) EQUIPMENT 4 APPLIANCES, INCLUDING AATERo5AVIN& DEVICES 4 SYSTEMS, Ir- Z
vHTED MIR LIMITS FOR ROC IN SECTION q4522(A)(3) 4 OTHER DUCTS- PUCT5 IN THE GARAGE THAT PENETRATE THE SEPARATION MUST BE A MINIMUM HVAC SYSTEMS, AATER-HEATING SYSTEMS 4 OTHER MAJOR APPLIANCES 4 SURFACES, INCLUDING STAIRS, RAMPS 4 LANDINGS, THAT ARE LOCATEP MORE THAN 50. AALKIN6 SURFACE. THE RAIL SHALL BE CAPABLE OF AITHSTANOIN6 A HORIZONTAL MEET THE PRODUCT-AEIr OUARP5 - INHERE REQUIRED: GUARDS SHALL BE LOCATED ALONG OPEN SIVED AALKINS INSTALLED ON THE ACCESSIBLE 51DEW OF THE GLAZING S4'TO SW ABOVE THE REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS 4 OF 26 GAUGE STEEL AITH NO OPENIN65 IN THE GARAGE. R302.5.2. EQUIPMENT. MEASURED VERTICALLY TO THE FLOOR OR GRACE SELOA AT ANY POINT AITHIN 3 6* LOAD OF 50 POUNDS PEP, LINEAR FOOT AITHOUT CONTACTING THE 6LA55 4 BE A tu
OZONE PEPLETINC7 SUBSTANCES, IN SECTIONS 14522(C)(2) 4 (DX2) OF CALIFORNIA 5UPPORTINOLY-4EMENTS.- SUPPORTING ELEMENTS OF SEPARATION ARE NO LONGER 2) ROOF 4 YARD DRAINAGE, INCLUDING 67UTTERS 4 POANSPOUTS. HORIZONTALLY TO THE EDGE OF THE OPEN SIPE. INSECT SCREENIN& SHALL NOT BE MINIMUM OF 1 1/2'IN CROSS SECTIONAL HEIGHT. 2) GLAZING 5 6'OR MORE MEASURED z z CODE OF REGULATIONS, TITLE 1 *7, COMMENCIN& AITH SECTION cq45 20; 4 IN AREA5 REQUIRED TO BE PROTECTED. 9) SPACE CONDITIONING SYSTEMS, INCLUDIN& CONDENSERS 4 AIR FILTERS. CONSIDERED A &VARD. CRC, 5 1 2. 1. 1. HORIZONTALLY FROM THE AALKING SURFACE. uji UNDER THE JURISDICTION OF THE BAY AREA AM QUALITY MANAGEMENT DISTRICT 0ARAOE-P-00P, HOLD GARAGE FLOOR BACK 90 THAT DOOR LANDS ON APRON 4) LANDSCAPE IRRIGATION SYSTEMS. OVAIRPS-zi-HEIGHT: REQUIRED ISUARE75 SHALL BE NOT LESS THAN 42" HIGH MEASURED C7LAZIN$-AP-JAjaENT-TjO-MRE-BOTTOM OF STAIRA�ANPIN49: GLAZING ADJACENT TO THE Z lu ADDITIONALLY COMPLY P41TH THE PERCENT VOC BY AE16HT OF PRODUCT LIMITS OF 3/4* BELOM GARAGE FLOOR. 5) AATER REUSE SYSTEMS. VERTICALLY ABOVE THE ADJACENT AALKIN6 SURFACE, ADJACENT FIXED SEATING OR LANDING AT THE BOTTOM OF A STAIRAAY AHERE THE GLAZING IS LE55 THAN 56" is v RESULATION 6, RULE 4q. -OARAOE-POOK OPENER: SHALL BE L15TED IN ACCORDANCE P41TH UL 325. CIRC, RSOIRA.. 2.) INFORMATION FROM LOCAL UTILITY, AATER 4 AA5TE RECOVERY PROVIDERS ON THE LINE CONNECTIN6 THE LEAVING EDGES OF THE TREADS. EXCEPTIONS: 1.) GUARDS ABOVE THE LANCING 4 AITHIN WHORIZONTALLY OF THE BOTTOM TREAD SHALL BE tu 4.YEIRIMICATION: 4.504.2.4VEPlFlr-ATIONOFr-OMPLIANCE)NITHT14155r=CTION5HALLSE A4!F._P_0OR OPENING: FIN15HED OPENING TO BE 1 " SHORTER IN HEIGHT 4 2' MET44005 TO FURTHER REDUCE RESOURCE CONSUMPTION, INCLUIPIN6 RECYCLE ON THE OPEN 51DE5 OF STAIRS SHALL HAVE A HE16HT OF NOT LE55 THAN 54* MEASURED CONSIDERED A HAZARDOUS LOCATION. EXCEF!�N: THE GLAZING IS PROTECTED BY PROVIDED AT THE REQUEST OF THE ENFORCING AGENCY. DOCUMENTATION MAY NARROAER THAN AIPTH OF GARAGE POOP. SIZE. PROVIDE 50LID BLOCKIN& AT RGS VERTICALLY FROM A LINE CONNECTING THE LEAVING EDGE OF THE TREADS. 2.) AHERE A GUARD COMPLYING AITH CIRC, R512 4 THE PLANE OF THE GLAS5 19 MORE THAN 1 8" < INCLUDE, BUT 19 NOT LIMITED TO, THE FOLLOAIN6: CENTER OF DOOR. FROM HEADER TO A MINIMUM OF 14"ABOVE TOP OF DOOR. 5.) PUBLIC TRANSPORTATION ANV/OR CARPOOL OPTIONS AVAILABLE IN THE AREA. THE TOP OF THE GUARD AL50 SERVES AS A HANDRAIL ON THE OPEN 510155 OF STAIRS, FROM THE GUARD. z ki IL
A, MANUFACTURER'S PRODUCT SPECIFICATION. OA"A E-FLOOR1 THE FLOOR SHALL BE SLOPE TO FACILITATE THE MOVEMENT OF 4.) EDUCATIONAL MATERIAL ON THE P051TIVE IMPACTS OF AN INTERIOR RELATIVE THE TOP OF THE SUARP SHALL NOT BE LE55 THAN S4"4 NOT MORE THAN SW MEAWREP 6LAZLN"09-5-THkN-!72"-A-DOY-E-FINL5-H-F-P OFAPE: AINVOY45 HAVING OPENINGS
B. FIELD VERIFICATION OF ON-SITE PRODUCT CONTAINERS. LIQUIDS TO THE FRONT POOR. 6RC R.5041. 1. HUMIDITY BETAEEN 50-60 PERCENT 4 INHAT MF-TH005 AN OCCUPANT MAY USE TO VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS, CRr, LOCATED INITHIN 24"OF THE FINISHED FLOOR TO BE PROVIDED INITH AINDOA FALL
S. INTERIOR MOISTUME,jCONTR0A_- fV_C_,A_PA5ILITY: A LISTED RACEINAY SHALL BE INSTALLED TO ACCOMMODATE A MAINTAIN THE RELATIVE HUMIDITY LEVEL IN THAT RANGE. 512.1.2. PREVENTION DEVICES OR OPENING CONTROL DEVICES THAT COMPLY INITH A5TM F
A. r DEDICATED 206/240 -VOLT BRANC,H CIRCUIT ORIGINATING AT THE MAIN SERVICE OF, 5.) INFORMATION ABOUT AATER-CONSERVIN6 LANDSCAPE I IRRIGATION DESIGN I OUARPSi REQUIRED GUARDS SHALL NOT HAVE OPENINC75 FROM 2OqO. CIRC RS 12.2.1
FOUNP,6TION5: 4.505.2 CONCRETE SLAB FOUNDATIONS REQUIRED
TO HAVE A VAPOR RETARDER BY THE CALIFORNIA BUILDING COVE, CHAPTER 1 Cl OP, SUB PANEL 4 SHALL TERMINATE INTO A LISTED CABINET, BOX OR OTHER ENCLOSURE FOR CONTROLLERS AHICH CONSERVE AATER. THE AALKINS SURFACE TO THE REQUIRED GUARD HEIGHT AHICH ALLOAS PASSAGE OF A LIVABLE:
CONCRETE 5LAS-ON-6ROUNP FLOOR5 REOUIREV TO HAVE A VAPOR RETARDER BY Al-L-HAVITABLE-ROOMS: SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LESS
THE FUTURE INSTALLATION 4 USE Of: ELECTRIC VEHICLE (EV) CHARGERS. THE RACPEAAY 6.) INSTRUCTIONS FOR MAINTAINING GUTTERS 4 VOANSPOUT5 4 THE IMPORTANCE OF 4"SPHERE. EXCEFTIONS: I.) THE TRAIN6ULAM OPENINC59 AT THE OPEN SIDE OF STAIR, THAN 6% OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL BE 291OSqFt 1STFLR
THE CALIFORNIA RE51DENTIAL COVE, CHAPTER 5, SHALL AL50 COMPLY Y41TH THIS SHALL NOT BE LESS THAN 1"IN51PE DIAMETER 4 SHALL BE CONTINUOUS AT ENCLOSED, DIVERTING AATER AT LEAST VAAAY FROM THE FOUNDATION. FORMED BY THE RISER, TREAD 4 BOTTOM RAIL OF A GUARD, SHALL NOT ALLOA THROUGH AINPOA5, DOORS, LOUVERS OP, OTHER APPROVED OPENINGS TO THE -7 5 4 5qFt 2NE7 FLR
SECTION. INACCESSIBLE, OP, CONCEALED AREAS AND SPACES. THE SERVICE PANEL AND/Om 1.) INFORMATION ON REQUIRED ROUTINE MAINTENANCE MEASURES, INCLUDING, BUT NOT PASSAGE A &"SPHERE. 2.) &VAMPS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OUTDOOR AIR. SUCH OPENINC75 SHALL BE PROVIDED AITH READY ACCESS OP, SHALL 3644 SqFt TOTAL
SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40 -AMP MINIMUM BRANCH CIRCUIT. LIMITEP TO, CAULKING, PAINTING, 6RAPINC7 AROUND THE BUILDING, ETC. OPENINC75 AHICH ALLOA PASSAGE OF A 4 5/5"SPHERE. CRC, 512.1.5. OTHERAISE BE READILY CONTROLLABLE BY THE BUILVINC, OCCUPANTS. THE MINIMUM
THE RACEAAY TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY MARKED 5.) INFORMATION ABOUT STATE SOLAR ENERGY 4 INCENTIVE PRO6RAM5 AVAILABLE. OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA AS *EV r-APA5LE*. 0613C 4.106.4.1 cq.) A COPY OF ALL SPECIAL INSPECTION VERIFICATIONS REOUIREP BY THE ENFORCING BEING VENTILATED. CRC, R305. 1. Cp A R A Cp E: AATER-50FTNERS: PROVIDE 5/4" PIPE CONNECTION. CPC 1 1.4. AGENCY OR TH15 COVE. LAST UPDATED: i 1/26/201 6
605 SqFt
PATIO:
1112 5qFt FRONT
& 14 SqFt REAP,
PERMIT 606 SqFt TOTAL
BUTrE COUWY DEVELOPMENT SERVICES
REVIEWED FOR DATE:
CODE COMPLIANCE 11/25/2016
I Y MIT14
cD BYoo 5HOriN
SHEET
a COPYRIGHT 201 MAX RAMIREZ - GOLDEN SUN PE516M ENERGYCALC5 MMIT5TRUr_TURALVE5IGN 5TRUCTURALF1,16INEER. 5LAB\Alrantar Realdence.lagout DRAFTING
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C,:\Uqers\Lynn\Poauments\rh1ef X5 Plans\Alonzo Alaantar 15400 LYNN SMITH :U
RICK PENNEY - GENERAL CONTRACTOR -1 SAM50N AVENUE, r gS Z10 LINVO AVENUE #200, CHICO, CA 41 5 -0126 OANER: ALONZO 4 COURTNEY ALCANTAR I 11 q SYCAMORE VALLEY ROAD, (530) 5 I 8-5386 CELL 2215 ORNIN6, CALIFORNIA q 6 02 1 (530) 5cl2-440'7 AORK (5 5 0) 5 -10-5 2 6 11 H15 CELL CHICO, CA q 5 q -7 S
PHONE: (5 5 0) 5 2 1 -"I 2 4 2 CELL EMAIL ADDRESS: Rylande5urnmItChlao.com EMAIL ADDRESS: AAIasntsr@SJM.rom (550) 8-11-0555 AORK FMAILADDIRESS- Maxer-adMamaxam
STUD WALL ELEVATION KEY
®
F
GENERAL STRUCTURALTI
NOTES
®
®
ABBREVIA 0 �S
1. GENERAL
3. / REINFORCING CONTINUED
6.
BE CONTINUED 9.
FRAMING/ LUMBER CO
DESIGN LOADS
AB
ANCHOR BOLT
K
KIPS
POSTS AN
18'-0"
.CONCRETE
MULTIPLE
A.B. PER
STUDS TO
,
ADD L
ADDITIONAL
L -
ANGLE
A
ALL WORK SHALL CONFORM TO THE 2013 CBC AND ALL APPLICABLE LOCAL CODES.
I .REINFORCEMENT
COVER SHALL BE AS FOLLOWS.. ..
_
6-4
POSTS/TRIMMERS.
CRITERIA PER CBC CHAPTER 16
A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING C ,
ADJ
ADJACENT
LLH
LLV
LE HORIZ.
LONG G
LONG LEG VERT.
DIVISIONS I, II, III, AND IV U.N.O..
ALT
ALTERNATE
B)
THE ENGINEER SUMMIT STRUCTURAL DESIGN) HAS PROVIDED AND IS RESPONSIBLE FOR
( )
CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO S01 L 3
A.)
L WITH
SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS
SU POT S
ARCH
BLDG
ARCHITECTURAL
BUILDING
BUIL IN
LONG
LSL
LONGITUDINAL
LONG SLOTTED HOLE
SPECIFIC STRUCTURAL ITEMS ONLY. ALL OTHER REQUIREMENTS OF THE BUILDING CO DE
.
CONCRETE WITH SOIL OR WEATHER EXPOSURE.
CO C
EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS.
Q
B SEISMIC.
)
BLKG
BLOCKING
L VL
LAMINATED VENEER LUMBER
..INCLUDING WATERPROOFING,_
FIREPROOFING DRAINAGE HANDICAP ACCESSIBILITY EGRESS
#S.BARS AND SMALLER 1 „
„
SEISMIC IMPORTANCE FACTOR. 1
_ _
MAPPED SPECTAL RESPONSE ACCELERATIONS. Ss 0.613 S 1 0.270
BM
BE M
A
MAX
MAXIMUM
...REQUIREMENTS,
E DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN
PARKING AND ALL OTHER Q
#6 BARS AND LARGER 2
B. )
WHERE POSTS WITH COLUMN CAPS OR BEARING .PLATES ARE SPECIFIED, THE LOAD IS TO BE
.
BOTT (B)
BOTTOM
TT
MB
LT
MACHINE BOLTS
AL ULATIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR OR
IN THE STRUCTURAL DESIGNC C
„
T OIL OR WEATHER EXPOSURE. 3 4
CONCRETE WITHOUT S /
D Tt N BY VERTICAL GRAIN ONLY U.N.O.
TRANSFERRED TO THE FOUNDATION 0 ,
SEISMIC SITE CLASS. D _
_
BTF
BEAT TO FIT
MECH
MECHANICAL
N BE MADE FROM THE DESIGN AS SPECIFIED IN THESE
SHOULD ANY CHANGES OWNER.
_
- - =
SDS 0.535 SD1 0.335 Cs 0.08
.SPECTRAL RESPONSE COEFFICIENTS:,
,
BTWN
BETWEEN
MFR
N MANUFACTURER
MA OF
THE WRITTEN APPROVAL FROM THE ENG (NEER THEN THE ENGINEER
DOCUMENTS WITHOUTJ
REINFORCING 60
R ASTM A61S U.N.O. LAP BOTTOM RE 0
REINFORCEMENT SHALL GRADE 60 PER ( )
„
6-5
.
WALL FRAMING.
DESIGN CATEGORY. D
SEISMIC DES G
•
BASIC SEISMIC -FORCE -RESISTING SYSTEM. LIGHT FRAMED SHEAR WALLS
CB
CARRIAGE BOLTS
MIN
_ MINIMUM
ENO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE.
WILL ASSUME
F CONCRETE OR
BAR DIAMETERS U.N.O. AND LAP TO P REINFORCING PLACED ABOVE 12 0_
CCJ
CONTROLJOINT
MISC.
- MISCELLANEOUS
MORE 80 BAR DIAMETERS U.N.O.
( )
.
A )
DOUBLE TOP PLATE SPLICES. SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING
•
SEISMIC BASE SHEAR. 15.3 KIPS
CIP
CAST IN PLACE CONCRETE
CAST -IN-PLACE
MTL
METAL
C)
THE FINISHED STRUCTURE AND UNLESS
THE DRAWINGS AND CALCULATIONS REPRESENT ,
WALL SHALL OCCUR AT THEC ENTER LINE OF SUPPORTING STUD. TOP PLATE SPLICES OF STUD
_
_
RESPONSE MODIFICATION FACTOR. R 6.5
CJ
N CONSTRUCTION JOINT
CO S
N
( )
NEW
SPECIFICALLY NOTED OTHERWISE DO NOT SHOW THE METHOD OF CONSTRUCTION. THE
,
K)
_ ENT.
#5 AND LARGER REBAR SHALL NOT BE REB
,� 2 6d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE
WALLS SHALL BE 48 LONG WITH 1 1
( )
•
ANALYSIS PROCEDURE USED. EQUIVALENT STATIC FORCE PROCEDURE
Q
CLR
CLEAR
NS
NEAR SIDE
PROVIDE ALL
S I
CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND HALL
-SPLICE IS INTERRUPTED USE S T6224 STRAP U.N.O.
,
C WIND.
CMU
CONCRETE MASONRY UNITS
NSA
S
'NELSONSTUD ANCHOR
MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE
L
ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND
COL
COLUMN
NTS
NOT TO SCALE
E MI G SHORING
STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING,
DURING CONCRETE PLACEMENT.
ADEQUATELY SECURED IN POSITION BEFORE AND DU G C
B. )CONCRETE
D10'-0".
STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS
FIRE BLOCKS. FIRE BLOCKS U
• MPH
WIND SPEED. 110
CONC
CONCR T
OC
ON CENTER
BRACING SCAFFOLDING, ETCETERA.
WIN DEXPOSURE: C
CONN
CONNECTION
OD
OUTSIDE DIAMETER
C.)
_ INCORRECTLY PLACED
MI PLACED ANCHOR BOLTS. WHERE ANCHOR BOLTS HAVE BEEN INCO CT
s ,
„
D :LIVE LOADS.
T
CONSTR
CONSTRUCTION
' OH
OPPOSITE HAND
D)
E F CONSTRUCTION ISNOT FULLY SHOWN ON THE DRAWINGS OR IN
IF A PARTICULAR FEATURE O
6. FRAMING/LUMBER
USE SIMPSON SET EPDXY WITH ANCHOR OF SAME DIAMETER WITH 7 EMBEDMENT IN
CONT
CONTINUOUS
OPNG
OPENING
THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR
CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT
ROOF 20 PSF
CONTR
CONTRACTOR
OVS
OVERSIZE ROUND HOLE
CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS.
6-1 MATERIALS.
ICC REPORT.
FLOOR. 40 PSF
CP
COMPLETE PENETRATION
PDF
POWDER DRIVEN FASTENER
CTR
CENTER
PERP
PERPENDICULAR
E)
ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND
A.)
SHEATHING:
D.)
.CRIPPLE WALLS. CRIPPLE WALLS SHALL BE A MINIMUM OF 14 IN HEIGHT. FOR LESSER
CTSK
COUNTERSINK
PL
PLATE
ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT
1. ROOF SHEATHING. SEE PLANS
HEIGHTS STACK 2X PLATES AND SHIM AS REQUIRED).
( )
DBL
.:.DOUBLE
PLWD
PLYWOOD
N PRIOR TO THE REVIEW OF THE ENGINEER.
PROCEEDING WITH CONSTRUCTION
2. FLOOR SHEATHING. SEE. PLANSDF
DOUGLAS FIR
PLCS
PLACES
.
3. WALL SHEATHING. SEE PLANS
E.
ANCHOR BOLTS ARE
NOTCHED AND/OR CUT STUDS TO CLEAR C B
NOTCHED OR CUT STUDS. 0 /
_
DFL
-
DOUGLAS FIR LARCH
PP
PARTIAL PENETRATION
F)
R ETC... IS THE
AND FLASHING ROOFS FOUNDATIONS GARAGE FLOGS
ALL WATERPROOFING( )
LL AVE FULL BEARING TO THE FOUNDATION PLATE.
NOT ALLOWED. STUDS SHA H
DIA
DIAMETER
'PT
PRESSURE TREATED
CONTRACTOR OR OWNER.
RESPONSIBILITY OF THE CO
B.)
_ _ ,
4U.N.O.WITH A CAMBER OF R-1600 U.N.O.
GLUE LAMS. GLUE LAMS SHALL 24F V U
GLUE - LAMS:
D1
DOUBLE JOIST
P/C
PRECAST CONCRETE '
_
GLUE LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER..
F.
-
LET IN BRACES. LET IN BRACES SHALL BE USED FOR TEMPORARY BRACING ON ANY
EA
EACH
P T
POST -TENSIONED
G
UNDER E EDED BY THE STRUCTURAL DRAWINGS U
SHOP DRAWINGS. SHOP DRAWINGS ARE SUP RC
GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP
F UDS ARE AN
WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING 0 ST
EF
EACH FAC E
REINF
REINFORCEMENT
ALL CIRCUMSTANCES. THE GENERAL CONTRACTOR SHA LL VERIFY THAT ALL CONSTRUCTION IS IN
ACCORDANCE WITH CBC 2303.1.3 AITC A190.1 AND ASTM D 3737. BEAM INSPECTION
IN ACCO
ACCEPTABLE ALTERNATIVE.
EL
ELEVATION(DATUM)
REQ'D
RE D
REQUIRED
REVIEW
AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. R IEW OF SHOP DRAWINGS BY
CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME
ELEV
ELEVATION (VIEW) OR ELEVATOR
(
SC
SLIP CRITICAL
Y THE THE SHOP DRAWINGS ARE
THE ENGINEER OF RECORD DOES NOT GUARANTEE IN ANY WA T
DANCE WITH CBC 1704.2.
INSPECTION IN ACCORDANCE
G.)
_
5 EE NOTE 6 1 D FOR SILL AND ANCHOR BOLT SPECIFICATIONS.
EN
EDGE NAILING
SEOR
ENGINEER OF
R
CORRECT NOR DOES IT INFER THAT THEY SUPE CEDE THE STRUCTURAL DRAWINGS.
E Q
EQUAL -
Q
,STRUCTURAL
RECORD
C. )()
- _ I AND
MICRO -LAMS: MICRO LAMS LAMINATED VENEER LUMBER) SHALL HAVE FB 3100 PS
H.
N CENTER OR LESS SHALL BE 3X NOMINAL U.N.O.
WALL FRAMING RECEIVING NAILING AT 3 O C N
ES
EACH SIDE
SHTG
SHEATHING
H)
AM BASE OR OTHER
WALL FINISH SYSTEMS SUCH AS STUCCO SHALL BE APPLIED OVER FO S
- -
_ APPROVED AND IDENTIFIED AS PERNER 48L
FV 285 PSI MIN., AND SHALL BE MANUFACTURED, APPRO
PER PLANS AND DETAILS.
E
EXISTING
,_.SIM
SIMILAR
METHOD OF ADEQ FINISH TO EXPAND AND CONTRACT WITHOUT
ADEQUATELY ALLOWING THE FINS
EXP
EXPANSION
SOG
SLAB -ON -GRADE
CRACKING. THE OWNER OR CONTRACTOR SHALL RESPONSIBLE FOR ANY DEFECTS IN THE
D. )
,�
SILL PLATES: SHALL BE PRESSURE DOUGLAS FIR WITH 1/2 DIAMETER
6-6
CONNECTIONS.
EXT
..EXTERIOR
STD
STANDARD
FINISHES.HERS
ANCHOR BOLTS AND 3 X 3 X.229" PLATE WAS LOCATED AT 6 -0 O.C. MAX. WITH
EW
EACH WAY
STIFF
STIFFENER
V-0" RE -TREAT CUT ENDS
ONE BOLT LOCATED .MAXIMUM FROM EACH END OF EACH PIECE.
A.)
DRILLED 1 16" OVERSIZE.
HOLES FOR THROUGH BOLTS SHALL RI /
"` FF
FINISH FLOOR
STL
STEEL
1
SPECIAL INSPECTION: SPECIAL INSPECTION PER SECTION 1701 OF THE CBC SHALL BE PROVIDED
WHERE REQUIRED. Q
FIN
FINISH
SQ
SQUARE
FOR THE FOLLOWING TYPES OF CONSTRUCTION:
B.
ALL BOLTS NUTS AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE
FJ
FLOOR JOIST
SS
STAINLESS STEEL
E.)
FRAMING LUMBER. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE
WASHERS WHERE BEARING AGAINST WOOD.
FLR
FLOOR
5WS
SHEAR WALL SCHEDULE
WELDING OF STRUCTURAL OR REINFORCING STEEL
0
E THAN 19/ U.N.O.
W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS
FNDN
FOUNDATION
SYM
SYMMETRICAL
EPDXY MECHANICAL CONCRETE ANCHORS
C.
TIGHTENED UPON INSTALLATION AND RE -TIGHTENED
ALL BOLTS AND LAG SCREWS SHALL BETI
FOH C
FREE OF HEART CENTER
T&B
TOP & BOTTOM
1. STUDS SHALL BE STUD GRADE OR BETTER.
BEFORE CLOSING IN OR AT COMPLETION OF JOB.
FOS
FACE OF STUD
TOP
TOP OF (PLYWOOD)
ENGINEER AND BUILDING
THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE STRUCTURALALL
_
2. POSTS SHALL DF -L #1 U.N.O.
FS
FAR SIDE
TOC
TOP -OF -CONCRETE
QUALIFIED, AND THEIR EXPERIENCE SHALL BE COMMENSURATE
ENT SHALL ICBG UU.N.O.DEPARTMENT, Q
_
3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U
` D.)
E SHALL BE SCREWED NOT DRIVEN INTO PLACE.:.
LAG SCREWS
FTG
FOOTING
TOF
_
TOP OF FOOTING
WITH THIS TY PE OF PROJECT.
_
4. 2X JOISTS S HALL BE DFL #2 U.N.O.
GA
GAUGETOP-OF-STEEL
TOS
5. CONCEALED BEAMS SHALL BE DF -L #2.
GALV
GALVANIZEDTOP-OF-WALL
TOW
J
• IN ER LICENSED IN
DEFERRED SUBMITTAL. DEFERRED ITEMS SH ALL BE DESIGNED BY AN ENGINEER
- D LARGER).
6. EXPOSED BEAMS SHALL DFL #1 APPEARANCE GRADE FOHC 4X6 AN )
(
7.
STRUCTURAL
STEEL
GLB
-
GLUE LAM BEAM
TN
TOE NAIL
CALIFORNIAAND APPROVED BY THE ENG (NEER OF RECORD PRIOR TO SUBMITTAL TO THE
LARGER HALL BE FREE 0 F HEART CENTER.
7. ALL BEAMS 6X AND LA S
HDG
DIPPED GALVANIZED
HOT I
TYP
TYPICAL
E EMITTED AS A DEFERRED SUBMITTAL
BUILDING DEPARTMENT. ITEMS LISTED BELOW SHALL B SU
U
A )
RS HALL CONFORM TO ASTM
STRUCTURAL STEEL. ROLLED STEEL SHAPES, PLATES, BA S
HDR
HEADER
U NO
UNLESS NOTED OTHERWISE '
PER CBC 107.3.4. 1
F.)
NAILS. ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER 0 R WITHIN 18
_ _
A 36. WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A 992.
HGR
HANGER (SIMPSON)
VERT `
VERTICAL
OF FOUNDATION, NAILS SHALL BE GALVANIZED.
HORIZ
HORIZONTAL
WP
.WORKPOINT
STEEL STAIRS
B)
STRUCTURAL TUBES: STRUCTURAL TUBES SHALL CONFORM TO ASTM A-500 GRADE B.
ID
INSIDE DIAMETER
WWF
WELDED WIRE FABRIC.
G.)
U.N.O.AND
HALL BE A-307 U
BOLTS AND LAG SCREWS. BOLTS AND LAG SCREWS SINT
INTERIOR
W/
WITH
PROVIDED NEW AND WITHOUT EXCESSIVE RUST.
C)
ALL WELDING SHALL BE ELECTRIC ARC WELDING, AND SHALL BE PERFORMED ONLY BY
JST
JOIST
W/o
/
WITHOUT
2. SITE WORK FOUNDATIONS
/
DE SHALL BE E60 XX FOR METAL DECK AND E70 XX
EXPERIENCED, QUALIFIED WELDERS. ELECTRODES
JT
JOINT
H.)
ALL HARDWARE CALLED SHALL BE SIMPSON STRONG -TIE CO., OR ENGINEER APPROVED
OTHERWISE, UNLESS SPECIFICALLY NOTED OTHERWISE. WELDING SHALL CONFORM TO
A)
_ .2 NO SOILS REPORT
ASSUMED MAXIMUM SOIL BEARING 1500 PSF PER CBC TABLE 1806 (
EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED
AWS D1.1.
PROVIDED).
WITH RECOMMENDED FASTENERS. USP HARDWARE MAY BE USED IN LIEU OF SIMPSON
STRUCTURAL ENGINEER OF RECORD. ALL METAL
:HARDWARE WITH WRITTEN APPROVAL FROM STRUC
D)
WELDS. WELD SIZE
UNSPECIFIED WELDS.. WELDS NOT SPECIFIED SHALL BE CONTINUOUS FILLET E
B)
BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER
HANGERS, CONNECTORS, AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL
SHALL BE PER AISC SPECIFICATIONS FOR THE THICKER PART OF THE JOINT.
HAS NOT MADE A GEOTECHNICALREVIEW OF SITE ANY OTHER CONDITIONS ENCOUNTEREDRESISTBE
STAINLESS STEEL OR OTHERWISE CERTIFIEDTIFIED BY THE MANUFACTURER TO CORROSION
'
MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
CAUSED BY THE SPECIFIC TREATMENT APPLIED TO THE WOOD AND/OR METALS.
E)
ALL STEEL SHALL BE SHOP PAINTED UNLESS ENCASED IN CONCRETE, GROUTED MASONRY, OR
SPRAYED FIREPROOFING, UNLESS SPECIFICALLY NOTED ON THE DRAWINGS.
C)
.THESE CALCULATIONS ASSUME STABLE UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS.
I.
MANUFACTURED„I„.JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL E
E ENGINEER PRIOR TO
E ATTENTION OF TH N
LD BE BROUGHT TO THE
ER CONDITIONS SHOULD
ANY OTHER
IT OF L 480
INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT /
F)
- 7U.N.O. AND
D G CREWS SHALL BE ASTM A 30 U
,BOLTS AND LAG SCREWS: BOLTS AN LA S
THE CONSTRUCTION 0 F THE FOUNDATIONS.
_ „
OTHERWISE. USE A MANUFACTURED 1 1 4 RIM BOARD SUCH AS TIMBER
UNLESS NOTED OTHE /
E AND WITHOUT EXCESSIVE RUST.
PROVIDED NEW A
„„ - TONS WHERE
STRAND WITH ALL I JOISTS. USE A DOUBLE RIM OR 1 3 4 LVL RIM AT ALL LOCA
D
G WALL FOOTINGS
FOOTINGS,
ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS SPREAD ,
LEDGERS ARE USED (SUCH AS DECK LEDGERS).
AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW
8.ROOF
FRAMING
„ R LOCAL RE
fROSTLINE(12",TO 24 AS PER REQUIREMENTS). Q
_
6 2 GENERAL
FRAMING.
-
8 1
PREFABRICATED ROOF TRUSSES:
E)
BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL..
A.)
MINIMUM NAILING. MINIMUM NAILING SHALL BE PER 2013 CBC TABLE 2304.9.1.
A
PREFABRICATED ROOF TRUSSES. PREFABRICATED ROOF TRUSSES SHALL BE DESIGNED BY THE
F)
a ALL
ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5/o AWAY FROM
B.)
ER MEMBERS. ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE
LARGER
L D STRUCTURAL
TRUSS FABRICATOR PER THE REQUIREMENTS OF THE ARCHITECTURAL AN
T
FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL.
MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACT ORS OPTION..
N BC 2303.4.
DRAWINGS AND C
G
FOUNDATIONS SHALL NOT BE SCALED FROM PIAN OR DETAIL DRAWINGS.
C.)
H ULD
SHRINKAGE. CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHIG CO
B)
SIZE OF MEMBERS, AND
COMPLETE CALCULATIONS AND SHOP DRAWINGS INCLUDING LAYOUT, ,
CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD T FAILURE OF ASSOCIATED
CONNECTION DETAILS, STAMPED AND SIGNED BY AN ENGINEER LICENSED IN THE STATE OF
H)
FOREIGN SUBSTANCES.
FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOR
FRAMING MEMBERS.. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT
CALIFORNIA SHALL BE REVIEWED BY THE ENGINEER OF RECORD PRIOR R TO TRUSS FABRICATION.
FRAMING FROM THE EFFECTS OF SHRINKAGE.
- L RETAINING WALLS. SLOPE PIPE
USE 4 DIAMETER PERFORATED PIPE SUB DRAIN BEHIND AL
C )
TRUSS DESIGN LOADS.
TO DRAIN TO DAYLIGHT.
D.
ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SH ALL BE PRESSURE TREATED
. 2 PSF REDUCIBLE
P CHORD LIVE LOAD. 0 S
TO C
OR BE OF MATERIAL ERIAL THAT IS NATURALLY RESISTANCE TO DECAY.
TOP CHORD DEAD LOAD: 10 PSF
J.)
FOR FOOTINGS PLACED ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST
BOTTOM CHORD DEAD LOAD 8 PSF
F 13 CBC. THIS
APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 O 20
_
6 3 .BEAM FRAMING.
TOTAL LOAD 38 PSF
ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO
UPLIFT LOAD AS REQUIRED BY THE 2013 CBC
SECTION 1808 OF THE 2013 CBC.
S
A.)
BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS
SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O.
D)
TRUSS BRIDGING SHALL BE AS REQUIRED AND SPECIFIED BY THE TRUSS FABRICATOR.
3. CONCRETE / REINFORCING
B.
DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL
E)
TRUSS MANUFACTURER SHALL OBTAIN ALL NECESSARY APPROVALS FROM THE PUBLIC AGENCIES
TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATEDATE
`INVOLVED IN GOVERNING CONSTRUCTION.
A)
CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O.
SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH
MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT T0. HOT
F )
E I
TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MAXIMUM DEFLECTIONS NS UNDER DESIGN
C )
ALL CEMENT USED SHALL CONFORM TO ASTM C 150 AND HALL BE TYPE II OR
R OVEN, FIRE PLACE ENCLOSURES WOOD BURNING
WATER HEATER, STOVE, REFRIGERATOR, O ,
TOADS. LIVE LOAD DEFLECTION L 360 TOTAL LOAD DEFLECTION L/240
/ ,
TYPE III LOW ALKALI.
STOVE, ETCETERA.
D)
- IN MATERIALS WHICH ARE
AGGREGATE SHALL CONFORM TO ASTM C 33 AND SHALL NOT CONTAIN
C.)
BLOCKING. PROVIDE SOLID BLOCKING 1N JOIST FRAMING ABOVE ALL SUPPORTS
S
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 ALKALI CONTENT LESS THAN 0.45% BY WEIGHT.
E )
CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE
PER MR# 3
SERVICES
BUTT E COUNTY DEVELOPMENT SE C
LATEST EDITION 0 F THE ACI 318.
REVIEWED FOR
1 F
)
MINIMUM SLAB -ON -GRADE: SEE FOUNDATION PLAN STRUCTURAL NOTES AND TYPICAL DETAILS.
.CODE COMPLIANCE
DATE
T
G)
-
SAW CUT TOP 3/4 OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 10'-0" WHERE
- E LAB IS
NOT EXCEED 7 0 WHERE S
D AW CUT AT INTERVALSD1
LAB IS REINFORCE STOP
S ,
PLATE
PER 11 S
/ � r
UN -REINFORCED.
i
STUD WALL ELEVATION KEY
®
F
B
'i�
®
®
E
AT RA SED
O
Imp
_F
FLOOR
II
®
®
BLOCK
0 URS
POST PER PLAN WHERE OCCURS
POSTS AN
18'-0"
II I"'ll OPENING Ili
lhl 11 x:11
STUD WALL ELEVATION KEY
®
F
B
B C
®
",C
7
E
AT RA SED
MI -POS
_F
FLOOR
II
WHERE
®
BLOCK
0 URS
POST PER PLAN WHERE OCCURS
POSTS AN
18'-0"
(2)
MULTIPLE
A.B. PER
STUDS TO
3 SD1 OR
/
FNDN
SILL PLATE
_ NAILING I_
PER 8/ SD1
STUD WALL ELEVATION KEY
®
HEADER PER PLAN
®
TRIMMERS PER SCHEDULE
®
KING STUDS PER SCHEDULE
®
A35 CLIP AT EACH SIDE OF POSTS AND
MULTIPLE KING STUDS. USE A34 AT 4X WALLS
®
BLOCK AT ALL SHEATHING SPLICES, AND AT
10'-0" MAX UNBRACED STUD LENGTH
Q
NAIL MULTIPLE TRIMMERS/KING STUDS
TOGETHER WITH 16d AT 12" O.C. STAGGERED
®
STUD PER PLAN, DF#2 AT 16" O.C. U.N.O.
(2)
POST PER PLAN WHERE OCCURS
2X WALL OPENING SCHEDULE (U.N.O. ON PLAN)
(110 MPH, EXPOSURE C)
OPENING
WIDTH
TRIMMER/S KING
STUD/S
UP TO
4'-0"
(1)
(1)
UP TO
6'-0"
(1)
(2)
UP TO
8'-0"
(2)
(2)
UP TO
18'-0"
(2)
(3)
NOTE: SEE 15/SD1 FOR
TYPICAL STUD
PENETRATIONS, AND SEE
14/SD1 FOR TYPICAL TOP
PLATE NOTCHES.
1 `
TYPICAL STUD D WALL -ELEVATION
NO SCALE
SN
oQ�pFESSlpN9l
0
K. B
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No. 5688
6 0/1
J' T C1VLL F ��
9TF0\F��
FCA
11/28/16
THESE PLANS HAVE BEEN REVIEWED
FOR COMPLIANCE ONLY WITH THE
ATTACHED STRUCTURAL
`CALCULATIONS
383 Rio Lindo Ave.'
Suite 200
Chico, CA 95926
P. 530.592.4407
SummitChico.com
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REVISIONS:
PC#
1
11/28/16
DATE: 10/19/16
SCALE: NTS
DRAWN BY: RKB
JOB NUMBER: 16-314
SHEET:
SN
TYPICAL HANGER SCHEDULE
CONNECTION
MEMBER SIZE
SIMPSON HANGER TYPE
FASTENER TYPE
AT SUPPORTING AT SUPPORTED
- MEMBER MEMBER
2X4/2X6/2X8/
2X10 2X12
LUS24/LUS26/LUS28/
LUS210 LUS210
10d
10d
DBL 2X6/DBL 2X8/
DBL 2X10 DBL 2X12
HUS26-2TF/HUS28-2TF/
HUS210_2TF HUS212-2TF
16d
16d
4X8/4X1 0 4X12
HU487HU41OTF HU412TF
16d
10d
6X8/6X10/6X12
HU68TF/HU61OTF/HU612TF
16d
16d
TJI/ BCI
ITS
10d
NOT REQ'D
LVL/PSL
HGLTV
16d
16d
GLU-LAM
HGLTV
16d
16d
CURB PER ARCH.
_
JOINT 1/8 -
MIN
2
O#4
-6N MAX SLAB STEP
WIDTH 1/4- MAX
CONTINUOUS
SEE PLAN
10 DEEP MIN
SLAB EDGE SHEAR PLY AND
NAILING PER PLAN
2®r={{ _111_{{ III
III
1 4 CONT. \#'3''
AT 12-
O.C. NATURAL
0
GRADE
SOLE PLATE NAIL
SPACING PER SHEAR EN
SEE
w WALL SCHEDULE
PROVIDE 3 4 CHAMFER "
NOTE 3 /
OTHERWISE 16d AT 8 STRAP AND COMP
WHERE WALL ABOVE 1
SOLE PLATE NAIL
T
DIMENSIONS PER 0 O.C., TYP PER SHEAR WALL POST PER SCHED.
WATERPROOFING AND DOES NOT OCCUR, TYP
LSTA15 STRAP AT
ARCH
SCHEDULE TYP
DRAINAGE BY " r SHEAR PLY AND
48 O.C. BLOCK TO DIMENSIONS N
4 CONT a
E
NAILING PER .PLAN
OTHERS #
WHERE REQ'D MECH. PAD
PER ARCH
1 2 MIN.
BLOCK
OR CURB TYP it -ON -,
4x4 0
# -•- "STRAP 'PARTIAL PLAN
E.N. SEE "
_ 1 2 MIN.
" AT 1 6 O.C.
/
-�-OTE 3
E.N. PLY AT BLOCKS
16d AT 8 O.C.OC'
E.N.
BOTTOM
�T
RIM BELOW PLATE
PER PLAN PER
7/SHEAR PLY AND
2X `SOLID BLOCKS WITH = _
PLAN NAILING PER PLAN
X 0 T - -Tmi,
2 BL CK A AT3 16d EACH END#348 O.C. TYP.O12 O.C.III III
10
_ HOEDOWN AND POST
/ /2x4x2 0 KEY
w PER SCHEDULE
NOTES. TYP. SLAB _
AT 1 6 O.C. CONSTRUCTION
3 AT3 0 O.C.
CONT. 2X6 SLOPED AT
WALL FRAMING .PER .PLAN
#
REINFORCING'JOINT
0
1. PROVIDE SKEWED AND SLOPED HANGER WHERE REQUIRED.
I I
RAFTER PLANE W/(3) it -on 0
/O PER PLAN EN
2. PROVIDE HANGER WITH ONE OR BOTH FLANGES CONCEALED WHERE REQUIRED. -
Q 16d PER WALL STUD
3. SEE PLANS AND DETAILS FOR HANGER AT SPECIAL CONDITION.
NOTES:
4. PROVIDE APPROPRIATE FASTENER Al ALL FASTENER HOLES U.N.O.
° 1. PREPARE SUBGRADE PER .SOILS .REPORT IF APPLICABLE.
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.
TYPICALSIMPSON HANGER SCHEDULE
S SO G
NO SCALE
FASTENING SCHEDULE (TABLE 2304.9.1)
CONNECTION
2. SEE PLAN FOR RECOMMENDED SLAB REINFORCING.
PLY AND NAILING
FRAMING PER PER PLAN
1. JOIST TO SILL OR GIRDER
3 - 8d COMMON 2 1/2- X 0.131"
409
PLAN WHERE
SHEAR PLY AND
N
TOE NAIL
3. MAY REDUCE DIMENSION TO 60 IF WALL ABOVE DOES NOT OCCUR.
OCCURS
NAILING PER PLAN
NOTE: STRAP ACROSS LEDGER DISCONTINUITIES WITH ST6224 STRAP.
2 - 8d COMMON (2 1/2" X 0.131")
6"
HOLDOWN PARTIAL PLAN
2 - 3" X 0.131" NAILS
4. GENERAL CONTRACTOR SHALL PROVIDE CONTROL AND CONSTRUCTION JOINT LAYOUT PLAN
2 3/16"
2 - 3" 14 GA. STAPLES
I I I I
FOR ENGINEER'S REVIEW PRIOR TO CONCRETE PLACEMENT.
2 - 8d COMMON (2 1/2" X 0.131")
FACE NAIL
20
TYPICAL LEDGER DETAIL
16
5. 2" SUBFLOOR TO JOIST OR GIRDER
TYPICAL SLAB -ON -GRADE DETAILS
12
6. SOLE PLATE TO JOIST OR BLOCKING
TYPICAL RIM/BLOCK NAILING DETAIL
8
OCCURS
-TYPICAL CORNER HOEDOWN/STRAP DETAIL
4
1"0
NO SCALE
SDI SD1
ENO
NO SCALE
SDI"
NO SCALE �Dl
SCALE
�Dl
FASTENING SCHEDULE (TABLE 2304.9.1)
CONNECTION
FASTENING„"
LOCATION
1. JOIST TO SILL OR GIRDER
3 - 8d COMMON 2 1/2- X 0.131"
409
40%
3-3"X0.131"NAILS
TOE NAIL
3 1/2-
3 - 3" 14 GA. STAPLES
138
2. BRIDGING TO JOIST
2 - 8d COMMON (2 1/2" X 0.131")
6"
5 1/2-
2 - 3" X 0.131" NAILS
TOE NAIL EACH END
2 3/16"
2 - 3" 14 GA. STAPLES
I I I I
3. 1" X 6" SUBFLOOR OR LESS TO EACH JOIST
2 - 8d COMMON (2 1/2" X 0.131")
FACE NAIL
4. WIDER THAN 1" X 6" SUBFLOOR TO EACH JOIST
3 - 8d COMMON (2 1/2" X 0.131")
FACE NAIL
5. 2" SUBFLOOR TO JOIST OR GIRDER
2 - 16d COMMON (3 1/2" X 0.162")
BUND AND FACE NAIL
6. SOLE PLATE TO JOIST OR BLOCKING
16d (3 1/2" X 0.135') AT 16' O.C.
ll I°I
OCCURS
3" X 0.131" NAILS AT 8" O.C.
TYPICAL FACE NAIL
1"0
3" 14 GA. STAPLES AT 12' O.C.
2. NON-STRUCTURAL WALL STUDS SHALL NOT BE NOTCHED GREATER THAN
I T BLOCKING T
SOLE PLATE TO JOS OR BLO A
3 - 16d (31/2" X 0.135") AT 16" O.C.
4 - 3" X 0.131" NAILS AT 16" O.C.
BRACED WALL PANELS
BRACED WALL PANEL
4 - 3" 14 GA. STAPLES PER 16"
1
�) {�'
7. TOP PLATE TO STUD
2 - 16d COMMON (3 1/2" X 0.162')
SOLID BLOCK TYP.
COMPRESSION
3 - X " .131" NAILS
3 0
END NAIL
a
5 10
3 - 3" 14 GA. STAPLES
PROVIDE BOLTS MIN PER SILL PLATE.
(2 )
8. STUD TO SOLE PLATE
4 - 8d COMMON (2 1/2" X 0.131')
PER SHEAR
PER HD SCHED.
4 - 3" X 0.131" NAILS AT 8" O.C.
TOE NAIL
OPENING WIDTH
3 - 3" 14 GA. STAPLES AT 12" O.C.
W D.
ALL SCHE
STUD I° I
2 - 16d COMMON3 1/2- X 0.162'
( )
END NAIL
3. STRUCTUAL WALL STUDS SHALL NOT BE BORED GREATER THAN 409
3 - 3" X 0.131" NAILS
1 I 1 i
I1 II I
A.B. SIZE .AND
3 - 3" 14 GA. STAPLES
.. ..
9. DOUBLE STUDS
16d (3 1/2" X 0.135') AT 24" O.C.
1.
SPACING PER
3" X 0.131" NAIL AT 8" O.C.
FACE NAIL
a WHERE U.1
6 - +OPENING _
( 0 OCCURS ° II
3" 14 GA. STAPLE AT 8" O.C.
II II
USE _3X STUD- AT
10. DOUBLE TOP PLATES
16d (3 1/2" X 0.135") AT 16" O.C.
WIDTH LONG ABOVE AND BELOW GD
II I.
I II ►
3" X 0.131" NAIL AT 12" O.C.
TYPICAL FACE NAIL
MULTIPLE WINDOWS .WHERE OCCURS
3" 14 GA. STAPLE AT 12' O.C.
„ Z
10d NAILS AT 2 1/16" -
/
DOUBLE TOP PLATES
8 - 16d COMMON (3 1/2" X 0.162")
H.D.
12 - 3" X 0.131" NAILS
LAP SPLICE
I I I I I
12 - 3" 14 GA. STAPLES
11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE
3 - 8d COMMON (2 1/2" X 0.131")
3 - 3" X 0.131" NAILS
TOE NAIL
3 - 3" 14 GA. STAPLES
I
12. RIM JOIST TO TOP PLATE
8d (2 1/2" X 0.131') AT 6" O.C.
3" X 0.131' NAIL AT 6" O.C.
TOE NAIL
3. )
3" 14 GA. STAPLE AT 6" O.C.
SO BORED.
13. TOP PLATES, LAPS AND INTERSECTIONS
2 - 16d COMMON (3 1/2" X 0.162")
..,._ E.N. PLY: AT
° IL
3-3"X0.131 NAILS
FACE NAIL
3 - 3" 14 GA. STAPLES
2. )
14. CONTINUOUS HEADER, TWO PIECES
16d COMMON (3 1/2" X 0.162")
16" O.C. ALONG EDGE
15. CEILING JOISTS TO PLATE
3 - 8d COMMON (2 1/2" X 0.131'7
5-3"X0.131"NAILS
TOE NAIL
-_---_--I---=
5 - 3" 14 GA. STAPLES
16. CONTINUOUS HEADER TO STUD
4 - 8d COMMON (2 1/2" X 0.131')
TOE NAIL
17. CEILING JOISTS, LAPS OVER PARTITIONS
3 - 16d COMMON (3 1/2" X 0.162") MIN,
USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT.
5.) BORED HOLES SHALL BE AT CENTERLINE OF STUD WITH GREATER THAN
TABLE 2308.10.4.1
STUD DIRECTLY
4 - 3" X 0.131" NAILS
FACE NAIL
4 - 3" 14 GA. STAPLES
II
18. CEILING JOISTS TO PARALLEL RAFTERS
3 - 16d COMMON (3 1/2" X 0.162") MIN,
BLK G SILL
/
TABLE 2308.10.4.1
4 - 3" X 0.131" NAILS
FACE NAIL
4 - 3' 14 GA. STAPLES
19. RAFTER TO PLATE
3 8d COMMON (2 1/2" X 0.131")
_
5 3" X 0.131" NAILS
TOE NAIL
5 - 3" 14 GA. STAPLES
20. 1" DIAGONAL BRACE TO EACH STUD AND PLATE
2 - 8d COMMON (2 1/2" X 0.131")
2-3'X0.131"NAILS
FACE NAIL
CONTACT SUMMIT STRUCTURAL DESIGN FOR MASA/MASAP ANCHOR OPTION IN LIEU OF
3 - 3" 14 GA. STAPLES
°I
21. 1" X 8" SHEATHING TO EACH BEARING
3 - 8d COMMON (2 1/2" X 0.131")
FACE NAIL
A BEARING
22. WIDER THAN 1" X 8' SHEATHING TO EACH BER
3- 8d COMMON 2 1 2" X 0.131"
( / )
FACE NAIL
23. BUILT-UP CORNER STUDS
16d COMMON (3 1/2" X 0.162")
24" O.C.
3* X 0.131" NAILS
16" O.C.
3" 14 GA. STAPLES
16" O.C.
24. BUILT-UP GIRDER AND BEAMS
20d COMMON 4" X 0.192' AT 32" O.C.
FACE NAIL AT TOP AND
TYPICAL TOP PLATE SPLICE
3" X 0.131" NAILS AT 24' O.C.
BOTTOMSTAGGERED ON
3" 14 GA. STAPLES AT 24' O.C.
OPPOSITE ENDS
COMMON 20d 4" X 0.192"
2 - ( )
FACE NAIL AT ENDS AND
3X STUD WHERE REQ'D
3 - 3" X 0.131" NAILS
AT EACH SPLICE
AT SHEAR WALLS PLATE WASHER MUST BE LOCATED 1 2" OR LESS FROM THE INSIDE
/
3 - 3" 14 GA. STAPLES
I I
25. 2" PLANKS
16d 2/3 COMMON 1 " X 0.162")
(
AT EACH BEARING
26. COLLAR TIE TO RAFTER
3 - 10d COMMON (3" X 0.148")
12"
4.)
4-3"X0.131"NAILS
FACE NAIL
FACE OF SHEATHING.
4 - 3" 14 GA. STAPLES
27. JACK RAFTER TO HIP
3 - 10d COMMON (3" X 0.148")
PER SHEAR WALL
SCHED.
4 - 3" X 0.131" NAILS
TOE NAIL
4 - 3" 14 GA. STAPLES
5. )
„
MINIMUM FOUNDATION END DISTANCE FOR STRAP H LDOWNS IS 1 1 .NAI I FOR
0 /2 L SIZE R
2 - 16d COMMON (3 1/2" X 0.162")
FACE NAIL
- -
3 - 3" X 0.131" NAILS
TYPICAL WALL FRAMING PENETRATIONS
15
3 - 3" 14 GA. STAPLES
28. ROOF RAFTER TO 2X RIDGE BEAM
2 - 16d COMMON (3 1/2" X 0.162")
"
STRAP HOLDOWNS IS 16d SINKER 3 1/4" X 0.148 DIAMETER).
( / )
CONSENT FROM THE ENGINEER OF RECORD.
3-3"X0.131"NAILS
TOE NAIL
PROVIDE GAP BETWEEN PANELS
3 - 3" 14 GA. STAPLES
CORNER WHERE OCCURS
I
2 - 16d COMMON (3 1/2" X 0.162")
FACE NAIL
3 - 3" X 0.131" NAILS
3
STUD--jAS
3 - 3" 14 GA. STAPLES
SD1
-29.-.:JOIST TO BAND JOIST - -
-3-- 16d COMMON (3-1/2" X 0.182")
SD1
TOP PLATE
4 - 3" X 0.131" NAILS
FACE NAIL
TYPICAL OPENING STRAPPING
4 - 3" 14 GA. STAPLES
10
30. LEDGER STRIP
3 - 16d COMMON (3 1/2" X 0.162")
HOLDOWN SCHEDULE
4 - 3" X 0.131" NAILS
FACE NAIL
LD1
4 - 3" 14 GA. STAPLES
�Dl
31. WOOD STRUCTURAL PANELS AND PARTICLE BOARDb
1/2" AND LESS 60
SUBFLOOR ROOF AND WALL SHEATHING TO FRAMING
23/ 8"X0.113'NAIL
�Dl
19/32" TO 3/4" 8d OR 6d•
PER 11 SD
2 3/8" X 0.113" NAIL'
SINGLE FLOOR (COMBINATION SUBFLOOR-UNDERLAYMENT
7/8 TO 1 8d:
1 1/8- TO 1 1/4- tOd' OR 8d -
TO FRAMING
3/4- AND LESS 6d-
7/8- TO 1" 8d•
1 1/8- TO 1 1/4- 1 Od' OR 8d-
32. PANEL SIDING TO FRAMING
1/2" AND LESS 6d
P ERMIT#
5/8" 8d'
33. FIBERBOARD SHEATHING"
1/2" No. 11 GAGE ROOFING NAIL"
6d COMMON NAIL2" X 0.113' )
No. 16 GAGE STAPLE'
CORNER WHERE OCCURS
25/32" No. 11 GAGE ROOFING NAIL'
8d COMMON NAIL 2 1/2- X 0.131"
No. 16 GAGE STAPLE'
34. INTERIOR PANELING
1/4" 44)
3/8" 6d
WALL CONTINUES WERE
E E
OCCURS PER PLAN
i
p
AT EXISTING FOUNDATIONS AND AT MISSED AB PROVIDE 1 2
5 16d + /
8
O
NOTCHING AND BORING Q
DIAMETER TiTEN HD AT REQUIRED SPACING WiTH 4 r EMBED 1 3/4-
+ +
1
MINIMUM EDGE DISTANCE 8„ MINIMUM END DISTANCE AND 8„
PERMITTED IN THIS REGION
MINIMUM SPACING. LOCATEA ND AVOID ALL REINFORCING PRIOR TO
Ls/3 Ls
4 DRILLING. INSTALL R
T LL PE MANUFACTURERS RECOMMENDATIONS
PARTIAL PLAN AT TOP PLATE CORNER AND TEE
i
- "
DBL 2X TOP PLATE SEE SHEAR WALL SCHEDULE
3 � ST126 STRAP, U.N.O.,
12 MAX
n
PER DETAIL BELOW
p 3'-0" MAX AT BALLOON RA E A
8 CENTERED ON DISCONTINUITY 5 MIN „FRAME WALLS, OTHERWISE PT DF -
5n
0 MAX AT (1) AND (2) STORY SILL
STRUCTURAL WALL STUD NON-STRUCTURAL WALL IF
STUD
CORNER WHEREoCCuRs
II p PLATE WASHER
TOP PLATE
1I L -
5
16d NAILS AT
LJ
7 MIN p „ a
O
STUD WIDTH
NOTCHING
BORING
NOMINAL
ACTUAL
25%
409
40%
60%
4
3 1/2-
7/8"
138
138
2116
6"
5 1/2-
1 3/8"
1 2 3/16"
2 3/16"
1 3 1/4-
TYP. f
PER 11 SD
3 X .3 X .229 , TYP
f
LAPPED CORNERS TYP
t�J
MASA jMASAP ANCHOR OPTION PER NOTE 4
STUD DIRECTLY UNDER SPLICE
TYPICAL TOP PLATE DISCONTINUITY
\\-1/2 -
DIA AB WITH
)
5 16d AT CORNER OR INTERSECTING WALL
SECOND LEVEL WHERE
2"
HOOK TYP
FNDN PER PLAN
16d SINKERS AT 16 O.C. X-0" MIN. LAP LENGTH TYP 16d SINKERS AT 16 O.C.
OCCURS PER PLAN
n
NOTES.
E.N.
12 MIN. BETWEEN SPLICES 160 SINKERS Al16 O.C.
( )
12
( )
MIN. BETWEEN SPLICES
SIMPSON
HOLDOWN
MODEL
NUMBER
MINIMUM
HOLDOWN
POST
SIZE
A
PANELS AS RE D.
Q
I I
WALL SCHED.
MINIMUM
STEM
WALL
WIDTH
_
A TOP PLATE
,.. PER 11 /SD
N
A
HEADER
p
BY MFR. 1 8 MIN.
MFR., /
KING STUDS
1 ° I I I
I
FTF STRAP'
II (I
GENERAL NOTES:
.
1.) STRUCTURAL WALL STUDS SHALL NOT BE NOTCHED GREATER THAN 259
PER PLAN
(12) MIN. BETWEEN SPLICES
I I I I
E.N. PER SHEAR PER PLAN
SST820
SSTB24
10 SCREWS
6"
HDU8
WALL SCHED. WHERE
1 3/8
SSTB28
SSTB34
20 SCREWS
ll I°I
OCCURS
1.)
SILL PLATE SHALL BE 2X PT DF -L UNLESS NOTED OTHERWISE IN SHEAR WALL SCHEDULE.
1"0
BLOCK AS RE D.
Q '
2. NON-STRUCTURAL WALL STUDS SHALL NOT BE NOTCHED GREATER THAN
40%
HDU14
_
N--E.N.
1 9/16"
PLY AT AT ALL EDGES, TYP.
f/
1
�) {�'
COMPRESSION
POST AS REQ D
8"
SOLID BLOCK TYP.
COMPRESSION
POST AS
SHEAR PLY
a
5 10
2. )
PROVIDE BOLTS MIN PER SILL PLATE.
(2 )
DBL 2X
- -
PER SHEAR
PER HD SCHED.
24 16d -
STRAP AT EACH PLATE TOP PLATE
OPENING WIDTH
I
16 MAX STUD
W D.
ALL SCHE
STUD I° I
I
°
2 MIN PER NOTCH PER 11 SD1
3. STRUCTUAL WALL STUDS SHALL NOT BE BORED GREATER THAN 409
SPACING
C G
1 I 1 i
I1 II I
A.B. SIZE .AND
i°I I°I
I -F -USE 3X STUD AT I
ABUTTING PANEL
I EDGES WHERE I
REQ'D PER SHEAR
.. ..
-
#MAY VARY MID POST. c�
I°I
1.
SPACING PER
WALL SCHEDULE
li LI
I I
II II
.. ..
.. ..
.. .. AP
CS16 STRAP X
a WHERE U.1
6 - +OPENING _
( 0 OCCURS ° II
° °
j I
II II
USE _3X STUD- AT
SCHED.
I
II II
-. -- H
WIDTH LONG ABOVE AND BELOW GD
II I.
I II ►
ABUTTING PANEL I
,
REQ'D PER STRAP SCHED.
MULTIPLE WINDOWS .WHERE OCCURS
I _ OPENING WITH
„ Z
10d NAILS AT 2 1/16" -
/
I
I SHEAR PLY I
4. NON-STRUCTURAL WALLS MAY BE BORED UP TO 60% WHERE STUDS ARE
DOUBLED AND NOT MORE THAN (2) SUCH SUCCESSIVE DOUBLED STUDS ARE
H.D.
SILL PLATE AND AB
I I I I I
I
p
I
I
3. )
DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT. LENGTH OF 1 3 4 MAY BE
/
SO BORED.
°
..,._ E.N. PLY: AT
° IL
2. )
PROVIDE A36 THREADED ROD WITH 2'-4- EMBED IN CONCRETE AND •:DOUBLE NUT WITH
° °°
° ° °
° ° ° ° °
° °
-_---_--I---=
I
I
USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT.
5.) BORED HOLES SHALL BE AT CENTERLINE OF STUD WITH GREATER THAN
STUD DIRECTLY
DBL 2X
II
I °I
II II
BLK G SILL
/
5/8„ OF MATERIAL FROM STUD EDGE TO HOLE EDGE.
UNDER SPLICE, TYP. 1
TOP PLATE
4.)
CONTACT SUMMIT STRUCTURAL DESIGN FOR MASA/MASAP ANCHOR OPTION IN LIEU OF
6.) NOTCHES AND BORED HOLES SHALL NOT OCCUR AT THE SAME SECTION.
°I
.INTERSECTING WALL OR CORNER WHERE OCCURS ---i
II I`I
3. )
AT 3X MUDSILL USE SSTBL VERSION OF ANCHOR ' LISTED AB
C LTE ABOVE.
PIPE
AS OCCURS
ANCHOR BOLTS.
1.
11° A
TYPICAL TOP PLATE SPLICE
3X STUD WHERE REQ'D
5. �
AT SHEAR WALLS PLATE WASHER MUST BE LOCATED 1 2" OR LESS FROM THE INSIDE
/
I I
I I
III°I '"
SOLE PLATE -FASTENING
12"
4.)
PER SHEAR WALL SCHED. 2
NOTE. DO NOT BORE HOLES OR CUT NOTCHES
FACE OF SHEATHING.
PER SHEAR WALL
SCHED.
1 IITYP
II I°I
FOUNDATION PER PLAN MAX.
I
5. )
„
MINIMUM FOUNDATION END DISTANCE FOR STRAP H LDOWNS IS 1 1 .NAI I FOR
0 /2 L SIZE R
PLATES GREATER THAN 1/3 THE PLATE
/
WIDTH WITHOUT WRITTEN
- -
IL - -
TYPICAL WALL FRAMING PENETRATIONS
15
TYPICAL TOP PLATE SPLICE DETAIL
11
"
STRAP HOLDOWNS IS 16d SINKER 3 1/4" X 0.148 DIAMETER).
( / )
CONSENT FROM THE ENGINEER OF RECORD.
PROVIDE GAP BETWEEN PANELS
CORNER WHERE OCCURS
I
SD3
TYPICAL FNDN ANCHOR BOLT.DETAIL
3
STUD--jAS
NO SCALE
SD1
NO SCALE
I
SD1
TOP PLATE
TYPICAL TOP PLATE NOTCH
DETAIL 14
TYPICAL OPENING STRAPPING
II
10
TYPICAL 2
-
STORY SHEAR WALL ELEVATIONF_6_�TYPICAL
HOLDOWN SCHEDULE
NO SCALE
LD1
NO SCALE
�Dl
SD1
NO SCALENO
�Dl
PER 11 SD
SD1
P ERMIT#
CORNER WHERE OCCURS
._..BUTTE COUNTY DEVELOPMENT SERVICES
TOP PLATE
...SHEAR PLY PER SHEAR PER 11 SD1
/
WALL SCHEDULE TYPE
SHEAR PLY
2 1/ 2a MAX. DEPTH FOR 2X4
PLATE
STRAP
2X4 BLKG
REVIEWED F OR
CODE COMPLIANCE
CE
3 1/ 2p MAX. DEPTH FOR 2X6
PLATE
SHEAR PLY AND
NAILING PER PLAN
_ -°- -- - -°- - -
° ° . °
I I
(
5 1/2- MAX
/
E.N.
PROVIDE GAP BETWEEN
1
I°I I°)
F.N. PER SHEAR
SIMPSON
HOLDOWN
MODEL
NUMBER
MINIMUM
HOLDOWN
POST
SIZE
A
PANELS AS RE D.
Q
I I
WALL SCHED.
MINIMUM
STEM
WALL
WIDTH
_
A TOP PLATE
,.. PER 11 /SD
N
A
HEADER
p
BY MFR. 1 8 MIN.
MFR., /
KING STUDS
1 ° I I I
I
FTF STRAP'
II (I
SSTB20
6 SCREWS
PER PLAN
#MAY .VARY
I I I I
E.N. PER SHEAR PER PLAN
SST820
SSTB24
10 SCREWS
6"
HDU8
WALL SCHED. WHERE
1 3/8
SSTB28
SSTB34
20 SCREWS
ll I°I
OCCURS
6X6
A
1"0
BLOCK AS RE D.
Q '
IL IL I
�(
HDU14
_
N--E.N.
1 9/16"
PLY AT AT ALL EDGES, TYP.
f/
1
�) {�'
COMPRESSION
POST AS REQ D
8"
SOLID BLOCK TYP.
6X6
BLK G HDR
SHEAR PLY
a
5 10
"
PROVIDE SIMPSON RPS22
DBL 2X
- -
PER SHEAR
PER HD SCHED.
24 16d -
STRAP AT EACH PLATE TOP PLATE
OPENING WIDTH
I
16 MAX STUD
W D.
ALL SCHE
STUD I° I
I
°
2 MIN PER NOTCH PER 11 SD1
i-
TRIMMERS x
SPACING
C G
1 I 1 i
I1 II I
A.B. SIZE .AND
i°I I°I
I -F -USE 3X STUD AT I
ABUTTING PANEL
I EDGES WHERE I
REQ'D PER SHEAR
.. ..
-
#MAY VARY MID POST. c�
I°I
1.
SPACING PER
WALL SCHEDULE
li LI
I I
II II
.. ..
.. ..
.. .. AP
CS16 STRAP X
a WHERE U.1
6 - +OPENING _
( 0 OCCURS ° II
° °
j I
II II
USE _3X STUD- AT
SCHED.
I
II II
-. -- H
WIDTH LONG ABOVE AND BELOW GD
II I.
I II ►
ABUTTING PANEL I
MULTIPLE WINDOWS .WHERE OCCURS
I _ OPENING WITH
„ Z
10d NAILS AT 2 1/16" -
/
I
I SHEAR PLY I
EDGES WHERE
H.D.
AND NAILING
6 AT .HEADER TYP
EN EN
PER PLAN
THICKNESS I\ ll
ll 1
1
PROVIDE
f -
EN
+
3 CLR PANELS
- - - - - TYP
�T
�- -I n T-
A I I + I 11 I MFR, 1 /s
a ^' I+I I I I I+I
a
TYP
3 CL ,
-I I I I
„ HEADER I II I ' BLOCK
3 CLR PER PLAN + + 4X6 BLK G AT AL
+ I I I I I TYP.
REINFORCE WITH #4
AT 6" O.C. E.W. ----
CS16 STRAP -
FTG TYPE PER PLAN TTP
---- - -- - - EN
,
A I „
i
16 MAX
1
2'-07 ( I I ) °- -co SPACING
A I oI
I I
� n
a. Common or box nails are permitted to be used except where otherwise stated. I I I O II
n enter t es Inches t Intermediate supports except 6 inches at supports where spans are +
b. Nails spaced at 6 Incheso c a edges, 12 c a a PP P PP P
48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails I I I HOLDOWN w J
for wall sheathing are permitted to be common, box or casing. POST' PER �
I a
c. Common or deformed shank (6d 2 x 0.113*; 8d 2 1/2 x0.131" , tOd 3 x 0.148) TRIMMER/S + _
d. Common 6d - 2 x 0.113 ; 8d - 2 1 2 x 0.131 ; 10d - 3 x 0.148 PLAN C�
( " / " ") PER PLAN I I -
e. Deformed shank 6d - 2 x 0.113 • Sd - 2 1 2 x 0.131 tOd - 3 x 0.148 B W
f. Corrosion -resistant siding (6d - 1 7/8' x 0.106"; 8d - 23/8" x 0.128") or casing (6d - 2" x .099"; 8d - 2 1/2" x 0.113")
nail
g. Fasteners spaced 3 inches on center at exterior ridges and 6 inches on center at intermediate supports, when used as
structural sheathing. Spacing shall be 6 fiches on center on the edges and 12 inches on center at intermediate supports for
nonstructural applications.
h. Corrosion resistant roofing nails with 7/16 inch diameter head and 1 1/8 inch length for 1/2 inch sheathing and 1 3/4 inch
length for 25/32 sheathing.
L Corrosion -resistant staples with nominal 7/16 inch crown and 1 1/8 inch length for 1/2 inch sheathing and 1 i/2 inch length
for 25/32 sheathing. Panel supports at 16 inches (20 Inches if strength axis in the long direction of the panel, unless otherwise
marked).
I Casing (1 1/2" x 0.080") or finish (11/2" x 0.072") nails spaced 6 inches on panel edges, 12 inches at intermediate supports.
k. Panel supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports.
L , For roof sheathing applications, 8d nails (2 1/2" x 0.113") are the minimum required for wood structural panels.
m. Staples shall have a minimum crown width of 7/16 inch.
n. For roof sheathing applications, fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports.
F t d 4 i oh t t d 8 i h tit di to its for s bfloor nd w 11 she thin and 3 inches
FOOTING SCHEDULE
* *
HOEDOWN SCHEDULE (.SEE ALL NOTES BELOW*)
FOOTING TYPE
DIMENSION A DIMENSION B, U.N.O.
SIMPSON
HOLDOWN
MODEL
NUMBER
MINIMUM
HOLDOWN
POST
SIZE
DISTANCE FROM -
CENTER OF
CONCRETE ANCHOR
TO FACE OF POST
CONCRETE
ANCHOR TYPE
HOEDOWN
FASTENERS
AT POST
MINIMUM
STEM
WALL
WIDTH
SINGLE POUR TWO POUR
CONDITION CONDITION
HDU2
DBL 2X
1 5/16"
SSTB16
SSTB20
6 SCREWS
6"
HDU4
DBL 2X
1 5/16"
SST820
SSTB24
10 SCREWS
6"
HDU8
6X6
1 3/8
SSTB28
SSTB34
20 SCREWS
H
8
HDU11
6X6
1 3/8-
1"0
NOTE 2
30 SCREWS
8"
HDU14
6X6
1 9/16"
1 NO,
NOTE 2
36 SCREWS
8"
HD19
6X6
8"
2 1/8-
- _ "
1 1 /4"0, NOTE 2
a
5 10
"
STHD8/RJ
DBL 2X
I I
MAX
24 16d -
6"
STHD10 RJ
DBL 2X
STUD I° I
I
°
28 16d
6 "
STHD14 RJ
/
DBL 2X
.I
I
i°I I°I
I -F -USE 3X STUD AT I
ABUTTING PANEL
I EDGES WHERE I
REQ'D PER SHEAR
II II I
(38) 16d
a
6 -
AND NAILING
6 AT .HEADER TYP
EN EN
PER PLAN
THICKNESS I\ ll
ll 1
1
PROVIDE
f -
EN
+
3 CLR PANELS
- - - - - TYP
�T
�- -I n T-
A I I + I 11 I MFR, 1 /s
a ^' I+I I I I I+I
a
TYP
3 CL ,
-I I I I
„ HEADER I II I ' BLOCK
3 CLR PER PLAN + + 4X6 BLK G AT AL
+ I I I I I TYP.
REINFORCE WITH #4
AT 6" O.C. E.W. ----
CS16 STRAP -
FTG TYPE PER PLAN TTP
---- - -- - - EN
,
A I „
i
16 MAX
1
2'-07 ( I I ) °- -co SPACING
A I oI
I I
� n
a. Common or box nails are permitted to be used except where otherwise stated. I I I O II
n enter t es Inches t Intermediate supports except 6 inches at supports where spans are +
b. Nails spaced at 6 Incheso c a edges, 12 c a a PP P PP P
48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails I I I HOLDOWN w J
for wall sheathing are permitted to be common, box or casing. POST' PER �
I a
c. Common or deformed shank (6d 2 x 0.113*; 8d 2 1/2 x0.131" , tOd 3 x 0.148) TRIMMER/S + _
d. Common 6d - 2 x 0.113 ; 8d - 2 1 2 x 0.131 ; 10d - 3 x 0.148 PLAN C�
( " / " ") PER PLAN I I -
e. Deformed shank 6d - 2 x 0.113 • Sd - 2 1 2 x 0.131 tOd - 3 x 0.148 B W
f. Corrosion -resistant siding (6d - 1 7/8' x 0.106"; 8d - 23/8" x 0.128") or casing (6d - 2" x .099"; 8d - 2 1/2" x 0.113")
nail
g. Fasteners spaced 3 inches on center at exterior ridges and 6 inches on center at intermediate supports, when used as
structural sheathing. Spacing shall be 6 fiches on center on the edges and 12 inches on center at intermediate supports for
nonstructural applications.
h. Corrosion resistant roofing nails with 7/16 inch diameter head and 1 1/8 inch length for 1/2 inch sheathing and 1 3/4 inch
length for 25/32 sheathing.
L Corrosion -resistant staples with nominal 7/16 inch crown and 1 1/8 inch length for 1/2 inch sheathing and 1 i/2 inch length
for 25/32 sheathing. Panel supports at 16 inches (20 Inches if strength axis in the long direction of the panel, unless otherwise
marked).
I Casing (1 1/2" x 0.080") or finish (11/2" x 0.072") nails spaced 6 inches on panel edges, 12 inches at intermediate supports.
k. Panel supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports.
L , For roof sheathing applications, 8d nails (2 1/2" x 0.113") are the minimum required for wood structural panels.
m. Staples shall have a minimum crown width of 7/16 inch.
n. For roof sheathing applications, fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports.
F t d 4 i oh t t d 8 i h tit di to its for s bfloor nd w 11 she thin and 3 inches
FOOTING SCHEDULE
SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*)
FOOTING TYPE
DIMENSION A DIMENSION B, U.N.O.
I I
F1.5
1'-6" 1'-6"
y
F2
2'-0" 2'-0"
O.C.0. .CENTERED ON OPENING. WRAP'
CPER
z
W
a
2'-6" 2'-6"
II
► I
F3
II
I•I (°I
AND NAILING
SILL PLATE SIZE
I
12"
I I°
PER SHEAR
SCHEDULE-�
4'-0" 4'-0"
12"
A
GENERAL NOTES.
12d ®5 O.C.
8d ®4 O.C..C.
0
II
II I) 1I
N PER SHEAR
I
2X MUDSILL
AB ®1 -0 O.C.
"-5"
12d ®4 O.C.
1 1 2
/
WALL FRAMING
WALL SCHED.
AT CORNERS WHERE THEY OCCUR..
C
o
3X MUDSILL
f »
AB ®1 -9 O.C.
_I
AS REQ'D
I II
11 1)
PER PLAN
PER SCHED
C
I
EDGES, TYP
II
WALL SCHED.
COMPRESSION
POST AS RE D
Q
J PER HOEDOWN
- -
PER SHEAR
SCHEDULE
I I
MAX
TYP.
PER PLAN TYP
PROVIDE CONTINUOUS STRAP OVER
STUD I° I
I
°
i I II
.I
I
i°I I°I
I -F -USE 3X STUD AT I
ABUTTING PANEL
I EDGES WHERE I
REQ'D PER SHEAR
II II I
1.
r
HOEDOWNS SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS.
D TIONS
WALL SCHEDULE
li LI
I I
II II
I
II
II
I
II II
-. -- H
I
I°I
1 -.--LL
MULTIPLE WINDOWS .WHERE OCCURS
--!
°
I II
SILL PLATE AND AB
I I I I I
I
p
I
I
°
..,._ E.N. PLY: AT
° IL
2. )
PROVIDE A36 THREADED ROD WITH 2'-4- EMBED IN CONCRETE AND •:DOUBLE NUT WITH
° °°
° ° °
° ° ° ° °
° °
-_---_--I---=
I
I
II
I °I
II II
BLK G SILL
/
p „
1/2" THICK X 3 SQUARE PLATE WASHER AT BOTTOM OF EMBEDDED END.
� Q
°I
LI
II I`I
3. )
AT 3X MUDSILL USE SSTBL VERSION OF ANCHOR ' LISTED AB
C LTE ABOVE.
PIPE
AS OCCURS
I
1.
11° A
I°I II
BOTTOM
PLATE
I I
I I
III°I '"
I ( I I
12"
4.)
DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.135") AT 6" O.C. STAGGERED.
NOTE. DO NOT BORE HOLES OR CUT NOTCHES
IN STRUCTURAL WALL
I
1I-
II
1 IITYP
II I°I
FOUNDATION PER PLAN MAX.
I
5. )
„
MINIMUM FOUNDATION END DISTANCE FOR STRAP H LDOWNS IS 1 1 .NAI I FOR
0 /2 L SIZE R
PLATES GREATER THAN 1/3 THE PLATE
/
WIDTH WITHOUT WRITTEN
- -
IL - -
_
. 1 .. - -I L
�
"
STRAP HOLDOWNS IS 16d SINKER 3 1/4" X 0.148 DIAMETER).
( / )
CONSENT FROM THE ENGINEER OF RECORD.
PROVIDE GAP BETWEEN PANELS
CORNER WHERE OCCURS
I
E.N. PLY AT KING
STUD--jAS
REQ'D. BY MFR.
Q
1/8- MIN.
r /
I
6. )
SEE DETAIL 6 SD2 FOR THICKENED FOOTING AT SSTB .WHERE REQUIRED. -
/ , Q
TYPICAL TOP PLATE NOTCH
DETAIL 14
TYPICAL OPENING STRAPPING
DETAIL
10
TYPICAL 2
-
STORY SHEAR WALL ELEVATIONF_6_�TYPICAL
HOLDOWN SCHEDULE
NO SCALE
LD1
NO SCALE
SD1
NO SCALENO
�Dl
SCALE -
i 2 f
� ��
SD1
P ERMIT#
CORNER WHERE OCCURS
._..BUTTE COUNTY DEVELOPMENT SERVICES
TOP PLATE
...SHEAR PLY PER SHEAR PER 11 SD1
/
WALL SCHEDULE TYPE
SHEAR PLY
P
TO PLATE PER 11 SD
/
5 16d NAILS AT
O
LAPPED CORNERS TYP
REVIEWED F OR
CODE COMPLIANCE
CE
AND NAILING
6 AT .HEADER TYP
EN EN
PER PLAN
THICKNESS I\ ll
ll 1
1
PROVIDE
f -
EN
+
3 CLR PANELS
- - - - - TYP
�T
�- -I n T-
A I I + I 11 I MFR, 1 /s
a ^' I+I I I I I+I
a
TYP
3 CL ,
-I I I I
„ HEADER I II I ' BLOCK
3 CLR PER PLAN + + 4X6 BLK G AT AL
+ I I I I I TYP.
REINFORCE WITH #4
AT 6" O.C. E.W. ----
CS16 STRAP -
FTG TYPE PER PLAN TTP
---- - -- - - EN
,
A I „
i
16 MAX
1
2'-07 ( I I ) °- -co SPACING
A I oI
I I
� n
a. Common or box nails are permitted to be used except where otherwise stated. I I I O II
n enter t es Inches t Intermediate supports except 6 inches at supports where spans are +
b. Nails spaced at 6 Incheso c a edges, 12 c a a PP P PP P
48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails I I I HOLDOWN w J
for wall sheathing are permitted to be common, box or casing. POST' PER �
I a
c. Common or deformed shank (6d 2 x 0.113*; 8d 2 1/2 x0.131" , tOd 3 x 0.148) TRIMMER/S + _
d. Common 6d - 2 x 0.113 ; 8d - 2 1 2 x 0.131 ; 10d - 3 x 0.148 PLAN C�
( " / " ") PER PLAN I I -
e. Deformed shank 6d - 2 x 0.113 • Sd - 2 1 2 x 0.131 tOd - 3 x 0.148 B W
f. Corrosion -resistant siding (6d - 1 7/8' x 0.106"; 8d - 23/8" x 0.128") or casing (6d - 2" x .099"; 8d - 2 1/2" x 0.113")
nail
g. Fasteners spaced 3 inches on center at exterior ridges and 6 inches on center at intermediate supports, when used as
structural sheathing. Spacing shall be 6 fiches on center on the edges and 12 inches on center at intermediate supports for
nonstructural applications.
h. Corrosion resistant roofing nails with 7/16 inch diameter head and 1 1/8 inch length for 1/2 inch sheathing and 1 3/4 inch
length for 25/32 sheathing.
L Corrosion -resistant staples with nominal 7/16 inch crown and 1 1/8 inch length for 1/2 inch sheathing and 1 i/2 inch length
for 25/32 sheathing. Panel supports at 16 inches (20 Inches if strength axis in the long direction of the panel, unless otherwise
marked).
I Casing (1 1/2" x 0.080") or finish (11/2" x 0.072") nails spaced 6 inches on panel edges, 12 inches at intermediate supports.
k. Panel supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports.
L , For roof sheathing applications, 8d nails (2 1/2" x 0.113") are the minimum required for wood structural panels.
m. Staples shall have a minimum crown width of 7/16 inch.
n. For roof sheathing applications, fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports.
F t d 4 i oh t t d 8 i h tit di to its for s bfloor nd w 11 she thin and 3 inches
X fn
Q w
�o
KINGS HOLDOWN
/
POST PER PLAN
AS
L
FOOTING SCHEDULE
SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*)
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"
X fn
Q w
�o
KINGS HOLDOWN
/
POST PER PLAN
AS
L
°
SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*)
SHEAR
WALL
TYPE
MUDSILL THICKNESS
AND 1/2* DIAMETER
ANCHOR BOLT SPACING
1--= --- --°
-Tl IT'
PANEL EDGE
NAIL SIZE
AND SPACING
PANEL FIELD
NAIL SIZE
AND SPACING
"SIMPSON"
SIMPSON
A35 AND RBC
CUP SPACING
ALLOW.
LOAD
(PLF)
II
GAP BETWEEN
LI la
FIELD NAIL PER
N
8d ®6 O.C.
M
8d ®12 O.C.0.
C
-
A35 AT 2 8 O.C.
"
RBC AT 1 -8 O.C.
f (
REQ D BY
(
I I I I
I)
SHEAR WALL SCHED.
"
12d ®5 O.C.8d
„
®4 O.C.
"
8d ®12 O.C.
" MIN
II
I°I
A
2X MUDSILL
w
V-30
AB � 1 -3 O.C.
12d ®5 O.C.
8d ®4 O.C..C.
0
II
II I) 1I
N PER SHEAR
3
2X MUDSILL
AB ®1 -0 O.C.
"-5"
12d ®4 O.C.
8d ®3 O.C.
Ii
WALL SCHED.
490
IZE
3X MUDSILL
f »
AB ®1 -9 O.C.
_I
AS REQ'D
I II
11 1)
A35 AT 1' -On O.C.
N
RBC ATB O.C.
640
EDGES, TYP
II
I I I I( I1
1 I i
SHEAR PLY
COMPRESSION
POST AS RE D
Q
J PER HOEDOWN
- -
PER SHEAR
SCHEDULE
Ia
(
WALL .SCHED.
I°I I°I
I
STUD I° I
II II la
II II
I
°I
I I
II I
i°I I°I
I -F -USE 3X STUD AT I
ABUTTING PANEL
I EDGES WHERE I
REQ'D PER SHEAR
I HOLDOWN
PER
II SCHEDULE
I.I I
11
°I
WALL SCHEDULE
li LI
I I
II II
I
II
II
I
II II
-. -- H
I
I°I
1 -.--LL
--!
SILL PLATE AND AB
SIZE/SPACING PER SCHED.
p
DATE DAT C
E-�G,���_ BY �
SHEAR WALL LEGEND
» N
STRUCTURAL SHEAR WALL TYPE N , FOR A MINIMUM
r ,
N L=X -Y" LENGTH OF X' -Y' PER SCHEDULE BELOW.
SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*)
SHEAR
WALL
TYPE
MUDSILL THICKNESS
AND 1/2* DIAMETER
ANCHOR BOLT SPACING
SOLE -PLATE
NAIL SIZE
AND SPACING
PANEL EDGE
NAIL SIZE
AND SPACING
PANEL FIELD
NAIL SIZE
AND SPACING
"SIMPSON"
SIMPSON
A35 AND RBC
CUP SPACING
ALLOW.
LOAD
(PLF)
6
2X MUDSILL
N
AB ®3 -9 O.C.
"
12d � 7 O.C.0
N
8d ®6 O.C.
M
8d ®12 O.C.0.
C
-
A35 AT 2 8 O.C.
"
RBC AT 1 -8 O.C.
4 s
2X MUDSILL
r _
AB ®2 9 O.C.
"
12d ®5 O.C.8d
„
®4 O.C.
"
8d ®12 O.C.
A35 AT V-8" O.C.
R -"
BC AT 1 2 O.C.
350
A
2X MUDSILL
w
V-30
AB � 1 -3 O.C.
12d ®5 O.C.
8d ®4 O.C..C.
0
®
8d 12 O.C.O C.
A35 AT V-8" O.C.
w
RBC A 1 -0 O.C.
T
3
2X MUDSILL
AB ®1 -0 O.C.
"-5"
12d ®4 O.C.
8d ®3 O.C.
8d ®12 O.C.
O.C.
"
RBC AT 10 O.C.
490
IZE
3X MUDSILL
f »
AB ®1 -9 O.C.
"
12d � 3 O.C.
"
8d ®2 O.C.
" -
8d ®12 O.C.
A35 AT 1' -On O.C.
N
RBC ATB O.C.
640
- GENERAL NOTES:
1. WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER N P P BLOCKING.
D (E PLAN), SOLE LATE, TO PLATES, AND BLOC NG
USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES.
2. SHEATHING: USE APA RATED (32/16 SPAN RATING SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL
PANELS AT ALL EDGES TOP PLATES SOLE PLATE MUDSI POSTS AND HOLDOWN
COMPRESSION POSTS/STUDS.
3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2' 1/2" X 0.113" DIAMETER HDG BOX,
12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON.
DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES MAX
(
75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. SEE DETAIL 8/SD1 FOR MORE INFO.
12 4.) AT SHEAR WALL TYPES "4", "3", AND "2" USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND
SHEAR WALL WIDTH
FOUNDATION PER PLAN MAX.
STAGGER NAILING.
o. as eners space n es on cen - a a ges, I. es a n erne a suppo u a a a g ALLO ABLE LOADS MMI BE U P D
5) W A M LTl UE BY 1.4 WHERE .WIND LOADS GOVERN.
on center at edges, 6 inches at intermediate supports of roof sheathing.
NOTE: STUD SPACING = 16 O.C. U.N.O. CORNER WHERE OCCURS
p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. TE ,
17 13 9
5 1
TYPICAL FASTENING SCHEDULE TYPICAL SPREAD FOOTING SCHEDULE TYPICAL SHEAR WALL PORTAL DETAIL TYPICAL SHEAR WALL ELEVATION TYPICAL SHEAR WALL SCHEDULE
N CAL NO SCALE
NO SCALE NO SCALE NO SCALE 0 SCALE SD1 SD1
SD1 SD1 SDI`
Q�pFESS/pN
9
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F
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F
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rNo. 5688rr �
. 6 0/18
C'V`s �\*
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11/28/16
THESE PLANS HAVE BEEN REVIEWED
FOR COMPLIANCE ONLY WITH THE
ATTACHED STRUCTURAL
E
CALCULATIONS
Ir
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383 Rio Lindo Ave.
Suite 200
Chico, CA 95926
P. 530.592.4407
SummitChico.com
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REVISIONS
1 PC#1
11/28/16
0
DATE: 10/19/16
SCALE: NTS
DRAWN BY: RKB ,
• 16- 14
3
JOB NUMBER.
SHEET:
SDI
- -- - --
Q�pFESS/pN
9
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rNo. 5688rr �
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11/28/16
THESE PLANS HAVE BEEN REVIEWED
FOR COMPLIANCE ONLY WITH THE
ATTACHED STRUCTURAL
E
CALCULATIONS
Ir
r.,
383 Rio Lindo Ave.
Suite 200
Chico, CA 95926
P. 530.592.4407
SummitChico.com
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REVISIONS
1 PC#1
11/28/16
0
DATE: 10/19/16
SCALE: NTS
DRAWN BY: RKB ,
• 16- 14
3
JOB NUMBER.
SHEET:
SDI
L
��DVESS/0,4/
K.
UPPER 0 0
SHEAR WALL .0 0
EN E.N. PER PLAN 1 �12-, TYk— /-FLOOR PLY AND
I L -j ":-No. 5688r'
NAILING PER PLAN
+ 1 1/2", TYP- 1 1/2", TYP .6 18
__,--E.N.
FLOOR C/vk
1+1 1+ 1 FRAMING PER
BASE PLATE STEEL STAIRS
1/SD3, SIM-- 0 C
AND ATTACHMENT
HOLDOWN
XZBY OTHERS /2" ISOLATION JOINT
POST PER 1+ 1 NOTE: CORROSION PROTEC11ON BY OTHERS. 3 1/2 LVL RIM WITH
4" CONCRETE SLAB 'NTH
1+1 PLAN -1 1 1+1 A35 CLIP TO TOP PLATE #4 AT 24- O.C. EACH WAY 11/28/16
+ CONCRETE SLAB -ON -GRADE THESE PLANS HAVE BEEN REVIEWED
AT EACH STRINGER AND AT MID -DEPTH OF SLAB PER PLAN. SLOPE PER FOR COMPLIANCE ONLY WITH THE
HSS POST PER PLAN
1+ 1 4'-0" O.C., U.N.O.--` ATTACHED STRUCTURAL
ARCH WERE REQ'D
7
=:� ... ..... . . ... . .....
11+ rl�F__ =F-- a 7a:. -1- E.N. 3/4- PLATE X 6- WIDTH ELEV. PER ARCH CALCULATIONS
I�F- _+_
T_ LENGTH WITH (4)
EL — — — — — - T 7E :F
—E.N. X 11
4X6 3/4" DIA. ANCHOR
BLOCK./ 0 0
TYP_ + I + BOLTS NTH 12" MIN TOP PLATE PER ll/SD1/
EMBED IN FNDN
+
ADD 4X6 POST
+ DIRECLTY BELOW
+I
BALLOON WALL I
EACH STRINGER
4�7
FRAMING PER
+
PLAN, TYP---�j
#4 VERT AT EACH PAIR OF
HSS POST BASE ANCHORS— --PROVIDE 16" MIN WIDTH STEM PER
PLAN, WITH (2) #4 TOP HOOKED AT SPREAD FOOTING PER 7
CONT. CS1 6 STRAP X LOWER SHEAR EACH END AND #4 VERT 12- OC, (3) PLAN MERE OCCURS
LENGTH PER PLAN WALL PER NOTE: COORDINATE ATTACHMENT OF STAIR STRINGERS TO RIM NTH
PLAN MIN PER WALL SEGMENT STAIR DESIGNER PRIOR TO CONSTRUCTION. CONTACT SUMMIT
FNDN PER PLAN STRUCTURAL DESIGN NTH ANY DISCREPANCIES. NOTE: SEE DETAIL 1/SD2 FOR ADD171ONAL INFORMATION. 383 Rio Lindo Ave.
Suite 200
TYPICAL TOP OF STAIR DETAIL Chico, CA 95926
TYPICAL BALLOON FRAME SHEAR WALL DTL(__i&� HSS POST BASE DETAIL 1-6 2 P. 530.592.4407
NO SCALE �D2 NO SCALE D2 NO SCALE TYPICAL FOUNDATION DETAIL SummitChico.com
�D2 NO SCALE SD2
LAP VERTICAL BARS 2'-0" WERE
900 HOOK 10__�_1350 HOOK BARSALIGN WITH SLAB REINF., LAP COLUMN PER PLAN, WHERE
+ VERTICAL BARS 3-6" WERE BARS OCCURS, SEE NOTE 7
TYP. NOTE: CORROSION PROTEC11ON BY OTHERS. DO NOT ALIGN WITH SLAB REINF �POST BASE PER PLAN,
4" CONCRETE SLAB WTH WHERE OCCURS, SEE NOTE 7
#4 AT 24" O.C. EACH BIIAY �7 ROUGHEN SURFACE
AT MID -DEPTH OF SLA AMPLITUDE
fn 00 1/4
STEEL STAIRS
BAR SIZE INSIDE DIAMETER "D" < Uj
AND ATTACHMENT SHORING BY OTHERS
#3, #4, #5 4d BY OTHERS IN BACKFILLING
#6, #7, #8 6d COMP CTED GRAVEL -SAND AND COMPACTION AND CID
pi g BACKFILL BY OTHERS, TYP UNTIL SLAB REACHES 'C 1 4
4k
DRAG STRAP jr Of STIRRUPS AND TIES 4" _4" 75% STRENGTH
PER PLAN 00 z
O.C. 8'- 0" M I N.
S11 HORIZ., #4 AT
'WHERE OCCURS ROOF PLY AND -.Z.7 fc'= 2.5 K Uj
'13 . 4d L #4 AT 12"
NAILING PER PLAN N
900 HOOK 2� 1/2" m�_. 4" CONCRETE SLAB NTH fy-- 60 Ksl 24- O.C. VERTIz::::� LLJ
#4 AT 24" O.C. EACH WAY _j >
MPACTED
11 ___E I N. PLY AT AT MID -DEPTH OF SLAB (2) #4 FINISH GRADE
CONT. BOTT.
WATERPROOFING 3" 3" MIN
E.N I T1 BLOCK
RAFTER PER PLAN, TYP 1800 HOOK AND DRAINAGE
04 �'(DU.00.0 -01). U
BAR SIZE INSIDE DIAMETER "D" BY OTHERS, TYP Uj CL
'60(�)o
0. .0 0.
tO'CD
#3. #4. #5. #6, #7, #8 6d 000 " W6,�, SPREAD FOOTING PER
----(3) 16d TO BLOCK, TYP
L #9, #10, #11 8d PLAN WHERE OCCURS
12"
Lij
E. N:`�� 2X BLOCK AT 24" O.C. #14, #18 10d
3- CLR, TYP NO
\A35 CLIP PER SHEAR WALL SCHEDULE, HOOKS AND BENDS
DBL TOP P�� OTHERWISE 4'-0- O.C., TYP. V-3" <
PER 11 /SD SEE LAP SCHEDULE FOR WIDE X 12" THICK FOOTING V)
?-CONCRETE OR GENERAL #4 TOP AND BOTTOM NOTES:
(3) 8d TIN. PER BLOCK NOTES FOR MASONRY MIN AT STRINGERS. EXTEND 1.) FOOTINGS SHALL BE LEVEL AND BEAR ON CLEAN, UNDISTURBED SOIL. <
PLYWOOD AND 3" CLR FOOTING V-6" MIN. PAST OUTSIDE 2.) FOUNDATION MAY NOT PERFORM AS INTENDED AND MAY FAIL UNLESS STRICT ADHERENCE IS
NAILING PER PLAN FACE OF STRINGER, TYP
WALL FRAMING PER . . . . . . ............................................ MAINTAINED IN ALL ASPECTS OF DETAIL REQUIREMENTS.
CI
PLAN 3.) PROPER CARE MUST BE TAKEN TO DRAIN WATER UNDER THE SLAB TO PREVENT BUILD-UP OF
NOTE: COORDINATE ATTACHMENT OF STAIR STRINGERS TO SLAB/FTG WATER BEHIND RETAINING WALL. z -00
6 WITH STAIR DESIGNER PRIOR TO CONSTRUCTION. CONTACT 4.) MINIMUM REBAR SPLICE LAP LENGTH IS (6b) BAR DIAMETERS U.N.O.
OFFSET AND SPLICES SUMMIT STRUCTURAL DESIGN NTH ANY DISCREPANCIES. 5.) SLAB SLOPE AND ELEVATION AS REQUIRED PER ARCH (2'-6" MAX WALL HT). <
6.) GUARDRAILS AND HANDRAILS BY OTHERS.
TYPICAL REBAR BENDING DETAIL 7.) PROVIDE 2- MINIMUM SIDE COVER FROM EACH EDGE OF COLUMN BASE TO EACH EDGE OF SLAB. U
ROOF FRAMING DETAIL F19 15 STAIR TO FOUNDATION DETAIL
NO SCALE �D2 NO SCALE SD2 NO SCALE SLAB -ON -GRADE AT PORCH DETAIL F3
SD2 NO SCALE
�D2
WALL FRAMING PER PLAN
7
SHEAR AT OPPOSITE FACE
WERE OCCURS PER PLAN-___.IIIj
PIT. DF SILL AND I
A.B. PER 3/SD1 SHEAR PER PLAN
PLYWOOD AND 4" CONCRETE SLAB WITH
NAILING PER PLAN
#4 AT 24- O.C. EACH WAY
ROOF JOIST PER PLAN. ALL LAPS (60) BAR AT MID -DEPTH OF SLAB\\\
E.N.\ DIAMETERS, U.N.0 N.
SEE NOTE 2
1 1/4- LSL BLOCK SSTB PER PLAN,
SEE 2/SD1 FOR MORE INFO
PROVIDE 6" MIN WIDTH STEM
REINFORCING PER PLAN\
A35 CLIP PER SHEAR 0
BEYOND PER 9/SD2 NTH #4 TOP 0.
WALL SCHEDULE, 9 1/4- MIN. AT ROUGHEN SURFACE
HOOKED AT EACH END AND #4 VERT /2- LIP AT GARAGE 6* MIN. AT (1) S RY, 8- MIN. AT (2) STORY, U.N.O.
on OUTSIDE MOST
OTHERWISE 4'- 1/4- AMPLITUDE
12- OC, (3) MIN PER WALL SEGMEN DOOR OPENING
SUPPORT
O.C., TYP.__
WHERE REQUIRED
S
#4 SLAB TIE
Uj
1/2- ISOLA11ON JOINT a- Z AT V-0" OC
LU<
(3) 12d TOENAILS PER JOIST 1/2- ISOLATION
E.N�'�
12"
JOINT BEYOND
PAVEMENT AND SLOPE
0
DBL TOP PLATE H2.5T ELEV. PER ARCH SPREAD FTG PER
71 Z
SUBGRADE BY OTHER
PER ll/SD1 0
ONCRETE SLAB -ON -GRADE 0
NATURAL 3" CLR.
PER PLAN. SLOPE PER
PLYWOOD AND
GRADE LINE— ARCH
00 12" (1) STORY
NAILING PER PLAN WALL FRAMING PER #4 CONT. TOP AND BOT.
1 -ft 15N (2) STORY�
PLAN �--#4 MIN TYPICAL U.N.0 12" MIN 1 1/2- \(2) LAYERS OF
NOTES: CLR��Z BUILDING PAPER 3" MIN COVER� NOTE: SHORE FOUNDATION AS REQUIRED DURING BACKFILLING.
3" CLR= \(2) #4 TOP AND
1.) WEATHER TREATMENT AND CORROSION PROTECTION BY OTHERS. BOTT, CONT THIS LINE
2.) PROVIDE SLOPE PER ARCH AT TOP OF JOISTS AS REQ'D FOR DRAINAGE. 12 TYPICAL INTERIOR FOUNDATION DETAIL 2
MINIMUM JOIST DEPTH 9 1/4" (OVER SUPPORT). 16" MIN
NO SCALE
SD2
PT DF SILL AND /WALL FRAMING
AB PER 3/SD1 PER PLAN
10 6
BEAM DETAIL TYPICAL CONCRETE STEM/FTG REBAR PLAN 14 TYP GARAGE DOOR OPENING FNDN DTL TYPICAL THICKENED FOOTING AT SSTB STEP AT DOOR ry
NO SCALE NO SCALE NO SCALE
SD2 NO SCALE MERE/IF REQD
SD2
SD2 ROUGHEN SURFACE
1/4" AMPLITUDE -SHEAR PER PLAN Ln
WHERE OCCURS
LAP VER11CAL BARS 2'-6" MERE
BARS ALIGN NTH SLAB REINF., LAP EN
!VERTICAL BARS 4'-6" WHERE BARS
DO NOT ALIGN NTH SLAB REINF. #4 CONT. -
:4" CONCRETE SLAB WITH
#4 AT 24- O.C. EACH WAY 4 DOWEL AT EACH VER71CAL U
AT MID -DEPTH OF SLAB
.�ALL FRAMING PER PLAN
LAP 3'-0" MIN. SHEAR PER PLAN CLEAN, PROPERLY —12" TAIL SHORING BY OTHERSbURING a=
COMPACTED GRAVEL -SAND BACKFILLING AND COMPACTION
WHERE OCCURS— PT DF SILL AND AB PER 3/SD1 EQ Q ��AND UNTIL SLAB REACHES
BACKFILL BY OTHERS, TYP
75% STRENGTH
SOG PER PLAN, TYP STEP COUNT PERMIT# ROUGHEN SURFACE 1/4" —8'-0" MIN.
BM. PER PLAN PER ARCH 1/2" ISOLATION JOINT BUTTE COUNTY DMLOPMENT SERVICES AMPLITUDE AT DOOR 11---6" MIN. AT (1) STORY, 8 -
CONCRETE SLAB -ON -GRADE REVIEWED FOR
#4 NOSEBAR EN PER PLAN. SLOPE PER CODE COMPLIANCE #4 AT 12- O.C. HORIZ., MIN. AT (2) STORY, U.N.O. < ---
TYP ARCH #4 AT 24" O.C. VI� OMPACTED
a.
0 : REVISIONS:
DIMS PER I
6" MIN DATE --'FINISH GRADE
L 0 ELEV. PER ARCH WATERPROOFING AND 6
ARCH SLOPE GRADE 8" MIN L DRAINAGE BY OTHERS, TYP 111' 11 & PC#1 11/28/16
...... ..... L
AWAY FROM FNDIIIII ALL NON -SHEAR WALLS AND AS REQD. SEE NOTE 5 PREAD FTG
S PER
16- 6- NON-BEARING WALLS TO HAVE
A), q- i PLAN WHERE OCCURS
C
LAP 3'-0" HILT] X-CP72 SHOT PINS PER
fc'= 2. (2) #4 CONT. 12"
AT 18" OC HORIZ, WHERE 60 KS1
12" MIN fy-_ I I
CLR, TYP
CO L STEM WALL HEIGHT > V-6 t3 li
#4 AT 16- O.C. EA. WAY
\SIMPSON C
MIN. #4 AT 24- OC VERT. #4 ICC ESR -2379 AT 24" O.0 PT SILL PLATE 5 KSI
0r n
w I 1 12- (1) STORY
#4 CONT TOP AND BOTT
------- 15- (2) STO DATE: 10/19/16
NOTES:
—HSS PER PLAN lEl 151
Lou 1.) ALL STEM WALLS AT PERIMETER OF SLAB MUST HAVE FUH HEIGHT VERTICAL #4 BENT BARS AT
SCALE: NTS
PROPERLY PREPARED SUBGRADE PLAN WHERE OCCURS 2.) ENTIRE SLAB MUST HAVE #4 BARS AT 24- O.C. EACH WAY AT MID -DEPTH OF SLAB. LAP BARS
—11 I=LL_=,� 3" CLR, TYP 12 \SPREAD FOOTING PER \CONCRETE 24" O.C. MAX., LAPPED NTH SLAB REINFORCING AS SHOWN. DRAWN BY: RKB
(PER SOILS REPORT WERE APPLICABLE)z 30" AT ALL SPLICES.
6" 6' SLAB -ON -GRADE
3.) FOOTINGS SHALL BE LEVEL AND BEAR ON CLEAN, UNDISTURBED SOIL.
PER PLAN
JOB NUMBER: 16-314
4.) FOUNDATION MAY NOT PERFORM AS INTENDED AND MAY FAIL UNLESS STRICT ADHERENCE IS
NOTE: CORROSION PROTECTION BY OTHERS. MAINTAINED IN ALL ASPECTS OF DETAIL REQUIREMENTS.
PROPER CARE MUST BE TAKEN TO DRAIN WATER UNDER THE SLAB TO PREVENT BUILD-UP OF SHEET:
WATER BEHIND RETAINING WALLS.
9_� 6. TERS U.N.O.
BEAM DETAIL 1 7� TYPICAL STAIR -ON -GRADE DETAILS F13 ) MINIMUM REBAR SPLICE LAP LENGTH IS (80) BAR DIAME
TYP EXTERIOR GARAGE WALL FNDN DETAIL TYPICAL NON-BEARING WALL DETAIL 5
NO SCALE SD2 NO SCALE NO SCALE TYPICAL SLAB FOUNDATION DETAIL SD2
SD2 SD2 NO SCALE SD2 NO SCALE SD2
� �D
1/4
0
0
V+
+
+ -0 0 0
Fu.
I T_T_
- --- - - ------------------
.1 jLlI
Id �i I _7
NOTES:
�Ylss/o/v
1.) WATERPROOFING, FLASHING, VENTING, AND DRAINAGE BY OTHERS.
K.
WITH 5/32" BIT AS REQD TO PREVENT SPLITTING.
2.) PREDRILL SDS SCREW HOLES
rn
SHEAR PER PLAN L�j ":�-No. 688
LSTA15 BENT STRAP AT cr,
48" O.C. BLOCK TO TRUSS EN .6
4
C/v
BM PER PLAN
16d AT 8" O.C. A34 EA. SIDE SLOPE TO DRAIN -7
ROOF PLY AND OF C
E.N; PLYWOOD AND PER ARCH
NAILING PER PLAN
2X SOLID BLOCKS NAILING PER PLAN
11/28/16
WITH (3) 16d EACH END ROOF JOIST PER PLAN. DECK PLY AND
E.N.\ SEE NOTE 2 THESE PLANS HAVE BEEN REVIEWED
NAILING PER PLAN
FOR COMPLIANCE ONLY WITH THE
2X6 LEDGER _/STRAP PER PLAN, MSTA36 U.N.O. DECK JOIST PER E.N. ATTACH D STRUCT
WITH (3) 16d PLAN WITH A34
WALL FRAMING PER PLAN 1 1/4" LSL BLOCK CALCULATIONS
AT 16" O.C. CLIP AT BEAM.
SLOPE TO DRAIN 7 1/4" MIN.
PER ARCH
USS BY 9 1/4" MIN.
OTHERS
SOLID BLKG AT FULL HT
STUDS, WERE OCCURS\ LSTA24 STRAP— \TOP PLATE BEAM PER PLAN� (3) 12d TOENAILS PER JOIST H2.5T EACH JOIST, 2X CONT RIM WITH (3) 16d
WS26 HGR, PER11/SD1 EACH JOIST AND A35 CLIP
U.N.O. H2.5T BEAM PER PLAN--'-'� TO BEAM AT 4'-0" O.C.
WALL FRAMING
NOTES:
PER PLAN
LAN—
HDR PER PLAN CONT. 2X6 LEDGER WITH (2) 1/4' POST PER P
WHERE OCCURS" DIA. SDS SCREWS WITH 3" EMBED AT 1.) WEATHER TREATMENT AND CORROSION PROTECTION BY OTHERS.
EACH STUD, 12" O.C. MAX NOTES:
1.) WATERPROOFING, FLASHING, DRAINAGE, VENTING, WEATHER TREATMENT,
2.) PROVIDE SLOPE PER ARCH AT TOP OF JOISTS AS REQD FOR DRAINAGE. AND CORROSION PROTECTION BY OTHERS. 383 'Rio Lindo Ave.
MINIMUM JOIST DEPTH 9 1/4" (OVER SUPPORT). Suite 200
WAH FRAMING PER SHEAR PER PLAN 2,) GUARDRAIL BY OTHERS. Chico, CA 95926
PLAN, WERE OCCURS
P. 530.592.4407
4
16 12 BEAM DETAIL 8 TYPICAL DECK DETAIL
TYPICAL TRUSS DETAIL BEAM DETAIL SummitChico.com
NO SCALE
NO SCALE NO SCALE NO SCALE L�DJ3
SD3 SD3 SD3
BOTTOM CHORD OF IMPSON STC CLIP
TRUSS BY OTHERS AT EACH TRUSS
/S
1/2- GAP
WALL FRAMING Uj
PER PLAN NON-BEARING WALL—
U
LSTA24 STRAP �SHEAR ENTIRE WALL ABOVE
AT 4'-0" O.C.-,,,,,- BEAM PER SWS TYPE "6"
WALL PERPENDICULAR TO TRUSS
SLOPE TO DRAIN
Uj
PER ARCH ILIJ
16d AT 7" O.C.-,-, SIMPSON DTC MSTA24 STRAP AT SPLICES, U.N.O.\ /BEAM SPLICE AS OCCURS 1 3/4- LVL RIM, U.N.O. E.N.. >
ROOF PLY AND Typ
-CLIP AT
NAILING PER PLAN EACH TRUSS NAILING PER PLAN
E.N. /DECK PLYAND
BEAM PER PLAN---.. 0 U
E� FLOOR FRAMING
2X BLOCK WITH TRUSS BY OTHERS, BEYOND --DECK JOIST PER
IM PER 1/SD3
�� E D i I/ PLAN WITH LUS
1/2- GAP �� 11 2 5;
(3) 16d EA_END Uss BY HANGER. SLOPE TO
_�N
OTHERS, TYP LU <
DRAIN PER ARCH
DGER
LUS26 HGIR AT/ 0 LE CONT.
2" GAP TR
01
V A 01 nr
TRUSS BEYOND NON-BEARING WALL- 2X4 BLOCK AT 4!-0" O.C.
WITH (2) 16d EACH END SIMPSON COLUMN \BEAM PER PLAN WITH (2) 1/4- DIA. <
CAP PER PLAN__/ SDS SCREWS AT 12" V)
NOTES: WALL FRAMING O.C. WITH 3 1/2- < <
WALL PARALLEL TO TRUSS PER PLAN EMBED CL
1 . ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD COND111ON SHALL I F— r%.
BE IMMEDIATELY BROUGHT TO THE ATTENT10N OF THE ENGINEER OF RECORD. NOTES: POST PER PLAN NOTES: Z (-4
2. BRACE FRAMING AS REQUIRED DURING CONSTRUCTION. 1.) ATTACHMENT OF FINISHES IS BY OTHERS AND MUST BE INSTALLED TO 1.) WATERPROOFING, FLASHING, VENTING, WEATHER TREATMENT AND 00
ACCOMMODATE VERTICAL DIFFEREN11AL MOVEMENT BETWEEN THE TRUSSES AND CORROSION PROTECTION BY OTHERS.
::3. WATERPROOFING, FLASHING, VENTING, AND DRAINAGE BY OTHERS. THE NON-BEARING WALLS. 2.) GUARDRAIL BY OTHERS. <
3.) SEE DETAIL 1/SD3 FOR ADD11IONAL INFO.
4. OVERFRAMING PER 10/SD3 NOT SHOWN FOR CLARITY. 2.) SEE DETAIL 13/SD3 FOR TYPICAL NON-BEARING WALL AT SECOND FLOOR. 4.) DECK ELEVATION PER ARCH. U
3
7 TYPICAL DECK DETAILS
TYPICAL ROOF DETAIL 15 TYPICAL NON-BEARING WALL AT ROOF Fll TYPICAL BEAM DETAIL NO SCALE <
NO SCALE �M
NO SCALE NOSCALE �M
L� D 3j
POST PER PLAN/SCHEDUI F
FLOOR TO FLOOR STRAP
PROVIDE GAP BETWEEN MIN. END LENGTH 4 PER PLAN, WERE OCCURS
PANELS AS REQD. BY PER SCHED.-----.
MFR., 1/8" MIN - .............. END NAILING
----- - ---- 1 5/8" MIN.
. ......... j SOLID SHIM WHERE FULL
END DISTANCE,
WIDTH RIM DOES NOT OCCUR
ROOF PLY AND
NAILING PER PLAN
FLOOR FRAMING
PER PLAN
FLOOR TO FLOOR
SHEAR PER PLAN
STRAP PER PLAN
SOLID BLOCK WITH (4) 16d WHER
FULL WIDTH RIM DOES NOT OCCU
ROOF PLY AND
CLEAR SPAN---"-
MSTA24 STRAP AT
r
I" r
E*N*
Roo
SEE
F
A34 EA*
SIDE
N,
NI
)�6 LE
,aG
7 9 1/4' MIN
x
16-� 8
��3j
NAILING PER PLA
2X4 OVERFRAMING PARALLEL TOP PLATE, UNO ��—DOUBLE TOP PLATE PER
1 5/8" MIN.
O.C.--\ ll/SD1, WERE OCCURS
AT 24"
TOP PLATE
1/2 END DISTANCE <
'�--END NAILING
E.N. 4X6 BLOCK WITH STRAP PER ll/SD1
MIN. END LENGTH
ROOF PLY
/(4) 16d EACH END (3) 16d LENGTH -'x'—POST PER PLAN/SCHEDULE OR
NOTE: OMIT LEDGER AT TOENAILS, PER SCHED�
BEAM PER PLAN AT SIM CONDITION
AND NAILING . .....
6X6 POST PER PLAN
NOTES: RAFTER OR TRUSS PLAN, TYP
1.) STRAP ACROSS LEDGER DISCONTINUITIES WITH ST6224 STRAP. NOTES:
2X4 VERT. AT 24" IMMER/S POST PER 1. STRAPS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. U
2.) OVERFRAMING PER 10/SD3 NOT SHOWN FOR CLARITY. O.C. WITH (4) 16d PLAN mn
TOP AND (2) 16d 2. DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.131") AT 6" O.C. STAGGERED.
3.) PREDRILL SDS SCREW HOLES WITH 5/32" BIT AS REQ'D TO TOENAILS BOTT., TYP
PREVENT SPLITTING.
10 TYPICAL TOP PLATE -BEAM DETAIL OOR (11FTF11) S SCHED
TYPICAL HANGER AT GIRDER TRUSS DETAIL Fi8 TYPICAL TRUSS LEDGER DETAIL 14 TYPICAL OVERFRAMING DETAIL TYP FLOOR -TO -FL TRAP 2
NO SCALE SD3, NO SCALE SD3 NO SCALE �ID �3 NO SCALE � �W
NO SCALE
WALL FRAMING PERMIT #
BUTTE COUNTY SERVICES
PER PLAN
WHERE OCCURS REVIEWED FOR
CODE COMPLIANCE
—NON-BEARING WALL nA Ej BY
NOTE: WATERPROOFING, FLASHING, AND DRAINAGE BY OTHERS. ABOVE MERE OCCURS NOTE: WATERPROOFING, FLASHING, DRAINAGE, AND CORROSION PROTECTION BY OTHERS. SHEAR PER PLAN T
FLOOR PLY AND WHERE OCCURS
NAILING PER PLAN (2) 16d EACH JOIST
SOLID BLOCKING A35 EACH SIDE OF POSTS AND
SOLE NAILING PER 8/SD1 MULTIPLE KING STUDS, TYP
SHEAR PER PLAN RIM JOIS
—WALL FRAMING FLOOR JOIST PER PLAN OR ROOF PLY AND Wl-iERE F * J. RUNS
PER PLAN "I" JOIST BLOCK TOENAILED NAILING PER PLAN E.N. PLY ALONG TIE -BACK JOISTS PARALLEL TO RIM
ROOF PLY AND TO ADJACENT JOISTS WITH RBC CLIP PER SHEAR BLOCK X 4 JOIST BAYS
FLOOR PLY AND'NAILING PER PLAN
WITH MSTC66 E.N
NAILING PER PLAN E.N xLSTA15 STRAP AT 48" O.C. (4) 8d EACH END WALL SCHEDULE, —ROOF TRUSSES DBL DECK JOIST E.N. PLY AT BLK G
BLOCK TO BLOCK DEFLECTOR FASTENING OTHERWISE 4! -Om O.C., TYP. BY OTHERS REVISIONS:
SYSTEM"OR ENGINEER 3X BLOCK AT HD 1 1/4- LSL RIM WITH
E.N. PLY AT BLOCKS 6d AT 8" O.C. t-� -
E.N;,,� I T BACK JOIST JOIST/BLOCK FLANGE-----_, O.C. AT PARALLEL FJ CONDITION..
1E
'---1 /2" MAX GAP
.2X BLOCKING AT 4 SOLID BLOCKS r r
'-0" O.C., I I N: -7 — 1 3/4" MIN. BEARING, TYP
\E.N. SOLID BLOCKING
T&B, (3) 12d T.N. EA. END WITH (3) 16d EACH END
r-- \66T OR 66L STRAP HDU2 I H I ORIZ, TYP AT —BLOCK SOLID AT MULTIPLE
H2.5T EA. TRUSS E.N STUDS AND HOLD DOWNS
SOLE FASTENING PER —BEAM PER PLAN PROVIDE GAP BETWEEN PANELS
CONT. 2X6 LEDGER WITH AND (2) AT TIE -BACK JOIST WITH
MIN. -
SHEAR WALL SCHEDULE, NON-BEARING WALL AS REQ'D. BY MFR., 1/8
(3) 16d EACH STUD MULTI -PLY TRUSSES 2X LEDGER 5/8- DIA. THREADED ROD
A35 CLIP PER SHEAR WALL
12d AT 8" O.C. OTHERWISE E.N. 11
E.N., TYP SCHEDULE, OTHERWISE
FLOOR FRAMING PER PLAN FASCIA BY OTH I ER ---..,,,'\TOP PLATE PER ll/SD1 4'-0" O.C., TYP. DATE: 10/19/16
E.N. TOP PLATE PER 11 /SD,//
E.N. SHEAR PER PLAN (3) 8d T.N. PER FJ/BLOCK
E.N. PLY AT BLK'G NOTES: BEAM PER PLAN WHERE OCCURS SCALE: NTS
DECK JOIST PER PLAN SHEAR PER PLAN
H
FLOOR JOIST PER PLAN 1.) ATTACHMENT OF FINISHES IS BY OTHERS AND MUST BE INSTALLED TO WHERE OCCURS----- DRAWN BY: RKB
ER PER ACCOMMODATE VERTICAL DIFFERENTIAL MOVEMENT BETWEEN THE FLOOR JOISTS
FRAMING PER PLAN WALL FRAMING
PLAN/SCHED.. OR FULL AND THE NON-BEARING WALLS. JOB NUMBER: 16-314
E.N. DEPTH BLOCKING AT FLOOR JOIST EITHER PER PLAN
2'-0" O.C. AT 2.) SEE DETAIL ll/SD3 FOR TYPICAL NON-BEARING WAH AT ROOF. DIR. PER PLAN--7�� SHEET:
PARALLEL JOIST
CONDITION 3.) USE (2) FASTENERS PER WALL SEGMENT MINIMUM.
EAM PER PLAN
9 -BACK DETAIL SD3
5'� TYPICAL FLOOR SPLIT DETAIL
TYPICAL BEAM DETAIL 17 TYP NON-BEARI NG WALL AT 2N D FLOOR Fl 3 TYPICAL EAVE DETAIL TYPICAL DECK TIE NO SCALE
NO SCALE
NO SCALE NO SCALE SD3 NO SCALE SD3 SD3 SD3
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STRAP REQ'D
MIN. POST SIZE
UIKUtK IKUz)z$ wrltKt LUS2Es mum
REQ'D PER PLAN. U.N.O.
END LENGTH NAIL QUANTITY
TYP
—16d AT 8" O.C. PERPLAN X4 WITH NOTCH BEAM AT
DBL 2X
11"
(14) 16d
MSTC52
4X6
19-5"
(22) 16d
4X6 SOLID BLOCK
E.N. 16d NAILS PERPENDICULAR
AT 12" BEAM PER PLAN-- PLATES, MERE
(32) 16d
(2) MSTC52
6X6
GIRDER TRUSS
(22) 16d
TRUSS ZY
29-0"
E.N. PLY ATi
'-MSTA15 STRAP AT SLEEPER, O.C., TYP OCCURS
BY OTHERS
OTHERS
48" O.C. TRUSS TO TYP-
WALL FRAMING
(2) 16d
T T T T IrT
C
NAILS,
TYP
BALLOON STUDS
—WALL FRAMING
HGR PER PLAN
CONT. 2X LEDGER MIN. WITH (2)
AT 16" O.C. U.N.O. v
PER PLAN
CONNECTED DIRECTLY TO
1/4- DIA. SDS SCREWS AT
2X SLEEPER LSTA18 E.S., UNO.
'"��RAFTER
PLY/POST (OMIT LEDGER)
EACH STUD WITH 2 1/2- EMBED
C
WITH (3) 16d OR
NAILS AT EA TRUSS PER
6X6 POST PER PLAN
NOTES: RAFTER OR TRUSS PLAN, TYP
1.) STRAP ACROSS LEDGER DISCONTINUITIES WITH ST6224 STRAP. NOTES:
2X4 VERT. AT 24" IMMER/S POST PER 1. STRAPS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. U
2.) OVERFRAMING PER 10/SD3 NOT SHOWN FOR CLARITY. O.C. WITH (4) 16d PLAN mn
TOP AND (2) 16d 2. DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.131") AT 6" O.C. STAGGERED.
3.) PREDRILL SDS SCREW HOLES WITH 5/32" BIT AS REQ'D TO TOENAILS BOTT., TYP
PREVENT SPLITTING.
10 TYPICAL TOP PLATE -BEAM DETAIL OOR (11FTF11) S SCHED
TYPICAL HANGER AT GIRDER TRUSS DETAIL Fi8 TYPICAL TRUSS LEDGER DETAIL 14 TYPICAL OVERFRAMING DETAIL TYP FLOOR -TO -FL TRAP 2
NO SCALE SD3, NO SCALE SD3 NO SCALE �ID �3 NO SCALE � �W
NO SCALE
WALL FRAMING PERMIT #
BUTTE COUNTY SERVICES
PER PLAN
WHERE OCCURS REVIEWED FOR
CODE COMPLIANCE
—NON-BEARING WALL nA Ej BY
NOTE: WATERPROOFING, FLASHING, AND DRAINAGE BY OTHERS. ABOVE MERE OCCURS NOTE: WATERPROOFING, FLASHING, DRAINAGE, AND CORROSION PROTECTION BY OTHERS. SHEAR PER PLAN T
FLOOR PLY AND WHERE OCCURS
NAILING PER PLAN (2) 16d EACH JOIST
SOLID BLOCKING A35 EACH SIDE OF POSTS AND
SOLE NAILING PER 8/SD1 MULTIPLE KING STUDS, TYP
SHEAR PER PLAN RIM JOIS
—WALL FRAMING FLOOR JOIST PER PLAN OR ROOF PLY AND Wl-iERE F * J. RUNS
PER PLAN "I" JOIST BLOCK TOENAILED NAILING PER PLAN E.N. PLY ALONG TIE -BACK JOISTS PARALLEL TO RIM
ROOF PLY AND TO ADJACENT JOISTS WITH RBC CLIP PER SHEAR BLOCK X 4 JOIST BAYS
FLOOR PLY AND'NAILING PER PLAN
WITH MSTC66 E.N
NAILING PER PLAN E.N xLSTA15 STRAP AT 48" O.C. (4) 8d EACH END WALL SCHEDULE, —ROOF TRUSSES DBL DECK JOIST E.N. PLY AT BLK G
BLOCK TO BLOCK DEFLECTOR FASTENING OTHERWISE 4! -Om O.C., TYP. BY OTHERS REVISIONS:
SYSTEM"OR ENGINEER 3X BLOCK AT HD 1 1/4- LSL RIM WITH
E.N. PLY AT BLOCKS 6d AT 8" O.C. t-� -
E.N;,,� I T BACK JOIST JOIST/BLOCK FLANGE-----_, O.C. AT PARALLEL FJ CONDITION..
1E
'---1 /2" MAX GAP
.2X BLOCKING AT 4 SOLID BLOCKS r r
'-0" O.C., I I N: -7 — 1 3/4" MIN. BEARING, TYP
\E.N. SOLID BLOCKING
T&B, (3) 12d T.N. EA. END WITH (3) 16d EACH END
r-- \66T OR 66L STRAP HDU2 I H I ORIZ, TYP AT —BLOCK SOLID AT MULTIPLE
H2.5T EA. TRUSS E.N STUDS AND HOLD DOWNS
SOLE FASTENING PER —BEAM PER PLAN PROVIDE GAP BETWEEN PANELS
CONT. 2X6 LEDGER WITH AND (2) AT TIE -BACK JOIST WITH
MIN. -
SHEAR WALL SCHEDULE, NON-BEARING WALL AS REQ'D. BY MFR., 1/8
(3) 16d EACH STUD MULTI -PLY TRUSSES 2X LEDGER 5/8- DIA. THREADED ROD
A35 CLIP PER SHEAR WALL
12d AT 8" O.C. OTHERWISE E.N. 11
E.N., TYP SCHEDULE, OTHERWISE
FLOOR FRAMING PER PLAN FASCIA BY OTH I ER ---..,,,'\TOP PLATE PER ll/SD1 4'-0" O.C., TYP. DATE: 10/19/16
E.N. TOP PLATE PER 11 /SD,//
E.N. SHEAR PER PLAN (3) 8d T.N. PER FJ/BLOCK
E.N. PLY AT BLK'G NOTES: BEAM PER PLAN WHERE OCCURS SCALE: NTS
DECK JOIST PER PLAN SHEAR PER PLAN
H
FLOOR JOIST PER PLAN 1.) ATTACHMENT OF FINISHES IS BY OTHERS AND MUST BE INSTALLED TO WHERE OCCURS----- DRAWN BY: RKB
ER PER ACCOMMODATE VERTICAL DIFFERENTIAL MOVEMENT BETWEEN THE FLOOR JOISTS
FRAMING PER PLAN WALL FRAMING
PLAN/SCHED.. OR FULL AND THE NON-BEARING WALLS. JOB NUMBER: 16-314
E.N. DEPTH BLOCKING AT FLOOR JOIST EITHER PER PLAN
2'-0" O.C. AT 2.) SEE DETAIL ll/SD3 FOR TYPICAL NON-BEARING WAH AT ROOF. DIR. PER PLAN--7�� SHEET:
PARALLEL JOIST
CONDITION 3.) USE (2) FASTENERS PER WALL SEGMENT MINIMUM.
EAM PER PLAN
9 -BACK DETAIL SD3
5'� TYPICAL FLOOR SPLIT DETAIL
TYPICAL BEAM DETAIL 17 TYP NON-BEARI NG WALL AT 2N D FLOOR Fl 3 TYPICAL EAVE DETAIL TYPICAL DECK TIE NO SCALE
NO SCALE
NO SCALE NO SCALE SD3 NO SCALE SD3 SD3 SD3
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STRAP REQ'D
MIN. POST SIZE
MIN. END LENGTH
END LENGTH NAIL QUANTITY
MSTC40
DBL 2X
11"
(14) 16d
MSTC52
4X6
19-5"
(22) 16d
MSTC66
20-0"
(32) 16d
(2) MSTC52
6X6
10-5"
(22) 16d
(2) MSTC66 6X6
29-0"
(32) 16d
6X6 POST PER PLAN
NOTES: RAFTER OR TRUSS PLAN, TYP
1.) STRAP ACROSS LEDGER DISCONTINUITIES WITH ST6224 STRAP. NOTES:
2X4 VERT. AT 24" IMMER/S POST PER 1. STRAPS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. U
2.) OVERFRAMING PER 10/SD3 NOT SHOWN FOR CLARITY. O.C. WITH (4) 16d PLAN mn
TOP AND (2) 16d 2. DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.131") AT 6" O.C. STAGGERED.
3.) PREDRILL SDS SCREW HOLES WITH 5/32" BIT AS REQ'D TO TOENAILS BOTT., TYP
PREVENT SPLITTING.
10 TYPICAL TOP PLATE -BEAM DETAIL OOR (11FTF11) S SCHED
TYPICAL HANGER AT GIRDER TRUSS DETAIL Fi8 TYPICAL TRUSS LEDGER DETAIL 14 TYPICAL OVERFRAMING DETAIL TYP FLOOR -TO -FL TRAP 2
NO SCALE SD3, NO SCALE SD3 NO SCALE �ID �3 NO SCALE � �W
NO SCALE
WALL FRAMING PERMIT #
BUTTE COUNTY SERVICES
PER PLAN
WHERE OCCURS REVIEWED FOR
CODE COMPLIANCE
—NON-BEARING WALL nA Ej BY
NOTE: WATERPROOFING, FLASHING, AND DRAINAGE BY OTHERS. ABOVE MERE OCCURS NOTE: WATERPROOFING, FLASHING, DRAINAGE, AND CORROSION PROTECTION BY OTHERS. SHEAR PER PLAN T
FLOOR PLY AND WHERE OCCURS
NAILING PER PLAN (2) 16d EACH JOIST
SOLID BLOCKING A35 EACH SIDE OF POSTS AND
SOLE NAILING PER 8/SD1 MULTIPLE KING STUDS, TYP
SHEAR PER PLAN RIM JOIS
—WALL FRAMING FLOOR JOIST PER PLAN OR ROOF PLY AND Wl-iERE F * J. RUNS
PER PLAN "I" JOIST BLOCK TOENAILED NAILING PER PLAN E.N. PLY ALONG TIE -BACK JOISTS PARALLEL TO RIM
ROOF PLY AND TO ADJACENT JOISTS WITH RBC CLIP PER SHEAR BLOCK X 4 JOIST BAYS
FLOOR PLY AND'NAILING PER PLAN
WITH MSTC66 E.N
NAILING PER PLAN E.N xLSTA15 STRAP AT 48" O.C. (4) 8d EACH END WALL SCHEDULE, —ROOF TRUSSES DBL DECK JOIST E.N. PLY AT BLK G
BLOCK TO BLOCK DEFLECTOR FASTENING OTHERWISE 4! -Om O.C., TYP. BY OTHERS REVISIONS:
SYSTEM"OR ENGINEER 3X BLOCK AT HD 1 1/4- LSL RIM WITH
E.N. PLY AT BLOCKS 6d AT 8" O.C. t-� -
E.N;,,� I T BACK JOIST JOIST/BLOCK FLANGE-----_, O.C. AT PARALLEL FJ CONDITION..
1E
'---1 /2" MAX GAP
.2X BLOCKING AT 4 SOLID BLOCKS r r
'-0" O.C., I I N: -7 — 1 3/4" MIN. BEARING, TYP
\E.N. SOLID BLOCKING
T&B, (3) 12d T.N. EA. END WITH (3) 16d EACH END
r-- \66T OR 66L STRAP HDU2 I H I ORIZ, TYP AT —BLOCK SOLID AT MULTIPLE
H2.5T EA. TRUSS E.N STUDS AND HOLD DOWNS
SOLE FASTENING PER —BEAM PER PLAN PROVIDE GAP BETWEEN PANELS
CONT. 2X6 LEDGER WITH AND (2) AT TIE -BACK JOIST WITH
MIN. -
SHEAR WALL SCHEDULE, NON-BEARING WALL AS REQ'D. BY MFR., 1/8
(3) 16d EACH STUD MULTI -PLY TRUSSES 2X LEDGER 5/8- DIA. THREADED ROD
A35 CLIP PER SHEAR WALL
12d AT 8" O.C. OTHERWISE E.N. 11
E.N., TYP SCHEDULE, OTHERWISE
FLOOR FRAMING PER PLAN FASCIA BY OTH I ER ---..,,,'\TOP PLATE PER ll/SD1 4'-0" O.C., TYP. DATE: 10/19/16
E.N. TOP PLATE PER 11 /SD,//
E.N. SHEAR PER PLAN (3) 8d T.N. PER FJ/BLOCK
E.N. PLY AT BLK'G NOTES: BEAM PER PLAN WHERE OCCURS SCALE: NTS
DECK JOIST PER PLAN SHEAR PER PLAN
H
FLOOR JOIST PER PLAN 1.) ATTACHMENT OF FINISHES IS BY OTHERS AND MUST BE INSTALLED TO WHERE OCCURS----- DRAWN BY: RKB
ER PER ACCOMMODATE VERTICAL DIFFERENTIAL MOVEMENT BETWEEN THE FLOOR JOISTS
FRAMING PER PLAN WALL FRAMING
PLAN/SCHED.. OR FULL AND THE NON-BEARING WALLS. JOB NUMBER: 16-314
E.N. DEPTH BLOCKING AT FLOOR JOIST EITHER PER PLAN
2'-0" O.C. AT 2.) SEE DETAIL ll/SD3 FOR TYPICAL NON-BEARING WAH AT ROOF. DIR. PER PLAN--7�� SHEET:
PARALLEL JOIST
CONDITION 3.) USE (2) FASTENERS PER WALL SEGMENT MINIMUM.
EAM PER PLAN
9 -BACK DETAIL SD3
5'� TYPICAL FLOOR SPLIT DETAIL
TYPICAL BEAM DETAIL 17 TYP NON-BEARI NG WALL AT 2N D FLOOR Fl 3 TYPICAL EAVE DETAIL TYPICAL DECK TIE NO SCALE
NO SCALE
NO SCALE NO SCALE SD3 NO SCALE SD3 SD3 SD3
D3
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