HomeMy WebLinkAbout10281290_214 S. FRANKLIN ST. - Plan (2)Sigma Design
Chuc Nguyen, PE
9353 Bolsa Ave., #E8, Westminster, CA 92683
Tel: 949/394-6605, Email: cichnguyen@gmail.com
/CALCULATION SHEETS
Location
214 Franklin St
Sasnta Ana
California
Owner
Hoan Trinh
Job:
Attached Patio
Date
May 6, 2014
E
ECEIVED
MAY 08 2014
City of Santa Ana
1.22/O
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HO0114
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at•
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Design Criteria
D1
Location:
214 Franklin St
Sasnta Ana
California
Job
Attached Patio
DL
Patio
Asphalt shingle 2.5 psf
Roof Sheathing 3.0
Rafter 2.1
Miscellaneous 2.4
Total Deck DL 10.0 psf
LL
Roof 20.0 psf
HO0114
Sigma Design, 9353 Bolsa Ave., #E8, Westminster, CA 92683, Tel: 949/394-6605, Email: cichnguyen@gmail.com
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214 Franklin St
HO0114 Santa Ana
California
Item:Attached Patio
Framing
F1
Rafter
D = 10 psf
WR L = 20 psf
Trib. = 16" O.C.
wr
14'
C 0
R=280#2x6 DFL#1&Better F2
ER 192 R=280#, use (2) SDWS22300DB, T allow. =2x 255 = 510 #> 280#OK
Header
D = 10 psf
WR L = 20 psf
Trib. = 8.5'
wr
I I
11'
C S
R=1,360#4x8 DFL # 1 F3
ESR 2604 R=1,360#, use PC44 : Post Cap
use CB44 : Column Base
Sigma Design, 9353 Bolsa Ave. #ES. Westminster, CA 92683. Email: cichnguyen@gmail.com. Tel: 949/394-6605
Version: a 1 Designed on. May 8. 2014
J
I .
ASD Method Order Pro
Developed by:Forum Engineers Enter Data Print Version
Setup IC Beam..or Girder.,...,E Joist or Rafter
Member # Rafter Member at Floor | Roof
Location : 124 Franklin St.: Santa Ana Repetitive Use ?No 1 Yes :
.
Nominal Size :(1) 2 x 6 Incised for PT ? No Yes :
Species = Douglas Fir-Larch Flat Use : No Yes i
- Dimension Lumber " Grade = No.1 & Btr Moisture Content :<19%>190/6
Span (L) =14 ft - 0 in Temperature (° F) :<too 100-125 125-150
Spacing (S) =16 in
Unsupported Length (lu) =1 ft - 0 in set Duaticn Factcrs E t with Cantilever :
L
w (Dsf)
Set Deflection Limts i r with Point Load(s)
Reset Loads to Zero i f- with Sloped Load(s)
(pressed-clown Suitons'are select@Bj
111111111111111111111111111111111111111 'I 1111111 1 111111111111 1 111111111111111111 LOADING Load Type
6 Max. Span =14 ft -0 in zik Dead Load Uniform w (ps»= 10
Rl R2
280 Ib 280 Ib
Stress and/or Deflection Check - OK
Actual Allowable Ratio Roof Live Uniform w (psf) = 20
Max fv (psi) & V (lb) 48 262 225 1238 21% 1
CD = 1.25
Max fb (psi) & M (lb-ft)1555 980 2220 1399 70%
Total Load Max. Den. (in)-0.92 U182 11180 0.93 99%
Live Load Max. Den. (in) -0.62 U273 L/240 0.70 88%
Adjustment Factors
400 for Fb for Fv for E
300
200 Wet Service CM =1.00 1.00 1.00
100 1.00 1.00 1.000Temperature Ct =
Il=Beam Stability CL =0.99 N/A N/A 41
Size CF =1.30 N/A NIA 4-400
Flat Use Cru =100 N/A N/A
Shear Force, V (lb)Incising Ci =1.00 1.00 1.00
Repetitive Member Cr =1.15 N/A N/A <1
1500 -Buckling Stiffness CT =N/A N/A 1.05 1
(C T for Emin only)
1000 Design Values in psi
500 --Ek -Ev E Emin
0- "Reference 1200 180 1800000 660000
Adjusted 2220 225 1800000 660000
Bending Moment, M (lb-ft)
Section Properties
breadth (b) =1.5 in
depth (d) =5.5 in
I /0 Area (A) =8.3 inA2
Section Modulus (Sx) =7.6 inA3
Moment of Inertial (Ix) =20.8 inA4
Total Load Deflection (in)
Version: 3.1 Designed on. May 7. 2014
ASD Method
\27
How to Order ProDeveloped by.Forum Engineers Enter Data Print Version
Setup E Beam or Girder C Joist or Rafter
Member # Header Member at Floor | Roof
Location : 214 Franklin St., Santa Ana Repetitive Use ?No ¥et,
Nominal Size : (1 ) 4 x 8 Incised for PT 7 NO Yes
Species = Douglas Fir-Larch Flat Use : No Yes
Dimension Lumber -Grade = No.1 Moisture Content :<19%>19%
Span (L) =10 ft - 0 in Temperature (° F) :<100 100-125 125-150
Tributary Width (B) =8 ft - 6 in
Unsupported Length (lu) =1 ft - 0 in Set [*ration Factors E F with Cantilever
L
w (psf)
Set Deflection Unlits i p=·: 1 with Point Load(s)
Reset Loads to Zero F with Sloped Load(s)
(pressed-down buttons are se@Eted)
1111111111111111111111111111111111111111111111111111111111111111111111 l ill i 111 1 LOADING Load Type
Max. Span =11 ft -0 in £ Dead Load Uniform w (psf) = 12
Rl R2
1360 Ib 1360 Ib
Stress and/or Deflection Check - OK
Actual Allowable Ratio Roof Live Uniform w (psf) = 20
Max fv (psi) & V (lb) 71 1196 225 3806 31% 1
CD = 1.25
Max fb (psi) & M (lb-ft)1331 3400 1622 4145 82%
Total Load Max. Den. (in)-0.32 U370 L/180 0.67 49%
Live Load Max. Defl. (in)-0.20 U593 U240 0.50 40%
Adjustment Factors
1500 for Fb foLEM {RLE
1000
Wet Service CM =1.00 1.00 1.00
500
o Temperature Ct =1.00 1.00 1.00
45[0
1„rv,
Beam Stability CL = 1.00 N/A N/A *
4000
2000
0
Size Cp =1.30 N/A 14/A <
Flat Use Cfu =1.00 N/A N/A ITE
Shear Force, V (lb)
Incising Ci =1.00 1.00 1.00 PTERepetitive Member Cr =1.00 N/A N/A
Buckling Stiffness CT =N/A N/A 1.06
(C T for Emin only)\TE I
Design Values in psi 1. P
Fb Fv E Emin-- ans al
Reference 1000 180 1700000 G20000 and I
Adjusted 1622 225 1700000 620000 ,n sap
Bending Moment, M (lb-ft)i Ana.
Section Properties
breadth (b) =3.5 in ince ot
depth (d) =7.25 in jermlt 1
Area (A) =25.4 inA2 of ANY
Section Modulus (Sx) =30.7 inA3
Moment of Inertial (Ix) =111.1 inA4
Total Load Deflection (in)By-
-4
214 Franklin St
'HO0 l 14 Santa Ana
California
Item:Footing
Concrete Footing for new post: 1' x 1' x 2':
Allowable compression bearing at 2' under ground level shall be:
p allow. = 1,000 x [1 +(.2x 2)] = 1,400 psf
Required footing = 1,360 / 1,400 = 0.97 SF, use 1' x 1'
Sigina Design, 9353 Eloisa Ave. #ES, Westminster, CA 92683, Email: cichnguyen@ginail.com, Tel: 949/394-6605
e
tels \UE*LADD
6. LOC
PROPOSE
DRAW A PLO'I OWING INFORMANON
. ALL PROPERTY LINE
. ADJACENT STREETS
. NORTH ARROW
. LOCATION SIZE, AND US]i
/0
ATION, SIZE, AND USE OF ALL
EXISTING & PROPESED BLDGS
'ATION AND SIZE OF PaBKING SPACES
AND DRIVEWAYS .
. J -9-V y L -.2
11"'1422, 14% .f at PS Elf .-1 -- 7- --4
-AL ..4. - ¢ 1mr- d,F 10 141-2 4
01
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GOAtS _11116 -
4/0 1_
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h 0446 ./ .I Lf
i RANTFERRED BY
NOTES:
<3)5 Ill
bATE 11 Ir
PLANNING INSPECTION REQUIRtD
r<:Jul=4111-:1:0_SCAWISL
,·...tr,4'2
(714) -
RETAiN PLANS A-OR FUTURE REVISIONS.
SJ:...·E.·.Ci ic, ti i:Mu CHECKEDAND CONDITTONS
L•-L·.j V V ,Indicate North
IN'?-u.OR TI ONLY
NO EUTR'CR,4.rEFATIONS/MODIFICATIONS
ALL «:1.1-ERip.L:.1 Tt) P.:ATCH EXISTING
r·r-t'J·rc·•,j·'*'- r'),·,•· :, .,c:nv . · : -4.; ,·,i•J 0 A/.biwil ..1-U
GUL:Vii.i LANDSCAPE PLANS
-»V a )4 Q 190jit L{i_j
L)ADDRESSt*CTOR
ARCHITECTURALSTRUCTURAL ACCEPTED FOR CONSTRUCTION ' SEPARATE PERMITS ARE REQUIRED FOR ' t:LECTRUCAL, PLUMBING & MEC.Paw:C,?41 PLANS '' 's Fal oi j : - red .,r, ri .. . 8.*.es auu 1 is unlawful to make any changes or I1 444;son sami wiliii lileirlisiono0 J City of Santa Ana.
The acceptance of this plan and specifications SHALL NOT [be held to permit nor be an approval of the violation of any iprovisions of ANY City Ordinance or State Law.
15 A
Accepted By---.27»-Date.41 / 9F SANTA ANA
i Date Issued --22=r Lf
--
PERMIT TYPE:(DGEELECT PLBG
MECH GRADING PERMIT#_.-la&£1&3-21-OCC. GROUP.-CONSTR. TYPE____-____...
CODE EDITION--FLOOD ZONE-__--_2- --_----
FLOOD ZONE GERTIE REQ'D YES NO1-GICROFILMYES-RIO-
I RADIANT BARRIER @ ROOF YES NO
RESIDENTIAL DEV. FEE YES NO
2231/2232.%332//1.Vpsic==a/'/21=1--'0=-='01"'a"'-u'--
| 601=tOOl DISTRICT YE(S \NOlEE
r-
FRANKUN SL
e .
pl- - 1 DETAIL 1
- AgnIALT 9{INGLE ABOVE 1/2' COX PLY SEATING
...-.........
...........1...
E.............
...-.........
...=.........
.............
- 2X BLOal-
DETAIL 2
10PE 1/4'/El
M DFL #1 & Better O 16' 0.C -
1I11II
111 1 IN/Elpil Ilii//i.ll!.11'.111.43 1 li.
-1 l liliil l'i 1.ll!.
4
i<Fir//4
. 1 I-'llili , 1 .PF=-44 ,
14<n \8 1 lil liti., DETAIL 3
; .............................///////////CE Lid
ifli
ECE I"-
MAY 0 8 2014
City of Santa Ana
ED
Illill
14'
PL- J
50'-0.
SITE PLANNTS
- (2) - SDWS2230008 0 EA BLOCK
j r- IT giNGE- ABOVE 1/Y cmt PLY SEAING
A-A
NTS
1
2X RIM BOARD--i \
C
,42*Rh
de /0 F A.
lico /
' 11 \ No. 3855 _' kl- 151 * 110- 4XG POST
2*6 PL
e
lilli
. 3(6 DFL #1 & Better 0 16' 0.C -/ \L A35 M DFL #1 & Bette 01670.C j Without wntion purmi.101 trAV;0/6/11'
2X BLOCK./ \ L- 2X BLOCK.- (E) SlRUCTURES 2«A35 OEA - L 04' CONC -
/ 4*Ovt,1 misplan and specifications E.HALL NOT T NEW ATTACHED PATIO1 1 ir be En approval 01 the violation of <any Aty Ordinance or State Law,214 FRAN K LI N ST.
/ , 6 SANTA ANA, CA--
- PC 44
+ + / 4)6 POST
1 12?au.,fCITY @F @AN 174 }41.4
DETAIL 1 DETAIL 2 DETAIL 3
NTS NTS
H00114 .-.-
/029)290
6- 5- 1,1
/0 29 1 290
21 4- S FRA« LIN St--
4 :
CITY OF SANTA
ANA
Planning & Building Agency
Building Safety Division
20 Civic Center Plaza PATIO COVER FOR ONE AND
RO. Box 1988 (M-19)PLANNING Santa Ana, CA 92702 TWO FAMILY DWELLINGS
& BUILDING (714) 647-5800
AGENCY www.santa-ana.org
A- •4 -L Ont 94
STD-02 CBC 2010
IMPORTANT NOTE TO PERMIT APPLICANT:
Prior to expending time, money or effort in plan preparation, the applicant should contact the Planning Division at (714) 647-5804
regarding zoning, setbacks, landscape, aesthetics and other requirements. A fully dimensioned SITE PLAN shall be required on a
separate 8 1/2" x 11" sheet of paper. Ask for handout on Residential Site Plan Information (patio cover is not permitted within
5 feet of a property line).
SEE ROOFING NOTE
SPECIFY ROOFING & SHEATHING OR OPEN LATTICE
DETAIL /
Til/l
- RAFTER SIZE & SPACING
SEE TABLE "A"
/ 0 0 0
<
/ 1
12
- 11.
12°
MAX.
\ 1
CONTINUOUS LEDGER
FOR HEADER SIZE ,-DETAIL "B"
SEE TABLE "B"
Z.L.
:1.
I /
DETAIL "D'-
RAFTER SPAN - " _' -'POST SPACING
.-1
EXISTING
HOUSE
WALL
" OVERHANG OVERALL LENGTH
1 •
LONG SIDE MUST BE 65% OPEN
DETAIL "C" -
SLOPE TO DRAIN - n
6" 6.
- MIN.MIN
FOOTING 12' 6
BELOW GRADE b
SEE TABLE
"C" FOR SIZE
/ n r. n 7
2500 P.S.I. CONCRETE -/ %--/ SIDE VIEW
END VIEW
r- 3/8" 0 X 5" LONG LAG SCREWS
/ INTO STUDS AT 16" O.C.
FOOTINGS:
CBC APPENDIX I. A PATIO COVER MAY BE SUPPORTED ON A CONCRETE SLAB ON
GRADE WITHOUT FOOTINGS, PROVIDED THE SLAB IS NO LESS THAN 31/2° THICK AND
FURTHER PROVIDED THAT THE COLUMNS DO NOT SUPPORT LIVE AND DEAD LOADS IN
AN EXCESS OF 750 POUNDS PER COLUMN.
2X CONTINUOUS LEDGER TABLE A
U E
00. ===--A TABLE A USE:ROOF RAFTER SPAN
1. DETERMINE ROOF SLOPE RAFTER SPACING ROOF SLOPE ROOF SLOPE1KX h 2. SELECT RAFTER SPAN SIZE C. TO C.<4:12 24:12:109¢ 1%a_al»3. SELECT RAFTER CENTER 12'8'-0"8'-6"164 Ne»«2 TO CENTER SPACING 2X4 16'7'-0"7'-6"
4. SELECT RAFTER SIZE 24"60.0.6'-6"
.'Als!\1 12 13'-0"13'-6
2X6 16 11'-6"12'-0"
JOIST HANGER OR SOLID BLOCKING I \24"10'-0"10'-6"
NAIL RAFTER TO BLOCKING I 12"17'-0"17'-6"
2X8 16'15'-6 '16'-0 '
DETAIL "A"24"13'-6"14'.0"
PATIO SIZE 10 C
POST SIZE 4
POST SPACING
HEADER SIZE LIb
RAFTER SPAN
RAFTER SIZE
& SPACING -2
ROOF PITCH (/9 ,
ROOFING MATERIAL
GRADE OF LUMBER:
rev: 07/19/2011
ll
x #4 - 4
x B
10 '
XR
Ill. /
x G @ 14' o.c.
1 / /1
S P+16 er 5-fild@t
D.R NO.1
3 D.F. NO.2
TABLE B USE:
1. SELECT SPAN OF RAFTER
2. SELECT POST SPACING
3. SELECT HEADER SIZE
TABLE C USE:
1. SELECT SPAN OF RAFTER
2. SELECT POST SPACING
3. SELECT FOOTING SIZE
TABLE B
SPAN OF POBT SPACING / HFADFR S ZE
RAFTER 4x4 4x6 4x8 4*10
10'-0"5'-6" 9'-00 11'-6°15'-0"
12'-00 50-6" 8'-6"11'-0°14'-0'
14'-6"5'-0"8'-0.10'-6"13'-0"
16'-0- - 7'-6"10'-0"12'-0"
18'-0" - 7-0"906"11'-6'
TABLE C
SPAN OF POST SPACING / FOOTING SIZERAFTER
10'-0"5'-6'715" so 9'-0718"so. 11'-6'721" so. 15'-0724' sa
120-5'-6°/16" sq 8'-6720"so. 11'-0722" sq. 14'-0726" sq
14'-6"5'-0716" sq 8'-0720" sa. 10'-6"/24"sq 13'-0"/26"sq
16'-0-7'-6721" sq. 1 0'-0'724" sq 12'-0'727" sq.
18'.0" -7'-0'/21" sq 9'-6726° sq 11'-6728" sq.
Page 1 of 2
JGALVANIZED 21/2.x 12'x 7 GAGE THICK
1 STEEL STRAP W/4-5/8"0 LAGS
- APPROVED CAP
.1
31/20
45°1
9 /
14 i
1+1
fi 4-x4'
POST --
4'x BEAM
\ 0- 5-80 NAILS,
' EACHEND
,/ 4'< BEAM
/k9 +0- 454'KNEE bN BRACE N
T-- ¥/XI / \
/ 12-1/2' 0 x 5' LONG LAGS SCREWS L 1.4. KNEE
BRACENEACH END
-- -H- 1(SEE DETAIL'ED
/
-42 4-L4'*4' POST MINIMUM
DETAIL "B"DETAIL "B" ALTERNATE
ISTAND-OFF ,te,-1" STAND-OFF
STANDOFF 1 7 <2%. AposT fm-71
/ IBASE -
r- 4°x BEAM
12' .
/--ANCHOR L --r- i - i ++1
29:KE 52-r
EMBEDI • 11 j IGALVANIZEDANCHORS IN -- A. 1CONCRETE |LH 12'x12°x7 GAGE
... / 91[IT W/6-5/8' 0 LAGS
./ X1
IT
31/2'
- 4°x POST
GRADEJ
DETAIL "C"-4-
DETAIL "D"
NOTES:
ALL MATERIALS: LUMBER, HARDWARE, PLYWOOD, ROOFING, ETC. SHALL BE NEW
AND BEAR MANUFACTURER'S OR CERTIFIED AGENCY'S GRADE MARK.
ALL CONSTRUCTION SHALL CONFORM TO THE CALIFORNIA BUILDING
CODE CURRENTLY IN EFFECT.
. CONCRETE SLAB TO BE MINIMUM 31/2" THICK.
. POSTS SHALL BE MINIMUM 4"x4".
BOTTOM OF POSTS SHALL BE ONE INCH (1") ABOVE SLAB.
ROOF SHEATING SHALL BE:
a. 1/2" PLYWOOD, CDX, 5 PLY EXTERIOR GLUE, WITH INDEX 32/16, T&G
STRUCTURAL I, WITH 10 d AT 6" O/C AT SUPPORTED ENDS, AND12" O/C ALONG
INTERMEDIATE FRAMING MEMBERS, OR
b. 1" BOARD SPAN 32"; 2" SOLID T&G SPAN 8'-0"; 2"x2" SELF-SPACED SPAN 6'-0".
ROOFING SHALL BE MIN. CLASS "C" ROOF COVERING (CBC TABLE 1505.1) OF:
a. WOOD SHAKES: 4/12 PITCH
b. WOOD SHINGLES: 3/12 PITCH
c. BUILT-UP ROOF SLOPE TO DRAIN (MINIMUM 1/4"/FT.)
d. CLAY AND CONCRETE ROOF TILES INSTALLED IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS.
MAXIMUM HEIGHT FOR A PATIO COVER IS TWELVE FEET.
PATIO COVER SHALL BE USED ONLY FOR RECREATIONAL OUTDOOR LIVING
PURPOSE AND NOT AS CARPORT, GARAGE, STORAGE ROOM OR HABITABLE ROOM.
). ENCLOSURE WALLS MAY HAVE ANY CONFIGURATION, PROVIDED THE OPEN AREA
OF THE LONGER WALLAND ONE ADDITIONAL WALL IS EQUAL TO AT LEAST SIXTY-
FIVE PERCENT OF THE AREA BELOW A MINIMUM OF 6'-8" OF EACH WALL,
MEASURED FROM THE FLOOR.
OPENINGS MAY BE ENCLOSED WITH INSECT SCREENING OR PLASTIC THAT IS
READILY REMOVABLE, TRANSLUCENT, OR TRANSPARENT PLASTIC NOT MORE THAN
1/8 INCH IN THICKNESS.
!. EMERGENCY EGRESS OR RESCUE WINDOWS FROM SLEEPING ROOMS MAY OPEN
INTO AN AREA OF AN UNENCLOSED PATIO COVER.
PATIO COVER MUST BE AT LEAST 5 FEET FROM PROPERTY LINES.
- 41'%4" KNEE BRACE
r 2-1/2' 0 x5' LONG LAG SCREWS
TT
E- 4'x POST
DETAIL "E"
PERSON RESPONSIBLE FOR DESIGN AND CONSTRUCTION OF PATIO COVER:
1-6 »U , 41 041 0 <-Z» -Fat Or- C CG I /4
PRINT NAME SIGRATURE DATE
rev: 07/19/2011 Page 2 of 2
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