HomeMy WebLinkAbout2727 ARGONAUTA ST; ; 83-37; PermitDECLARATIONS LENDER WORKERS COMPENSATION OWNEWBUILDER -1 CONTRACTOR II In
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Slgnalureof Applicant Dale
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. MISCELLANEOUS FEE RECEIPT
* PLAN CHECK FEE ! 3fi7410 .
VALUATION 64&7a I
DEMOLITION
HOUSE MOVING
PARKS AND RECREATION FEE
PUBLIC FACILITIES FEE
SCHOOL FEE - DISTRICT
Carlsbad
Enclnllas
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TOTAL FEE -
*WARNING: PLAN CHECK FEES. WHERE NO ACTION IS TAKEN BY THE APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED, FEE ARE FORFEITED TO THE CITY.
COMMENTS.
White I Applicant Yellow - File Plnk - (1) Finance (2) Data Process Gold - Assessor
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'tECEIVED INLtTRiIFPARTFIEN~IAl 1 NFORMATTON SHFFZ rEf) g 1983 lLluPDLDEpsmm DATE :
WILDING ADDRESS: 2727 ~~LIJWT~ CITY B"lldl~
A.P.N: - - C.T:
"&-"x _.._. _*. - .. . .. .. _" * x ?kkA&&.
ZONE : R- ,A/RECHOOL FEES: SAN DIEGUITO SAN MARCOS + /bqd CRJ
ENCINITAS CARLSBAD
.&ANN I NG DFFA
-UNITS REQ'D: PROVIDED: /n I -
% COVERAGE ALLOWED : PROVIDED : U'
PARKING SPACES REQ'D:
BUILDING HEIGHT REQ'D: PROVIDED:
FRONT SETBACK SIDE SETBACK REAR SETBACK
ALLOWED : ,/
PROVIDED: ic
INTRUSIONS: -ii v/ + -
PROVIDED:
-
RE-DEVELOPMENT APPRO'V'AL REQ'D: E3A
LANDSCAPE E IRRIGATION PLAN CObIiiIEhTS: pT
- ,
ENVIRONMENTAL PROTECTION 2EQ:
__. Io ctl& I
ADDITIONAL COMMENTS:
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 122
SAN DIEGO. CA 92123
(714) 660-1468
1.
2.
3.
4.
5.
.
I perSOMlly plan tepmvide the major labsr and mterials for construction of
the proposed property improvement (yes or no)
I' (have/have not) )@? sigd the application for a building permit.
I have contracted with the following person (finn) to provide the proposed construction.
Address
Phone
contractors License No.
City 1c
I plan to provide portions of the wrk, but I have hired the following person to coordinate, supervise and provide the mjor wrk.
Phone
Contractors License NO.
City
I will provide some of the mrk but I have contracted (hired) the following persons
to provide the work indicated:
Name Address Phone ~ype of Work
>OB NO- SD 30697
STRUCTURAL CALCULATIONS
DES1 GN P.SSUI.PT1 Oh's :
CONCRETE STRLNGTH AT Tk?ENTY El CHHT DAYS : zoo0 .PSI
LASONRY : GRADE N CONCRETE BLOCK F M = N/A
PlORTAR : TYPE S 1800 PS1
GROUT : 2000 PSI
FIINFORCING STEEL : A- 615 GWDE
STRUCTURAL STEEL : A
JI-SER : DOUCLAS FIX-LhRCH
JOISTS :: 2 IECEIVI
DES1 GN LOADS :
=OF DEAD LOAD
.
"l SHEET NO.
z,= &L
X6
(REMARKS I DESIGNED BY I CHECKED BY I DAT
r
r
2 2
"IP)
F-I SHEET NO.
RLfYARWC DESIGNED BY CHECKED BY
f& I+ 2- $-
DA
I. WObD BEAM UNIFORM LOAD
~~ ~ ~~
ALLOWAELE SHEAR STRESS, psi = 95
( i BEAM WIDTH. IN. = 1.5 . ~ - "~ MODULAS OF..ELASTICITY. Psi.-. -= lG00000 STRESS MODIFIER = 1.25
( MEMEER SPACING /LD.FT. = 1.33
~. . .. . ~ . ...
I BEAM IDENTIFICATION NO. - - 1
~ . ... .. ~ DEPTH FOR BENDING. IN.
DEPTH FOR SHEAR. IN
~~ . ~. ." .. . -~ ~~~ ~ ~ -~ ~~ ~ ~~~~~ ~~ ~.~ ~~ ~ - .. . - . . . . - I 7.59 - 3.14
DEPTH FOR DEFLECTION, IN.^"^" ~ ~~~
~ SECTION MODULUS REQUIRED. in3-SR =
- ~.~~~ ~.. 9.14" ~ ~~ ~
14.38
I MOMENT_OF~~I~NERTIA~~.~Jn4~IR 5~ .. 95.59 - ~
- -
" . . -. . .
( i AREA REQUIRED. in2-AR - - 4.70 i
&€AM IDENTIFICATION NO. - - UNIFORM^ DEAD~LOAD; #/FT. ~ UNIFORM LIVE LOAD. #/FT.
1 CHANGE TO 2 - /&ir e L./Z - - 11 . 00'' . CHANGE TO^ 12 1
16.00 CHANGE TO 176
22.00 CHANGE TO 5
~ ~~ -
LENGTH. FT.
ALLOWABLE SHEAR STRESS. psi - - 95.00 CHANGE TO BEAM WIDTH. IN.
MODULAS OF ELASTICITY, psi
- 1.50 CHANGE TO 3.5
= 1600000.00 CHANGE TO STRESS MODIFIER
MEMBER SPACING /LD,FT.
- 1.25 CHANGE TO
BEAM IDENTIFICATION NO. - - 2
- -
.- ALLOWAELE EENDING STRESS. psi '=.' 1450.00 CHANGE TO 1500" ~~~~ ~~ ~~~~~~~~~~~
i -
. ~ ~ .. . .
-
.r - - -. . .~ 1.33 CHANGE TO 1 ~. . ~. . ~ ~. ~.. . . , ~. -
DEPTH FOR BENDING, IN. - -
DEPTH FOR SHEAR, IN 3 .-19
DEPTH FOR DEFLECTION. IN.
- 2.39
SECTION MODULUS REQUIRED, in3-SR =
- 3.17
5.94 AREA REOUIRED. in2-AR MOMENT OF INERTIA, in4-IR 8.38 3.28
- -
- - - - -~ ~.
USE 7 4XG
.~
AGAIN Y OR N ? Y
BEAM IDENTIFICATION NO. - - 2 CHANGE TO
3 - RWR-
- 176.00 CHANGE TO. 154 - UNIFORM DEAD LOAD. #/FT.
UNIFORM LIVE LOAD, #/FT.
- - 121.00 CHANGE TO 121 ddeC MfiR
- 5.00 CHANGE TO 21 1
-
LENGTH. FT. -
I
~ ALLOWABLE P.ENDING STRESS. Psi = 1500.00 CHANGE TO 1350 ALLOWABLE SHEAR STRESS; psi^ ~" 95.00 CH~NGE TO ~ 85 ~ "~ ~ . .
EEAM WIDTH, IN.
MODULAS OF ELASTICITY, Psi
- -3.50 CHANGE TO 5.5
= 160OOO0.00 CHANGE TO
- 1.00 CHANGE TO
-
rSTRESS MODIFIER^ ~. ~ .~ . - 1.25 . CHANGE TO ~~ ~ -~ ~~ .. . ~ - -
~
MEMBER SPACING /LDtFT. -
'""BEAM IDENTIFICATION NO. ~~ ~~ - 3 ~~~ ~~ ~~ - ~ - . ~ - ~.
DEPTH FOR EENDING, IN. - - 10.84 - 6.77 - 10.95
j SECTION MODULUS NEC?UIREDr in3-SR = 107.80
37.26 - 601.67
DEPTH FOR SHEAR, IN - ~ ~
-
~ DEPTH FOR DEFLECTION. IN. -
---AREA REQUIRED, i112-AR ~"~ ~~ ~ - - -
MOMENT OF INERTIA, in4-IR -
~ CISE . ~ Gy12"- - ~ .~ -
j -
~ AGAIN"Y-OR N-? y~".. ~~ ~~
~~-.-EEAM IDENTIFICATION NO. ~ .- -~ - . -~ 3
UNIFORM DEAD LOAD, #/FT. - 121 .oo
~ UNIFORM LIVE LOAD. #/FT. - 154.00
LENGTH r FT; ~- ~ ALLOWAELE BENDING STRESSt Psi = 1350.00
21 .00
ALLOWABLE SHEAR STRESS. Psi - 85.00 BEAM WIDTH,~~IN. - "~ ~
MODULAS OF ELASTICITY. Psi = lGOOO00.00
- 5 ;50
! STRESS MODIFIER - < 1.25
."MEMBER SPACING-/LD.FT: ~ ~ - ::~l .oo .
- -
..~ ~ - ~~ - ~- ~ . -- -
-
- -
CHANGE TO
CHANGE TO
CHANGE TO
CHANGE TO
CHANGE TO
CHANGE TO
CHANGE TO
CHANGE TO
CHANGE TO
CHANGE TO
BEAM IDENTIFICATION NO. - 4 -
~.. .. ~ . ~~ ~ .. ~~~ ~
. DEPTH FOR BENDING. IN.
~~~~ -
! DEPTH FOR SHEAR. IN
- - - 5.90 - 3.50
SECTION MODULUS REQUIREDr in3-SR =
6.38
AREA REQUIRED, i 112-AR
20.28
MOMENT OF INERTIA, in4-IR
12.25 - "75.82
DEPTH FOR DEFLECTION. IN. - -
- -
. .. -
USE 4X 12
~. -
AGAIN 'I' OR N ? YY
'~ ~ -
"RUN S10
- MOdD EEAM UNIFORM LOAD
. .- . - .. , EEAM IDENTIFICATION NO. = 5 - f?\'ldLke &m mxr- f344*z . - -~ UNIFORM DEAD LOAD, #/FT. UNIFORM LIVE LOAD, #/FT.
= 176 = 224
( LENGTH. FT. = 15
1 ALLOWABLE SHEAR STRESS, psi = 85
I , EEAM WIDTH. IN. = 5.5 Ob@
-I ~~~ ~ MODULAS OF ELASTICITY. psi 9 .~ ~~~~ ~~ ~ = lG00000
= 1.25
. ALLOWAELE EENDING STRESS, psi =~ 1350 , q~o ~.. ~~~ ~ ~ ~ . ~ . 0
~~ ~
STRESS MODIFIER
( MEMEER SPACING /LDrFT. =1
~ ~~ ~.
EEAM IDENTIFICATION NO. - - 5
~~~ ~ ~ ~. ~. ~ . ~~~~~
DEPTH FOR BENDING, IN.
.- - - ~. . .. ~ ~ . .. .~
9.34
1. DEPTH FOR SHEAR, IN - - 6.90
I SECTION MODULUS REQUIRED. in3-SR = 80.00
.~.. MOMENT OF. INERTIA.-in4-IR ~. ~~ = ~- . 318.84 ~~~~ ". .- ."
~~
FOR DEFLECT.ION. IN. .- - - ~ .. ~~ 8.86 ~ ~~. . .- ..
i AREA REQUIRED, in2-AR - - 37.96
5 CtiANGE
. STRESS MODIFIER MEMEER SPACING /LD.FT. 1.25 CHANGE TO
1.00 CHANGE TO
i~ ~ ~ ~. - ~ ~~~ .~ . ~~ ~ ~.
i
..
- " - 9.43
40. SO
.. ~ ~ ~. -. '~
AGAIN Y OR N 7' Y
EEAM IDENTIFICATION NO. - - G CHANGE TO -fL$A. UNIFORM DEAD LOAD. #/FT. - GG.00 CHANGE TO
UNIFORM LIVE LOAD. #/FT. - - 96.00 CHANGE TO
LENGTH. FT. - - 10.00 CHANGE TO ALLOWAELE RENDING STRESS. psi = 1500.00 CHANGE TO ALLOWABLE SHEAR STRESS. psi - 95.00 CHANGE TO
,+/ rn, -
-
MODULAS OF ELASTICITY, psi = 1600000.00 CHANGE TO - 1.25 CHANGE TO - 1 .OO CHAN TO
-. ,I . ."
*!;TRESS MODIFIER
MEMBER'SPACING /LDrFT
BEAM ,IDENTIFICATION NO. - G
- -
i
I DEPTH FOR RENDING, IN. - \ DEPTH^ FOR^ SHEAR!- IN ~ ~ ~~
7.20 - G.OO
6.87
-
~~ ..
. -
~ ~ ~- ~~~~ ~ DEPTH FOR DEFLECTION. IN.
- - - .. . . ." ~
I SECTION NODULUS REQUIRED, in3-SR = 12.36
AREA .REQUIRED I i n2-AR ~. .... . . MOME MOMENT OF INERTIA. in4-IR
- - ... .. 8.00 -~ . ~ " ~~. - ~~ . . - .. .. ~ ~~ -
<: - - 40.50
UNIFORM DEAD LOAD. #/FT. UNIFORM LIVE LOAD, #/FT. GG. 00 - 96.00 - - -
-~ LENGT-H. ". . FI.: .... ___. ~.~~ ~~~ ~
~ ALLOWABLE BENDING STRESS. psi =
- 10.00~~ .
I ALLOWABLE SHEAR STRESS, psi 150O.00 - 95.00
-
I -
1 -~ REAM ... WIDTH. ~~ IN. -~1 ..5Q_~_ - -
MODULAS OF ELASTICITY. psi = 1600000.00
CHANGE
CHANGE CHANGE
CHANGE
CHANGE CHANGE -CHANGE CHANGE CHANGE CHANGE
BEAM IDENTIFICATION NO. - -
"_ ~~ ~ DEPTH FOR RENDTNG, IN. ~.
DEPTH FOR SHEAR, IN - .. DEPTH .. FOR DEFLECTION. IN.. .~~ - ~ ~~ ~ 7.80 . . ~.~ ~~
~ SECTION MODULUS REQUIRED, in3-SR = 14.60
I AREA REQUIRED. in2-Ap - - 8.00 i MOMENT ~OF..-INERTIA. i'n4-IR ~ ~~ ~ . .... -59.32 .. . ~ .. .~ ..
-
~~ .~ ~ .
- -
USE 2x12
2__ -RUN ~ 513 ..~ .. . . -
' SIMPLE SPAN REAM WITH VARIABLE LOADS ~~ ~ ..
BEAM IDENTIFICATION NO = @ - pm e b4rML"'
STRESS MODIFIER NO OF UNIFORM LOADS IN SPAN = 3
- 1.25
NO OF POINT LOADS IN SPAN = 3
-
.LENGTH OF SPAN. FT = 22 7 - ~~
UNIFORM LOADS. # PER FT
UNIFZLD D1ST:FT
18 11
120 19.5
18 22
POINT LOADS. #
POINTZLD D1ST:FT
930 7
96 11
~~
ALLOWAELE EENDING STRESS, PSI = 1500
*ALLOWABLE SHEAR STRESS, PSI = 95
EEAM W'IDTH, INCHES = 4-3.5
~~
REACTION @ LEFT SUPPORT, # = 1185.9
~ REACTION @ RIGHT SUPPORT. # = 1453.1
~ ~~ DIST FROM LEFT SUPPrMAX MOM, FT = 11.01 ~~
MAXIMUM MOMENT, FT # = 823s. 2 < DEPTH FOR BENDING. IN - - 9.51
~~~~~ DEPTH FOR SHEAR. IN ~~ ~~ 13-56 ~. . - -
I AREA REGUIREDr I NZ
SECTION MODULUS REQUIRED, IN^ =
REVISE ALLOWAELE~ STRESSES Y OR N Y
52.71 -
-1
- 22.94
~ ... ~ .~ ~~~ ..
ALLOWAELE EENDING STRESS. ?SI = 1350
ALLOWAELE SHEAR STRESS. PSI .= 85
BEAM WIDTH, INCHES = 5.5
/'
~
REACTION @ LEFT SUPPORT. # = 1185.9
REACTION @ RIGHT SUPPORT. # = 1453.1
-~ .. ~ .. . . .. . / ~- - .. - ~~
__DIST_FROM_LEFT_SUPP,MAX~MOM. ~F.T..g.-~ ~~ . 11.02-~~~ ~~~ .. __ ~.
~ MAXIMUM MOMENT. FT # = 8234.8
~ DEPTH FOR BENDING. IN - - 7.99 -/we ,,
'LDEPTH~FOR SHEAR,..IN =-- -~ 4.66 ~~~~~ ~ ~~~~ . .~~ ~~~
SECTION MODULUS REQUIRED. IN3 =
AREA REQUIRED, I N2 - 25.64
58.56 -
~~ ~~ ~ ~ . . ~
REVISE ALLOWAELE STRESSES Y OR N N
"~ . ~.
.
WOOD BEAM UNIFORM LOAD
~ BEAM IDENTIFICATION NO. = 8 - "YP -le, rf coor '~ UNIFORM DEAD LOAD, #/FT. = 11 UNIFORM LIVE LOAD, #/FT. = 40
~
~
~~~ .. ~ ~ . .
I
. (-~- ALLOWABLE BENDING STRESS. psi-=- 1450
LENGTH- FT. = 15
' ALLOWABLE SHEAR STRESS. psi = 95
MODULAS OF ELASTICITY, psi
= 1.5
= 1G00000
. .. ~~ . ~ ... ~~ .~. ~ ~~ . ' 1 EEAM WIDTH, IN. ..~. ~ ~ ~..
i STRESS MODIFIER =1 MEMBER SPACING /LD,FT. = 1.33
. ~ ~~ ..
I' BEAM IDENTIFICATION NO. - -
" ~~ .. .. ~~ . .. ~ .. 8
i. DEPTH FOR BENDING, IN. DEPTH FOR SHEAR. IN
- - 7.95
r-.-DEPTH FOR DEFLECTION,^ IN."-^^- "'
- 4.88
{ I SECTION MODULUS REQUIRED. in3-SR =
8.46 .~ "_ ~~.~~. ~ ."
! 15.79 i AREA REQUIRED. in2-AR - - 7.32 .-"MOMENT INERTIA, .in4-IR - ~" 75. 75 - . ~ "" __
- - -
-
USE 2x10 8 16" O.C.
~
AGAIN Y OR N 7 Y . ~ ~. .. ~ - " . ~.~ ~ . ~ . ~ ~ "" . ~ -. - ~- .- . . " ...~ .~ ~~ .. ~~. .. . - .,
BEAM IDENTIFICATION NO. - - 8 CHANGE TO 9 &a- Q
HO UNIFORM DEAD LOAD. #/FT. - ~ 11.00 CHANGE TO 135 ~~ pop;"''f"~~---
, ' UNIFORM LIVE LOAD. #/FT.
.. - - -
LENGTH r FT. 40.00 CHANGE TO 408
15.00 CHANGE TO 8.5
1450;00 CHANGE TO^- 1500.
- - 2 ..
ALLOWABLE-BENDING- STRESS,^ Ps~iC"" ALLOWABLE SHEAR STRESS. psi - 35.00 CHANGE TO
BEAM WIDTH, IN. - - 1.50 CHANGE TO 3.5
MODULAS OF ELASTICITY. psi = 1600000;00 CHANGE TO - - 1.00 CHANGE TO
MEMEER SPACING /LD,FT. - - 1.33 CHANGE TO 1
EEAM IDENTIFICATION NO.
-
. STRESS MODIFIER
~ . -~ -
~~~ ~ ~ ~ . ~. - ~ . ~ ~ .~ ~ ~ . ~ ~ . ~- - -~ .. ~ ~, ~~ ~~. - - - ./ 9
DEPTH FOR SHEAR, IN DEPTH FOR DEFLECTION. IN.
SECTION MODULUS RERUIREDr'in3-SR AREA REQUIREDZ in2-AR
MOMENT OF INERTIA. in4-IR
DEPTH FOR BENDINF: IN. ". ~~.
~ ~ ~ ~~ .~ .. .~
USE 4k12
~~ ~~
AGAIN Y OR N ? Y
BEAM IDENTIFICATION NO. - - 9 CHANGE TO 10 &'m
UNIFORM DEAD LOAD. #/FT. - 135.00 CHANGE TO
UNIFORM LIVE LOAD, #/FT. LENGTH, FT.
- 408.00 CHANGE TO
ALLOWABLE BENDING STRESS. psi =
- 8.50 CHANGE TO 4
1500.00 CHANGE TO
- 2 Fp - -
^I I ^,.^". - -..-~- """ " .. ~
EtHI'I WlUlHr IN. -
MODULAS OF ELASTICITY. psi
- 3.50 CHANGE TO
STRESS. MODIFIER
= 1600000.00 CHANGE TO - 1.00 CHANr - TO
M6NBER SPACING /LD.FT. - 1 .OO CHANL.- TO
BEAM IDENTIFICATION NO. 10 ~ ~~ '
- -
i - - ~
! DEPTH FOR BENDING. IN. - - 3.86 I
4. ll . ~ ~~. ~ ~~~~ . ~ i
DEPTH FOR DEFLECTION. IN.
SECTION MODULUS REQUIRED. in3-SR =
- 3.36
8.69
- 11.02
DEPTH FOR SHEAR, IN ~- ~ ~ ~~
- .. "_ -
f -
r--- aREA REQUIRED, in2-AR
~ MOMENT OF INERTIA. in4-IR
. ~~ ~ . - ~~ . 39 ~~~ ~ . ~~ ~~ ~~~~~~ ~ ~ ~ ~ ~~ ~ __ -
(i -
-1 , ,JSE 4x8Q ~ ~- ~.. ". . ~. ~ . ". . .. . ~ ~~ ."
, . AGAIN '1' OR N 7 Y
i!
'"BEAM IDENTIFICATION NO. "." ~ ~ ~ - ". . . - 10~~- CHANGE TO" 11 ~- &i;F &ff"
UNIFORM DEAD LOAD. #/FT. - 135.00 CHANGE TO 232 .- i -
'' ~ ALLOWABLE SHEAR STRESS. PSI
! ALLOWABLE EENDING STRESS. psi = 1500.00 CHANGE TO - 95.00 CHANGE TO -
DEPTH FOR BENDING, IN. - 3.14
DEPTH FOR SHEAR. IN
'~ ~ DEPTH^ FOR DEFLECTION. IN.' - ' . .
2.82
SECTION MODULUS RERUIRED, in3-SR =
- ~2.47
5.76
AREA REQUIRED. in2-AR - 9.88 .~ ~ MOMENT OF^ INERTIA; in4-IR~ -. ~- 4.39"
- - - - ~.~ "_
-
i
USE 4x6 OR 2-2x10 -
AGAIN Y OR N ? Y
~ ~. ~~
,
" - UNIFORM DEAD LOAD. #/FT.
UNIFORM LIVE LOAD. #/FT. - 128.00 CHANGE TO 440
ALLOWABLE BEN DING^ STRESS, psi ' = 1500.00 CHANGE TO ALLOWABLE SHEAR STRESS, psi - 35.00 CHANGE TO
MODULAS OF ELASTICITY,. psi
- 3.50 CHANGE TO
= lGOb000 .00 CHANGE TO
1.00 CHANGE TO - 1.00 CHANGE TO
BEAM 1DENTIFICAT.ION~ NO. . - - ,~ 11~ CHANGE ..TO 12 -, ~- - - 232.00 CHANGE TO 220 c bod,-
~ ~. - 4.00 CHANGE TO^ 5.5 FO LIEU
-
~ LENGTH, FT. . - .~ ~ ~ ~ ~~
-
~ EEA?l WIDTH, IN. ...
STRESS MODIFIER
MEMEER SPACING /LD,FT.
BEAM IDENTIFICATION NO. - 12
-
- - -
~ ~~.
-
DEPTH FOR EENDING. IN. - - 5.85
DEPTH FOR SHEAR, IN
DEPTH FOR DEFLECTION, IN.
- 6.74
SECTION NODULUS REQUIRED. in3-SR =
- 4.73
AREA REQUIRED, in2-AR 19.96
NOMENT OF INERTIA. in4-IR
23.58 - 30.88
- -
- - -
USE 4x8
'AGAIN Y OR N ? Y
I - "
~ ~~
! EEAM IDENTIFICATION NO.
' ~. UNIFORM DEAD LOADr~ #/FT.
12 - .. 220.00
UNIFORM LIVE LOAD, #/FT.
( LENGTH, FT. - - 5.50 440.00
PLLOWAELE~~EENDING STRESS. psi = 1500.00 ALLOWAELE SHEAR STRESS. psi 95.00 - 3.50
~ ~ ..~ = 1600000.00
.MEMBER SPACING /LD,FT. - - 1 .00 1.90
- - - - -
( ~ EEAM WIDTH, IN.
- - -
- ~ MODULAS OF ELASTICITY. PS~
STRESS MODIFIER - -
CHANGE TO 13 bd-L\lo,d
CHANGE TO 22 . ..
CHANGE TO 11
CHANGE TO 60
CHANGE TO 1450 ~~~ ~~~~~ ..
CHANGE TO
CHANGE TO 1.5 CHANGE TO ... ~ ~~ ~~ CHANGE TO CHANGE TO 1.33
EEAM IDENTIFICATION NO. - - 13
, " - DEPTH FOR .BENDING, IN. - 7.39 -
DEPTH FOR SHEAR. IN
DEPTH FOR DEFLECTION, IN.
SECTION MODULUS REQUIRED.~ in3-SR =...-
~ AREA REQUIRED. in2-AR ~~~ ~ 13.65 ~~ ~~
~ MOMENT OF INERTIA. in4-IR
- - ~~~ ~ ~~
5.61 - - 7.10.
- 8.41 - 44.81
- -
- ~ " .. . .. - . .. . - .~ - ~" " ~ ~ ~~ ~ - ~ .... ~ ""
USE
- ~~~ ~ .~. ~ .. ~ ~~ - ~. - - ~~ .
UNIFORM DEAD LOAD, #/FT. BEAM IDENTIFICATION NO. 13 CHANGE TO
UNIFORM LIVE LOAD, #/FT. ~
22.00 CHANGE TO
LENGTH. FT.
- 60.00 CHANGE TO - 11.00 CHANGE TO
- - - - ~~
i ALLOWAELE BENDING STRESS. psi = 1450.00 CHANGE TO 1500
L~ALLOWABLE SHEAKSTRESS, p.si .. =
EEAM WIDTH. IN. MODULAS OF ELASTICITY. psi = 1600000.00 CHANGE TO STRESS HOD IF I ER .~ . . - - - ~ . . 1 .OO CHANGE TO ~~~ ~ - 1.33 CHANGE TO 1.33
-. 95.00- CHANGE^ TO ~ -. . . .~ ~~ ~~ ~. ~~ - - 1.50 CHANGE TO 3.5
. MEMEER SPACING /LD,FT. - ~ ~~.~
L._EEAM IDENTIFICATION NO. ~~ - - ~. . ..I3 ..
DEPTH FOR BENDING, IN. -
DEPTH^ FOR SHEAR.. IN .. ~ .~. . ~ ~- .~~
' 4.'76
DEPTH FOR DEFLECT.ION. IN.
~ 2-51 . . . . -
- - - - 4 1c ~~ ~ . _. . SECTION MODULUS REQUIRED. in3-SR = AREA REQUIRED, in2-AR MOMENT OF INERTIA, in4-IR
.4 . d" 13.20 - ~ ~ 8.79 - 44.81 ~- - -
- ~~ USE 4x8 @ 16" O.C.
AGAIN Y OR N ? Y
EEAM IDENTIFICATION NO. - - 13 CHANGE TO
IJNIFORM DEAD LOAD, #/FT.
LEPGTH, FT. ALLOWAELE EENDING STRESS, psi =
f ~ ALLOWAELE SHEAR STRESS, psi ~ - 1500.00 CHANGE TO
EEAM WIDTH, IN. 95.00 CHANGE- TO
~ MODULAS OF ELASTICITY, Psi = lG00000.00 CHANGE TO
3.50 CHANGE TO
- 1.00 CHANGE TO
- - 22 .00 CHANGE TO 440 %!r e bodc
"UNIFORM LIVE LOAD. #/F - - GO. 00 CHANC TO 473 To &,w - - 11 .00 CHCINGL TO 3.5 CY
- .~ . ~ "~ - -
"STRESS MODIFIER " - ~~-~ ". - .~.~
I MEMEER SPACING /LD,FT. - - . 1.33 CHANGE TO 1
SIMPLE SPAN EEAM WITH VARIABLE LOADS
EEAM IDENTIFICATION NO = 115
." . - ~ ~ ~ ~ " .. .~ ~~ .. . . ~~ ~ ~. . . .~.~
i LENGTH OF SPAN. FT = 11
,!-&I wr f+i boo,- w 66
"STRESS. MODIFIER ~ ~ NO OF UNIFORM LOADS IN SPAN = 1
NO OF POINT LOADS IN SPAN = 2
UNIFORM LOADS. # PER FT
~. 1.25~~~~~~ . .. ~ -
. ~~. - ~ ~ ~~ ~ . . " ~ "" ~ ~~~~ .- ~~
J " .~~ UNIF.LD .DIST.FT- - ~~ "" .
383 11
" ". . -.. ~~~ ~ ~ ""
'. POINT LOADS. #
~~~~~POINT:LD D1ST:FT . .~ - ~~~ ~~
2250 1
ALLOWABLE BENDING STRESS. PSI = 1500
ALLOUAELE SHEAR STRESS, PSI = 95
' . EEAM WIDTH, INCHES ~~~ = 3.5 -
""250 5. ...~ ~~ ~. .. . ~ ~ . .. L . - -
SIMPLE SPAN EEAM WITH VARIABLE LOADS
BEAM IDENTIFICATION NO = 15
LENGTH OF SPAN. FT = 11
STRESS MODIFIER - - 1.25
NO OF UNIFORM LOADS IN SPAN = 1 NO OF POINT LOADS IN SPAN = 2
~. . ..
,... "".. , "" ,. "^ "
.UNIF:LD D1ST:FT
383 11
POINT LOADS, #
PO1NT:LD DISTZFT
2250 1
ALLOWAELE BENDING STRESS, PSI-.= 1500
2250 6.5
~~ . ~. . ~~
~ ALLOWAELE SHEAR STRESS. PSI = 95
.. ~ BEAM WIDTH, INCHES
. ~~ ~~ ~ ~
= 3.5
-RUN S13 . .~
SIMPLE SPAN EEAM WITH VARIARLE LOADS
~
BEAM IDENTIFICATION NO = 15 LENGTH OF SPAN. FT = 11
STRESS MODIFIER" ~ - ~=- " 1.2s ~~~
NO OF UNIFORM LOADS IN SPAN = 2
NO OF POINT LOADS IN SPAN = 2
UNIFORM LOADS, # PER FT
. .. ~-
~~ ~~ ~~~ .~~ .. . ~ ~~
. . . . . . . .
~383 1-1 ~
383 5.5
-. . -. ~ SIMPLE SPAN BEAM WITH VARIAELE LOADS- ~ ~ ~
BEAM IDENTIFICATION NO
STRESS MODIFIER - 1.25
NO OF UNIFORM LOADS IN SPAN = 2
.,
11 ' "LENGTH .OF SPAN. FT' -= " "
~" . . " .. ~ -
~~ NO OF POINT LOADS IN SPAN = 2 ~- ~ ~~~ ~ ~
UNIFORM LOADS. # PER FT
UNIFZLD D1ST:FT
~" . . .~ ~ ~~
383 5.5 ~
383 11
POINT LOADS, #
P0INT:LD DISTZFT
2250 1
2250 6.5
,%a I ",". - -- ..".._ """ "_
.. . '\
MLLUWHULC 3tlCHIi > I lik>b I t'51
BEAM WIDTH, INCHES = 95 = 3.5
REACTION i? LEFT SUPPORT, # =
i ~ REACTION e RIGHT SUPPORT. # = 5072.4
3640. 6 i DIST FROM LEFT SUPP.MAX MOM. FT = I MAXIMUM MOMENT, FT # = 12485 '-~ DEPTH FOR BENDING, IN^-^--- ' =
~~ .
2 6.51
" 11.70 ~ ~~ ~
~ ~
i DEPTH FOR SHEAR. IN SECTION MODULUS REQUIRED. IN3 =
- 16.96 -
.~~ AREA REQUIRED. ~ IN2 ~~~ ~- ~~ - 59.35~.~~"~-~ 79.91 - ! "" .. ~~ ". ~ ~~ ~"
I
.I ' REVISE ALLOWABLE STRESSES Y OR N Y \
I-- .ALLOWABLE BENDING STRESS, PSI ~=~ 1350
f ALLOWABLE SHEAR STRESS, PSI ,= 85 EEAM WIDTH, INCHES '= 5.5
.~ ~ -~ ~ ~. . ~~~
I REACTION @ LEFT SUPPORT. !# = 5072.4
3640.6
DSST FROM LEFT SUPP,MAX MOM. FT = MAXIMUM MOMENT. FT # = ( 6.52
12466.4 DEPTH^ FOR BENDING;~~~IN "" ~~~~~~ - ~ . ~ ~ ..
1 DEPTH FOR SHEAR. IN -
~ SECTION MODULUS REQUIRED. IN3 = - 12.21 - - 3.83
88.65
REACTION @ LEFT SUPPORT. # = 5072.4
~~ ~ REACTION I3 RIGHT SUPPORT, # = ~ ~
~ DIST FROM LEFT SUPP.MAX MOM, FT =',
3640.6 ~ ~ . ~
' MAXIMUM MOMENT. FT # =
.. -
6.53'
DEPTH FOR.~BENDING ~~~ IN ..=- -_ 83 . ~. ~" ~~~ ~ ~ .~ ~
DEPTH FOR SHEAR. IN SECTION MODULUS REQUIRED, IN3 = 88.51
12447i. 2
- - 12.22 'F- /.#7 &X14
:- AREA REWIRED, I N2 '- ~ ~- ~~ ~
I REVISE ALLOWABLE STRESSES Y OR N N
~~ ~~~ 67. ~ -~ . .. . . ~ .~ - - "
~" ~- ~ ~.~ ~~ . ~~~ ~~ ." ~. ~ .~ ~ .. .~ ~
BEAM WITH VARIABLE LOADS
BEAM IDENTIFICATION NO = 15 LENGTH OF SPAN. FT = 11
. . ~ ~~ ~ .. .~ ~ ~~
STRESS MODIFIER ~.
NO OF UNIFORM LOADS IN SPAN = 2 NO OF POINT LOADS IN SPAN = 2
~~ - 1
'. ~" .~ . . .. . . .~ ~
UNIFORM LOADS. # PER FT
.~
"" ..
~UN1F:LD D1ST:FT
383 5.5
383 11
POINT LOADS. #
P0INT:LD DISTZFT
.I.* .
SIhPLE SPAN BEAM WITH VARIABLE LOADS
I- ~~EAM IDENTIFICATION NO = iG - b& jcr-35 ~p~~,~,~; AdJKa,jl i-> %dr
~ LENGTH OF SPAN. FT = li
~ STRESS MODIFIER^ - -
NO OF UNIFORM LOADS IN SPAN = 3
1 ~ ~. . __~ . ..
( NO OF POINT LOADS IN SPAN = 0
t 233 5.5
~~ 230 8
1
320 12
#- PER FT
~ POINT LOADS..# ~~ ~ ~. ~-
( POINTELD DISTZFT
I 00
-~ ~ . . ~" -~ ~~ ~~~ ~ ~
(1 ALLOWABLE BENDING STRESS, PSI = 1350 :--_~ALLOWhELE. SHEAR^ STRESS,.PSI-~~-= ~ 85 . . - ~.
REAM WIDTH. INCHES = 5.5
-RUN S13
"_ ..
-~ ~ ~- ~ ~~~~ ~
SIMPLE SPAN EEAM WITH VARIAELE LOADS
" EEhM IDENTIFICATION NO = 16 ~- .
~ .. ~ . .. ..
LENGTH OF SPAN. FT = 12
~~
( ~ STRESS MODIFIER - - 1 .>.
L_~NO~.OF- UNIFORM LOADS^ IN SPAN ... ~ ~~ ~~
"
NO OF POINT LOADS IN SPAN = 1
~.
(
~ ..UNIFORM LOADS, # PER FT ~ . ~ . .~
UN1F:LD D1ST:FT
.. - 21-93 5.5
320 12
230 8
. .. "
~~ ~ .-. . . ~ .
'~, .ALLOWAELE BENDING STRESS, PSI = 1350
,~ ALLOWABLE SHEAR STRESS. PSI = 85 BEAM WIDTH, INCHES = 5.5
REACTION @ LEF.T SUPPORT, # ~= 1707.1
REACTION @ RIGHT SUPPORT. # = 1759.4 DIST FROM LEFT SUPP.MAX MOM. FT = 5.92
MAXIMUM MOMENT, FT # = DEPTH FOR RENDING, IN DEPTH FOR SHEAR, IN - 5.65
SECTION MODULUS REDUIRFD. TN? = an ~ 7a
- 4977.3 - 6.95 -
. -. .- ..& . %."
REVISE ALLOWAELE STRESSFS Y OR N Y
ALLOWA~LE RENDING STRE , PSI = 1500
AiLOWABLE SHEAR STRESS. PSI = 95
.. BEAM WIDTH, INCHES ~~ = 3.5
I-pREACTION @ LEFT. SUPPORTr~# ~~ =--~ .... ~ ~ 1707.1"
REACTION L? RIGHT SUPPORT, # = 1759.4 ."
~ . . . ~ ~.~~~ - .
SIMPLE SPAN BEAM WITH WARIAELE LOADS
:' I STRESS MODIFIER - -
' L.- NO OF UNIFORM ~ LOADS ~~ ~~~ . IN . SPAN ~~ = 2 ... ~ ~~ ~~~ "" "L
NO OF POINT LOADS IN SPAN = 2
1569 5.5
3012 8.75 .~- ALLOWAELE EENDING-~STRESS. PSI = 1350 ~ ~ ..
ALLOWABLE SHEAR STRESS. PSI = 85
~. BEAM WIDTH. INCHES ~~ ~~ . = . 5.5
,
~~ REACTION-~C~ LEFT SUPPORT,, # = . .~ -41 03.0 . ~ ~~ ,. . ~~ .-
REACTION @ RIGHT SUPPORT. .# = 5922.0
DIST FROM LEFT SUPP.MAX MOM, FT = 5.97
DEPTH FOR BENDING, IN
DEPTH FOR SHEAR, IN - 19.00
SECTION~MODULUS REQUIRED. IN3 = 145.95 ~
AREA REQUIRED. IN2 - io4.51 '\
~~ ~ ~~ MAXIMUM MOMENT.. .FT..~# = 16332.3 - ~~ - . .. ... . ~. ~ ~ ~~~~ ~
- 12.62
-
REVISE ALLOWAELE STRESSES Y OR N Y
ALLOWAELE BENDING STRESS. PSI = 2200
ALLOWABLE SHEAR STRESS. PSI = 165 BEAM WIDTH, INCHES = 5.125
REACTION @ LEFT SUPPORT, # = 4103.0
REACTION @ RIGHT SUPPORT, # = 5922.0
DIST FROM LEFT SUPP.MAX MOM, FT = 5.98
MAXIMUM MOMENT. FT # = 16332.2
DEPTH FOR SHEAR. IN - - 10.50 - ~US'$F 12"24<
SECTION MODULUS REQUIRFr), IN3 = 89 * 08
AREA REWIRED. I NZ - - 53.84
REVISE ALLOWAELE STRESSES Y OR N N
SIMPLE SPAN EEAM WITH VARIABLE LOADS .. ~ ~.. ~ .. . . ~ ~ -
BEAM IDENTIFICATION NO = 18 FLGJh nt". 1;. C;rru;+l
LENGTH OF SPAN, FT = 10.5 . STRESS MODIFIER -
NO OF UNIFORM LOADS IN SPAN = 2
1
NO OF-POINT LOCIDS IN SPAN = 1
-
UNIFORM LOADS. # PER Fl
UNIFZLD DISTZFT
208 5 .25.~ ~ . .. ~ . .
208 10.5
POINT-LOADS, ..# .- ~ ... ~~ . ~ -~ ~ ~. .
POINTZLD DIST:FT
" ~ "" - ~ ~ ..~ . - - _" ~" " ~-
678 5.25 ALLOWAELE EENDING STRESS. PSI = 1500
ALLOWABLE SHEAR STRESS. .PSI- = . 95 ~. ~ ~. ~
EEAM WIDTH. INCHES
~. ~ .
= 3.5
. ~ .. .. ~~ ~ ~~ ~~ . ~ .. . ~ .~ .. ~
REACTION @ LEFT SUPPORT, # = 1431 .O IREACTION @ RIGHT SUPPORT. # = 1431 .O
MAXIMUM MOMENT. FT # = 4338.4 DEPTH FOR BENDING, IN z- - 7.71
DEPTH-. FOR SHEAR.r.~.~.IN~-~ . ~~ ~ SECTION MODULUS REQUIRED:IN3 =
AREA REQUIRED, I NZ
DIST FROM LEFT SUPPIMAX MOM, FT = 5.99
- -= - .~... 6.46 - ,&LC?-' &v /i7ri-!r~ ~~~ ... " 34.71 - - 22.59
. . . ~ -~ ~ . ~ REWISE ALLOWABLE STRESSES Y OR N N
~~ ~~~
~ ~ ~~ . ~~~ - . . SIMPLE SPAN EEAM WITH WRIAELE LOADS
EEAM -IDENTIFICATION NO ~~= 30 -
LENGTH OF SPAN, FT = 9
STRESS MODIFIER 1
I' G;r,m .+S~ hlr - ~~ ~~ . . -~ ~ ~~
- -
NO OF~UNIFORM LOADS IN SPAN = 2 ~~
NO OF POINT LOADS IN SPAN = 1
UNIFORM LOADS..# PER FT
UNIFZLD DISTZFT
679 4.5
679 3
POINT LOADS. #
POINTZLD DISTZFT
ALLOWABLE EENDING STRESS, PSI = 1350
1134 4.5
..~ ~ ~~~
.~ ~
~~
." " BEAM WIDTH, INCHES = 5.5
REACTION LEFT SUPPORT, # =
REACTION @ RIGHT SUPPORT, # =
3622.5
3622.5
MAXIMUM MOMENT, FT # = I DIST FROM LEFT SUPP.MAX MOM. FT = 6.00
~ ~.. ~ .~ . -
' DEPTH F-OR EENDINGr~~-IN ~ ~~~
7812.0 - I.. -. DEPTH FOR SHEAR, IN - 11 .62 - ~ . . ~~ .. - -
pQ
8. 70 ... .- . . 6fi /4 SECTION NODULUS REQUIRED. IN3 = 69-44
AREA REQUIRED, .. ~~ IN2 - ~. ~ 63.93 . ~ . ~ . . . , -
~~
REVISE ALLOWAP.LE STRESSES Y OR N N
I
. .. .. .
. ~ ~ ~~~~~ . . - 1922 2.75
~ 1800 7.75
!. ALLOWAELE_EENDING STRESS. ~ PSI =.. 1450 . ~ .. .. .. . . . . . ." ~
~ . ." . . . . .~ ~ . .~
ALLOWAELE SHEAR STRESS, PSI^ 95 EEAM WIDTH. INCHES = 3.5
REACTION 13 LEFT SUPPORT. # = 2636.0
REACTION I! RIGHT SUPPORT. # = ~~~ ~~ ~ 2434.0 ~ .~
MAXIMUM MOMENT, FT # = 7080.4
DEPTH FOR SHEAR; IN SECTION MODULUS REQUIRED, IN3 = AREA REQUIRED, I NZ - 38.43
* DIST FROM LEFT SUPP,MAX MOM, FT = 6.46 ,
.. DEPTH FOR BENDING. IN - .. .. 8.9G - - - 10.98 - /lW%-ir~o
46.88 -
REVISE ALLOWAELE STRESSES Y OR N
-LOG
01/08/82 13:29:40
. .~.. '\
CON: cpu: 20 UNITS
.SO HOURS
SIMPLE SPAN BEAM WITH VARIABLE LOADS
! j EEAM IDENTIFICATION NO = 2'E- &dr I LENGTH OF SPAN, FT = 9
'-. STRESS MODIFIER '.~~ ~1 ~ ~~ ~ ~~
- - ~ __ .~ - ~. ~
I NO OF UNIFORM LOADS IN SPAN-= 2
NO OF POINT LOADS IN SPAN = 1
UNIFORM LOADS. # PER FT
1.
.. ..~ .. . - . .~ ~ ~~. ~~ . . ~ . . ~ ~ ~
(i .i
r.-3128.,2~..~~ ~ ~- - . .
I ALLOWABLE BENDING STRESS. PSI = 1350
~ ALLOWABLE SHEAR STRESS, PSI = 85 I
- REACTION @ LEFT SUPPORT-r~ # ~ = 5760.6
I REACTION e RIGHT SUPPORT, # = 4178.4
~ . ~ ~~~ . .-
i DIST FROM LEFT SUPP.MAX MOM, FT = 3.64 I MAXIMUM MOMENT. FT # . = -. ~ ~ 11206.0~ DEPTH FOR BENDING, IN - 10.42 -
.~ ~ . .. . ~.
~~
DEPTH FOR SKEAR. IN - 16.59 -
: SECTION MODULUS REQUIRED, IN3 =
~ AREA REQUIRED. I N2 1
99.61 ~ ". ~
~. ~~
- - 91.25
J- "LREVISE ALLOWABLE STRESSES OR ~,,~ . ~~
ALLOWABLE BENDING STRESS. PSI = 2200
BEAM WIDTH:-INCHES~
ALLOWABLE SHEAR STRESS. PSI = 165 ~= 5.125 ' - , . ~ ~~ .~~ ~
_-.~ REACTION e LEFT SUPPORT. # 7
REACTION @ RIGHT SUPPORT. # =
5760. 6
4178.4
DIST FROM LEFT SUPP.MAX MOM. FT = 3.65
DEPTH FOR BENDING. IN - 8.46
DEPTH FOR SHEAR. IN
SECTION MODULUS REQUIRED. IN3 =
AREA REQUIREDr I N2
~.
~~. MAXIMUM MOMENT. FT # = 11205.9 - - - - 9.37
61.12 - - 48.02
- REVISE ALLOWABLE STRESSES Y OR N Y ALLOWABLE BENDING STRESS. PSI = 1350
ALLOWABLE SHEAR STRESS. PSI = 85
BEAM WIDTH. INCHES = 7.5
REACTION @ LEFT SUPPORT. # = REACTION @ RIGHT SUPPORT, # = 5760. 6
DIST FROM LEFT SUPP.MAX MOM. FT =
MAXIMUM MOMENT. FT # = 11205.8
DEPTH FOR BENDING. IN
DEPTH FOR SHEAR, IN
- 8.93
4178.4
3.66
- - - 12.37 --IcLco 8d - """.. .~"... ..- "_ " - -
I NL rrncn 17CC1uIITCUr - -
'REVISE'ALLOWAELE STRF YES Y OR N N
YZ. 74
SIMPLE SPAN BEAM WITH VARIABLE LOADS
BEAM IDENTIFICATION NO 23 -Ck&Lp/- &Lk
LENGTH OF SPAN. ~ FT 22 ~ .. .~ ~
STRESS MODIFIER - - 1
NO OF POINT LOADS IN SPAN = 4
NO OF UNIFORM LOADS IN SPAN = 3
UNIFORM LOADS. # PER FT
UNIF:LD D1ST:FT
463 12
561 18
293 22
POINT LOADS. #
. . . . ~ ~~~
.. ~~
. . ~ ~ ~~~~~ . ~ .~ ~~~ ~ ." -
... ..
6447.5
"- REACTION @ RIGHT SUPPORT, # = REACTION @ LEFT SUPPORT. # = 7645*5 ~ ~ ~ ~ .. ~~ ~ ~~ ~ - ~.
DIST FROM LEFT SUPP,MAX MOM. FT = 12.01
MAXIMUM MOMENT. FT # = 41924.1 2
DEPTH FOR SHEAR. IN -. 13.36
SECTION MODULUS REQUIRED. IN3 =
-~ DEPTH-FOR ~ IN^.... -~ 16.6 5 ..-~~l/*~f~~~.2.1-F;~~ ~-. ~.-- -
'- AREA REQUIRED, . IN2 -
236.69 . . ~ . - - ~~ - ~~ ~ 69. 50 '
~
REVISE ALLOWAELE ST'RESSES Y OR N Y ; ~ ALLOWAELE SENDING STRESS. PSI = 2200
ALLOWAELE SHEAR STRESS. PSI = 165
EEAM WIDTH. INCHES = 6.75 -- " ~ -~ ~ ~
REACTION @ LEFT SUPPORTr # = 6447.5
7645.5 REACTION @ RIGHT SUPPORT,'^# =
DIST FROM LEFT SUPP,MAX MOM, FT =
MAXIMUM MOMENT. FT # =
DEPTH FOR BENDING, IN ,.
DEPTH FOR SHEAR, IN - - 10.30 -
SECTION MODULUS REQUIRED; IN3 =
AREA REQUIRED,
233.04
IN2 - - 69.50
~~ . ~~ ~~ .
12-02
41813.6 - - 14.39 " or 63/4F/J- ?dF
REVISE ALLOWABLE STRESSES Y OR N -LOG ~ ..~
01/09/82 16:52:1G
CPU :
CON:
14 UNITS
.27 HOURS
,
2.27
2.
REMARKS DESIGNED BY CHECKED BY DATE SHEET NO.
,
REMARSS CHECKED BY DESIGNED BY 2-/(-;
DA' r
F
:0~9y, J - JOB NO.
DESIGNED BY CHECKED BY DATE
I
I
J ',
,
I SIGNATURE PROJECT JOB NO.
36'? 7 I
REMARKS DESIGNED BY CHECKED BY
2-/0.
DAT
I SIGNANRE PROJECT JOB NO.
306 F 7 I
I
I
DESIGNED BY CHECKED BY DATE
SIGNATURE PROJECT JOB NO. 30697 I
CLC am 6 I
DESIGNED BY CHECKED BY
I
Rwff DATE SHECl NO.
I
RLMARKS DESIGNED BY CHECKED BY DAT,
Zlf-4
,' L
7 86
REMARKS DESIGNED BY
kwh
CHECKED BY
2-14
BAT
REMARKS DESIGNED BY CHECKED BY SHEET NO. DATE z*/u e 2
SIGNATURE PROJECT JOB NO.
I
DESIGNED BY CHECKED BY DATE SHEET NO.
"
f.
SIMPLE SPAN EEAM WITH VARIABLE LOADS
EEAM IDENTIFICATION NO = 30
LENGTH OF SPAN, FT = 10
STRESS MODIFIER
NO OF UNIFORM LOADS IN SPAN = 3
- 1.33
NO OF POINT LOADS IN SPAN = 2
UNIFORM LOADS, # PER FT
UNIFZLD DISTZFT
68 4
109 8.5
270 10
POINT LOADS, #
-
..
POINTZLD DISTZFT
66 8.5
10243 4
ALLOWAP.LE EENDING STRESS. PSI -~=. 1350~
ALLOWAELE SHEAR STRESS. PSI = 85
BEAM WIDTH, INCHES
~ ~. ~ ~ ~~~ - .~ ~. ~ ~~.
~~ . ~ . ~~ ..~ ~ ." ~. ~ ~ ~~
~ .~ = 5.5
REACTION @ LEFT SUPPORT- # = 6587. 6
REACTION @ RIGHT SUPPORT. # =
DIST FROM LEFT SUPPrMAX MOM, FT =
4888.9
MASIMUM MOMENT. FT #
FOR BENDING, IN - 13.81
4.01
25767.2 -
DEPTH FOR SHEAR- IN . - 1'5.70 -
' SECTION MODULUS REQUIRED, IN3 = 174.77
RREA REQUIREDi IN2 ~'. - 86.37
REVISE ALLOWAELE STRESSES Y OR N Y
* ALLOWAELE BENDING STRESS, PSI = 2200
EEAM WIDTH, INCHES = 6.75
-
ALLOWABLE SHEAR STRESS. PSI = 165
REACTION @ LEFT SUPPORT. # = 6587. G
REACTION @ RIGHT SUPPORT. # = 4988.9 DIST FROM LEFT SUPP,MAX MOM. FT = 4.02
MAXIMUM MOHENT, FT # = 25727.9
DEPTH FOR BENDING. IN
DEPTH FOR SHEAR. IN - 6.62
SECTION MODULUS REQUIRED. IN3 = 105.51
,
- ~. ~ ~~~~ - 9.68 -
~~ AREA REQUIRED. I N2 - 44.65 -
\\
REVISE ALLOWAELE STRESSES Y OR N Y
ALLOWAELE EENDING STRESS. PSI = 1350
ALLOWABLE SHEAR STRESS, PSI = 85
EEAM WIDTH. INCHES = 7.5
REACTION @ LEFT SUPPORT, # = 6587. 6
REACTION @ RIGHT SUPPORT, # = 4888.9
DIST FROM LEFT SUPPrMAX MOM. FT 2 4.03
MAXIMUM MOMENT. FT # =
DEPTH FOR BENDING, IN
25688. G - 11.72 -
". ... , -,, _,IICIII,. . -
&SECTION MODULUS RE~IRED, IN^ = 1 1. a4 - AREA REQUIRED,
171 .G9
I N2 - - 86.53
REVISE ALLOWAELE STRESSES Y OR N -
~~
LOG
02/11/82 15:56:44 cpu:
CON: .OG HOURS 5 UNITS
,
Citp of CarIe'bab
JURISDICTION: DATE 2/!?b3
PROJECT ADDRESS: 2v&/t1m
To: H/PL/CHNT
0 APPLICANT COPY
m&Y COPY
0 PLAN CHECKER COPY
I
Submit fully dimensioned plot plan drawn to scale showing location size. and use
I
Submit fully dimensioned plot plan drawn to scale showing location size. and use of all existing and proposed structures
On the lot. Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopes and approximate finish floor elevations for a11 stru~ture4 and show elevations at all Corners. Sec, 3021bi7.
of all existing-and proposed structures
On the lot. Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopes and approximate finish floor elevations for a11 stru~ture4 and show elevations at all Corners. Sec, 3021bi7.
f' or alley to property line and distance frm Indicate distance from center-llne Of striet
curh to property line. Sec. 302(b)7
Plana. specifications and calculations shall be Signed by a California State licensed engineer or archilect. ICblifornia Business and Professions Code)
B. FIRE PROTECTION
PLAN CORRECTION SREET
SINGLE FAMILY AND DUPLEX DWELLINGS
Plan Check No. 8 3 -3
Date plana received by jurisd~ion&d~/dk rc more than 12 inches into the 3 foot setback
Projections. including eaves, may not extend
Date plans received by plan checkcr%~ 2 ' "//o
Date initial plan check completed & byAW
FOREWORD: PLEASE READ *
Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumblng Code, Uniform Mechanical code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections balled on Inus and ordinances enforced by the
or other departments. Planning Department, Engineering Department
The items circled below need clarification, modification or change. A11 circled items have tc be satisfied before the plans will be in conformance with the cited coder and regulations. per Sec. 303 (c). 1979 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law.
Please make all correctionr on the original tracims and submit two new seta of mints. and~iny original plan sets that may 'have
TO facilitate rechecking, please identify, nexf to each circled item, the sheet of
this sheet has been made and return this the plans upon which each correction on
check sheet with the revised plans. / Indlcbte on plans the name of the legal cwnor and name of person responsible for
the preparation of the plans. Sec. 302(bi
p. Walls cloaer than 3 feet to Property linea shall be one-hour fire-rated construction,
have no openings, and shall have 30 inch
parapets when the building floor area exceeds
Sec. 1709(aI
1.000 aquare feet on any floor. (Table 5-A
from the property line. Sec. 1710 and
Sec. 504(bi
Projections, including eaves.shal1 be one- hour fire-resistive construction. heavy timber or of non-combustible material if they project into the 3' netback area frm the property line. Sec. 1710
Show location of permlnently wired smoke dctactor. Sec. 1710 //
Ci/RWM SIZES, 1,IGHT. VENTILATIONS AND CLAZINC /. onc room mu3t contain a minimum of 150 square feet of superficial floor area. sec. 1207(bi 4./ llabitable ioams. other than kitchens, shall contain at least 70 square feet Of floor ,area. sec. 1207(bi A. Window area must Le at least 1/10 of the floor area and a minimum of 10 square feet per See. 1207(al. Appears to be deficient in
, jd. Openable window area must be 1/20 of the Lloor area and a minimum Of 5 square feet. In bathrooms, laundry room* and similar rooms. Minimum is 1.5 sq.ft. (Sec.12051al
One-half of a11 required window area must
Provide mechanical ventilation capable of
bathroow. water closet compartments. laundry rooms and similar room9 if required windows ale not provided. SeC. 12051a)
NO habitable room. other than a kitchen, shall be less than 7'0" in any dimension. Sec. 1207(cI
changes per hour in
Fhov that cailtng height for habitable rooms 19 a mlnlmum of 7'6'. Sf=. 12071al
of water closet. Sec. 17111- compartments and 24' clearance in front
Handraila ShAll Satisfy the fOllOWingr
A. Provide handrail for stairways Over 30"
high when serving a single dwelling. Title 24. Sec. T25-22lb) \ nosing of treads. Sec. 33051j) Handrail shall be 30" to 34. above the
No cooking room shall be used for sleeping Handrail projecting from a WAll shall
a space not less than 1 1/2' between wall and the handrail. hand grip paction of handrail shall be not leas than 1 1/4" nor more than 2' in crorr-.*,ctional.dimsnrion. Sec. 3305(jI (see attachedl
measured in the direction of travel, at Every stairway landing shall have a dimension.
(including windows) shall be tempered. 1eASt equal to the Stairway width.
Sec. 1711 ltl(g) laminstsd or approved plaatic. Sec. 13051gl
rooms shall have a window or
door tor emergency exit. Sill
A door may open over a atairw~y landing peovrded the door, in any position, doea not reduce the clear area of the landing,
less than one-half the required width of The window must have an openable area of height shall not exceed 44" Above the floor. in the direction of stairway travel, to
at least 5.7 square feet with the minimum the stairway. Sec. 1305(g) openable width 20' and the minimum openable
height 24.. Sec. 1204 & A door may Open inward at the top atep of a stairway provided the top step ia not more than 7 1/2* lower than the floor level. Sec. 3303Ii)2 cornices may not project into a requzrcd yard more than 2 inches foot ot yard width if required windows open into the yard. Sec. 12061dl
A mezzanine is an intermediate floor and
Provide details of winding stairway.
a. Minimum tread is 6 inches at any point
H~ nay not have a floor area exceeding 33 1/ and minimum 9 inches at a point 12 inches from the side Of the stairway. percent of the total floor area in below. and the mezzanine floor must b. Maximum rise is 9 inches. a clear hewht of 7 feet, above and must have 65% of the long side open to the room below.
is, by Building code
The loft you show does not comply as a
D. EXITS. STAIRWAYS. AND RAILINGS
~~
above the second Story shall have not less than 2 exits. Sec. 3302(a)
Required exit doorways shall be not less than 36" in width and not less than 6"3"
1;1 height, and shall be capable of openrng at least 90 degrees. Sec. llOl(e)
less than 9". Sac. 1716
Show how guardrail Connection details are
adequate to support 20 pounds per lineal
detalls.
{a. Maximum rise 8. and minimum run is 9".
v'c. Hlnlmum wldth is 30".
vb. Nlnlmm head room is 6.4".
C. Minimum width is 30 inches. Sec. 3305(dI (see attached)
'a. Minimum run is 7 1/2 inches at a point from where the tread is the narrowest.
Provlde spiral stairway details:
b. Maximum clae is 9 1/2 inches.
c. Minimum headroom is 6 feet 6 inches. sec. 13051fI
~ ,[see attached)
Spiral stairways may not be used for required exits when the area served is greater than
400 sq. ft. Sec. 1105(f)
spiral stairways must have a clear walking space of 26 inches between the column and
handrail. Sec. 330512)
Provide I.C.B.O. Reasearch Report and Number for metal stairvay, or submit plans and calculations and approved fabricator registered with the Building Department or note that the stairway fabrication shall be done under special inspection Per the approved fabrication plains. Sec. 3061a14B and Sec. 3061f)
In buildings over 2 stories in height, provlde
openings in the exterior vall below or within 1/4 hour fire-rated assemblies for all
way. An exzt balcony with 2 SePArated 10 feet horizontally of an exterior stair-
stairvays is sxampt. Sec. 3305
Exterior stairvays ahall not project into the 3 foot setback from the property Ilnes.
sec. 3305(ni
space under interior stairs ahall be protected
on the enclosed ride as required for one-hour fire-resistive construction. Sec. 3305lml
be made a part of the approved plans. Minimum construction specifications shall
(See attached)
E. ROOFING
J,d Specify roof pitch.
yspecified . Specif', minimum pitch of Roof pitch is not adequate for roof type
Specify roof material and application.
materlalr not covered in UBC. specify I.C.B.O. approval nunber for roof
Specify roof slope for drainage or design .# to support accumulated water. Sec. 32071al
{Show roo€ drains and ovcrflwr. Sec. 3207la1
76. Provide skylight details to shov compliance with Sections 3401 and 5207 or provide ICBO approval number.
Provide plastic roof panel details to show
ICBO number.
7. is 1/150 of attic area or 1/300 of attic# Show attic ventilation. Minimum Vent area
area if at leaat 508 o€ the required vent
sec. 32051Cl is at least 3 feet above ceiling joiats.
. compliance vith Section 5206 or provide
Show 1 3/8^ solid core self-closing door
for openings between garage and dwelling.
Sec. 503ld)
/. 03. Garages are not permitted to open into
lb4. Openings betveen carport and residence
/a room used for sleeping purposes. Sec. 1104
require self-closing doora and stationary
b65. Show garage framing section, sirs of header
/windows. SCC. 1214
over garage opening, lateral cross bracing at plate line and method of bracing garage
NOTE: Minimum plywood diaphragm ratio is front. chapter 23
lk Doors betveen dwellings and attached garages
3 1/2 to 1 or 2'8". Table 24-1
may swing in either direction provided the difference in floor elevation bstveen the dwellinq and qaraqe does not exceed 7 1/2 inchei and provided the door is not used as the primary means of egress from the building.
If the difference in floor elevation exceeds 7 1/2 inches, or if the door is used as
additional steps or landing must !x provided the primary means of egress from the building,
and the door must not wing over the depreascd in accordance with stairway requirements,
p6. Provide 18' raised platforms for any FAU,
level. (see 1303ci12 and 3305 (gl,
water heater, or any other device Which may generate a flame or spark. . Note that continuous fire wall protection ,'@ shall be installed behind raised plAtfOrtnm(S1 prior to framing platform.
H. FOUNDATION REQUIREMENTS k= fireplace construction details or Note on plans that"A soils engineer shall note constructLon to be per attached fireplace evaluate any unanticipated ""compacted fill standard drawing. Sec. 3707 or expansive roil or other soil problems
Show veneer support and connections comply
disclosed during construction" Sec 3061a112.
with Sec. 3002, 4.5.6. and Sec. 25161al lj4Submit soils clasqification deferminition
regarding ties and 19 wire in horizontal by a licensed enqzneer or archztect based
joints or note construction to be perattached on observation, tests, borings. or excavations, and containing comments on the degree of sheets 30-1 or 30-2. expansiveness, compressibility and bearing
Show height and Construction details of a11 masonry walls. Chapter 24
value. Sec. 2905
Note on the plan the soils classification,
. Note that clranout openings shall be.provided a/ at the bottom of all cells to be grout filled over 4' in a single pour. Cleanout shall
See. 2415 be sealed before grouting, after inspection.
Show floor and roof connactions to masonry walls. Connection shall resist 200 pounds
per Lineal foot or the actual design load, whichever is greater. Sec. 2310
slab and building pad preparation.
Sec. 2403
Snow haw masonry house walls retaining earth are to be waterproofed. Provide detail. soils engineer shall advise the Building
\, Official in writing that: 1. the building pad vas prepared in accor-
2. the utility trenches have been properly
3. the foundation excavations, farming
dance with the soils report:
backfilled and compacted, and:
and reinforcement comply with the rozlr report and approved plan."
on the garage side of walls and cellingr on to the dvellinq. Table 5-0 Sec.5011bI
to have one-hour fire-resistive protection on the garage side. Sec. 503. Beams and posts, not vithin the vall or celling con- structlon, must comply with UBC. Table PI-A. or be mmimum 6" dimension beam and mrnrmum 8" by 8" post.
$. Provide spread footlnqs for concentrated loads designed for 1,000 PSF soil bearlnq
or per bearing value as determmed by an engineer or architect. Chapter 29
a11 foundation walls. Chapter 23
walls. Chapter 23 Show height of retained earth on all foundation
cut or fill slopes and show steepness and of foundation to edge of
, heights of Cuts and fills. Chapter 29
Note on plans that wood shall be 6" above finish arade. Sec. 24171cI 7. 2"" away from building and show drainage pattern fl Dimension foundation per Table 29A.
. Note on plans that surface water will drain
and key elevations. Sec. 2905(f)
TABLE NO. 29.A-FOUNDATIONS FOR STUD BURING WALLS-MINIMUM REOUIREMENTS
1
2
6
8 8
18 24 8 10 10 3
18 'I 15
12 8 I2 6
I I I I I t 1 12 1 8 I2 6 6 I 2 'I 15 8 8
18 24 8 10 10 3
18
silla to be pressure treated, or equal. SCE. 2517(c) 3.
of power driven pins. Show edge and end distance and spacing. Sec. 306(fl
Show sire, imbedment and location of hold down anchors on foundation plan. Sec. 2312lfl
Note on plan that hold down anchors must be tied in place prior to foundation inspection.
SCC. 23121fl
Show adequate footings under all shear walls. Sec. 2311(el
13f Show stepped footings for slopes steeper
Show minimum 18" clearance from grademto bottom of floor joists and minimum 12 clearance to bottom of girders. Sec. 2517
undisturbed roil. Table 29-A
Show minimum under floor access of 18"x 24".
than 1:lO. SeC. 2907(C)
f0. shov pier size, spacing and depth into
a''. iec. 2517 . Show mmimum under floor ventilation equal to 1 1/2 sq. ft. for each 25 lineal feet of exterior foundation with openings as close to corners as practicable to provide cross ventilation on at least two approximate- ly opposite sides. Sec. 2517
I. PWING
pS0. Show all joists, rafters, beams, and pasts 2' to 4- thick to be No. 2 Grade D0uqla.s
FLr-Larch or better. All posts and beams 5" and thicker shall be NO. 1 Grade Douglas Flr-Larch or better. (Table 25-A-1)
Show wall bracing. Every exterior wood
be braced at each end and at Least every
Stud wall and main cross partition shall
25 feet of length with 1x4 diaqonal let-In brace or equivalent. Sec. 2518(9)5
ts'9.
%.
Mi.
Note cross bridging or blocking. Floor joists and rafters more than 12" in depth
and spanning more than 8 feet shall be supported laterally by bridging at intervals not exceeding 8 feet. Sec. 25061q)
Show blocking at ends and at supports of floor joists. and for rafters at exterior walls. Sec. 250619)
Show solid blocking at ridge line and at exterior walls on trussed roofs. SCC. 2506(91
Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Sec. 2518(d) 5
Show rafter ties. Rafter ties shall be
where rafters and ceiling joists are not spaced not more than 4 feet on center
parallel. Sec. 2518(hI
show rafter purlin bracer to be not less than 45 de rees to the horizontal. Sec. 2510181
Show 1/2" minimum clearance between top plate of interior partitions and bottom Chord of trusses. (To ensure loading will be as designed.1
Show double top plate with minimum 48' lap splice. Sec. 2518(q)4
Show nailing will be in compliance with Table 25-P.
Provide fire stops between stories, between top story and roof space, at ceilings
walls. in mansard roof or eyebrow so no and flwr levels in interior and exterior
concealed or furred space is greater than 10' horizontally or vertically, between stair stringers at top and bottom and between studs along and in line with stair run adjoining stud walls and partitions, at perimeter of sliding door pockets. between chimney and wood frame wing metal or incombustibles for the fire stop and at other places that could afford passage of flame. Sec. 2517lfl
Show stud sire and spacing. Maximum allow- able stud heights: 2"x4"@ 16' is 14';
Note an A.I.T.C. Certificate of Compliance
3*x4"12"%6"@ 16"o.c. is 20'. Sec. 2510(g12
for glued laminated wood members shall be given to the Building Inspector prior to erection. SCC. 306(f)
Detail a11 post to beam and post to footing connections. Sec. 2517Icl 4
Specify narl sire and spacinq for all shear walls, floor and roof diaphragms.
maximum diaphragm dimension ratios. Indicate required blocking. Maintain
(Tables I,J.KI.
Show 3"~4* or 2"x6" studs in first of three story bullding. See. 2518(f)
Provide tru?~. details and truss calculations.
Provide roof framing plan. Sac. 302lal7
Provide framing sectiona through
Section 302fal 7
Specify a11 header sizes for opening over I' wide. Sec. 2518(gI 7
Provide calculations for
Section 302(aI 7
exterior locations. wood columns and posts In areas subject to water splash and in
shall be supported by piers projecting at least 2" above the finished grade and
shall bear on a metal base plate or treated wood unless the columns or posts are foun- dation grade redwood or cedar. Sec. 2517(clI
Show location of attic access with minimun r~ze 22' x IO". Sec. 3205
Show draft separation for attic areal / in excess of 3,000 sq.ft. Sec. 1205 I#. show draft separation for space between dropped ceilings and floor above in excess of 1,000 sq.ft. Sec. 2511
When roof pitch is less than 3:12. design
masonry in buildings over one story in resist horizontal forces contributed by
height. Sec. 25161bl
board and gypsum wallboard shall not be used in vertical diaphragms to resist forces imposed by masonry or Concrete construction. Table 41-1
If cripple wall studs are less than 14", framlng shall be solid blocking. Sec.25181916
~ypaum lath and plaster. gypsum sheathing
'fl height shall be 3 inch by I inch or 2 . Cripple wall studs exceeding 4 feet in
inches by 6 inches when supporting 2 stories.
F
Y
sec. 2518lg16 ~~
1 . Show plyvood sheathing over exposed eaves, or other weather expcrcd areas, is extsrioz
grade. Sec. 25171g) 3
Show a weep screed at the foundation plate
line on all exterior stud walls to be stuccoed. Sec. 4706(al
Provide an approved waterproof building , paper under wood riding. Sec. 1701(a)
Show access to the attic or under floor furnace to be minimum 30 inches by 30 inches. SBC. 708 L 709 UMC
@ shall be unobstructed and have continuous Note that passageway to the attic furnace
solid flooring not lesa than 24 inche?l wide. Sec 108 UMC
lighting fixture controlled by a switch . Show permanent electrical outlet and
. Show details to comply with Section '109
for the attic furnace. Sec. 108 UNC
for attic furnace, or section 110 for roof or outside furnace.
Note on plan. gas vents and "on-combustible piping passing through three floors or
at each floor or ceiling. UQC Sec. 1706la16 less shall be effectively draft stopped
;" for furnace under the floor, Section 108
I(. ELECTRICAL (National Electrical Code)
A11 wiring Shall comply with the National Electrical Code. ).J6~;ij~~~the plan the amperage of slactrical y- If the electrical installation is more
and provide a single line diagram and than 200 amperes. show panel location
load calculations including: a. Wirinm method emolovad. b. size;of all co~du~tors, switches. circuit breakers. fuses. and conduits.
d. Provide plot plan showing services, f. Approximate length Of service feeders.
all panel locations, circuit arrangement and load di9tribution on panel busses.
221(Dwellingr require minimum 100 amp service.
e. Provide typical panel schedule(s1.
&. Specify an approved flashing for exterior openings and parapet walls. Sec. 3208
Sec. 330I(bl Show corridor width to be minimum 36'. rpacmg is not adequate in
electrical receptacles.
locations and/or
;y./ Specify truss layout for 30" x 30" attic t least one receptacle shall be installed outdoors, in basements and attached garages. ther than laundry Outlets. Art. 210-25lb)
Art. 210-26(a) and GFI'S in oarme, baths Show minimum dwelling lightinq INEC
Ridges. hips, and valleys shall be at least one size larger than supported rafters. Sec. 2518(hl 3
196. Provide metal straps across ridge beam and outdoors. NEC Art. 210-i(al: / and rafters.
All heating, ventilating. and cooling systems
J. MECHANICAL
Mechanrcal Code. and appliances shall comply wxth the Unrform
Show the sire. location and type of a11 heatmg and cooling appliances or systems.
201. Show source Of Combustion air for furnace will comply with Chapcr 6, U.M.C.
heating facilitii capable of maintain- 2. €very dwelltng unlt Shall be provided with
1-9 d mea temperature of 70 F. at 3 feet above the floor in a11 habitable
set. 1211 rooms. Show basis for compliance. UQC
Show minimum 30" deep unobstructed working space in front of furnace.
turers listing. Sec. 704 UMC
Furnace shall not be installed under any Stdlrway. Sec. 704 UMC
On plans,clearances to be per manufac-
Zd Furnace shall not be installed in any
& ;:m;i;;O;ryer vent to outside. UMC
Note "UFER" ground to be provided (NECI.
Art. 250-81
- L. PLUMBING (Unifom Plunbinw Codel
A11 plumbing shall comply with the Uniform Plumbing Code.
Show method of providing combustion air o fuel burning water heater. Sec. 1301
installed in bath or bedroom or in a closet
Show T and P valve on water heater and show route of discharge line to exterior sec. 10071e1
/ bedroom, bathroom, closet. or in coniined space with acces9 only through such mom, unless specified as direct vent applrance.
Sec. 704 ZMC Shower stall shall accomodate a 1O"c~rcle
Note on the plan that hose bibbs and lawn sprinkler systems Shall have approved backflow preventlon devices. Sec. 1003
and have a minimum floor area of 900 sq.in. UPC 9091dl
enclosed furnace or electrrc hearing
Show ICBO approval for prefab fireplace
and provide approved installation instructions at lob site.
ri
Y'
d2.
NOISE INSULATION (DUPLEXES)
and floor/ceiling assemblies to achieve Show details Of duplex common Ipartyl walls
a Sound Transmission Class ISTC) rating in walls of 50 dccibles and an Impact
ceiling of 50 dacibles. Title 25 Insulation Class (IIC) rating on floor/
Show how penetration of assemblies for piping, electrical devices, recessed cabinets,
or exhaust ducts ahall be sealed, lined, bathtubs, sOffits, or heating ventilating,
or insulated to maintain required sound transmission rating. Titre 25
Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by rcszdent Title 25.
ENERGY CONSERVATION
All additions to existing residential buildings must comply with Title 24 energy regulations. Additions exceeding 309 of the existing building requires the existing and addition to have R-19 ceiling insulation if the existing ceiling area is aecessiblr far insulation installation lT20-1401lCl.
Specify the insulation R valuesfor walls, roof and ceiling. (R-11 for walls: R-19 for ceilings. or provide details and analysis for alternate design. T20-1403 Table A L 28.
Specify the groaa floor area or heated portions Of the dwelling. and the area of glazed openings on the plan. lT20-14301
Provide an analysis justifying increasing
gross floor area. Show method to reduce the single glared area beyond 168 of the
heat loss to that which would occur with basic glazing. lT20-1402,def.l
Provide energy analysis to show that the bonnet capacity of the gas centralfurnace doer not exceed the building design heat 10s. by more than 30%. (Exceptions: 48.000 BTU Hr. output furnace. See also Callfornia Efficiency Adjustment.) T24-1404
note on plan that all tranverse ducts, plenums, and fitting joints of HVAC system shall be sealed with pressure sensitive tape or mastic to prevent air loss. T20-1404
Note on plan that insulation of ducts Shall conform to UHC Section 1005. lT20-14041
Note on plan that all doors and windows to the exterior or to unconditioned areas
Standard. lT20-14031. shall be fully weather striped per ANSI
Note on plan that back draft dampers are requlred on all fan systems exhausting alr from the building. T20-1403
Electrical resistance space heating shall
a. 60U of heating/cooling is supplied net be used unless:
by a nondeplstable source. b. supplements a heat pump system.
C. less than 108 of total heating system. d. life cycle cost analysis justifies.
Note on plan that all heating and Cooling
Tlcle 20-Chapter 2. Subchapter 4. Article 4 equlpnent efficiencies shall conform to
115a for forced air furnaces).
Note on plan that no natural gas, central heatzng plant may be installed without an Intermittent Ignrtion Device. T20-1405
T20-1404
Outdoor pools with fossil fuel heaters require pool covers as well as Other energy raving devices such as time Clocks, et=. T20-1406
WISCELLANEOUS
.ybetween planter and building walls. 3 . Show a minimum 2" air space and flashing
., J0/ ~~~~i~~'~~~~ria1 shower tile. Sec. to 1707(a.) be used under the
Specify 14th and plaater to comply with Chapter 47. UBC.
Two 3/4* capper Pipes must be installed from water heater location to convenient location of future solar panels (City 0rd.I
Provide sleeves (roof jackal in roof for two future 3/4' copper piper to cunvenisnt
Note that solar water piping is to be inaulatcd
location of future solar panels (city Ord.1
in area. that are not heated or cooled. (City 0rd.I
See attachment for roofing requirements.
aare:
The plans were reviewed based on the infornation shown on
the plans. If the plans are in error, or changed during
construction, the permittee shall contact the Building
Department for review and prior approval before proceeding
with the work:
0 Building plans are substantially correct
and complete.
0 Building plana would be substantially correct
and complete if minor corrections are made
at counter.
Building plans require major corrections and
complete plan recheck, by plan check
Date:
If YOU have any questions regarding this plan check. please
Cdll 5 *, k6lS) m-t46$
7'' permlcted unless verfied as cost effective Electrlc resistance water heating is not We 'would also be pleased to meet with you, at no Charge, if
by a life cycle cost analysis. T20-1406 addxtional as9istance is needed.
c
1982 EDITION
.. ".
Chapter 53
(SEE APPENDIX CHAPTER 53)
Chapter 54
GLASS AND GLAZING
scope
Scc. 5401. (a) General. The provisions of this chapter apply to:
over three stories in height; and
I. Exterior glass and glazing in all occupancies except Groups R and M not
impact as specified in Section 5406.
2. Interior and exterior glass and glazing in all occupancies subject to human
U.B.C. StandardNo. 54-1.
(b) Standards. Standards for material shall be as specified in this chapter and
ilied in Section 5406 shall be as spccified in U.B.C. Standard No. 54-2.
Standards for glazing subject to human impact (hazardous location) as spec-
ments where openings are required to be fire protected and Section 5204 for
(c) Olher Pmvlslons. See Part IV of this ctwle for additional glass require-
openings glazed with plastics.
ldentlflcatlon
and thickness of glass. When approved by the building official, labels may be
Sec. 5402. Each light shall bear the manufacturer's label designating the type
omitted. provided an affidavit is furnished by the glazing contractor certifying
that each light is glazed in accordance with approved plans and specifications. Identification of glazing in hazardous locations shall be in accordance with
Section 5406. I
Area Llrnltatlons
the loads set forth in Table No. 23-F, acting inward or outward. The area of
Sec. 5403. Exterior glass and glazing shall be capable of safely withstanding
individual lights shall be not more than ret fbrth in Table No. 54-A or as adjusted
by Table No. 54-B.
Glazlng Support Sec. 5404. Glass firmly supported on all four edges shall be glared with
firmly supported on all four edges. design shall be submitted to the huilding minimum laps and edge clearances set forth in Table No. 54-C. For glass not
official for approval. Glass supports shall be conhidered firm when deflect~~~n of
the support at design load does not exceed fin of the span.
683
5405-54M UNIFORM BUILDING COM
Louvered Wlndowr
Sec. 5405. Regular plate. sheet or patterned glass in jalousies and louvered
windows shall be no thinner than nominal %I inch and no longer than 48 inches.
When other glass types are used, design shall be submitted to the building official
for approval. Exposed glass edges shall be srnonth.
Wired-glass with wire exposed on longitudinal edges shall not be uscd in
jalousies or louvered windows.
Safely Glazlng
this section.
Scc. 5406. (a) General. Glazing subject to human impact shall comply with
EXCEPTION Louvered windows or jalousies complying with Section 54U5
locations as defined in Section 5406 (d) shall be identified by a label which will
(b) Identlflcatlon. Each light of safety glazing material installed in hazardous
specify the labeler, whether the manufacturer or installer. and stale that safety
glazing material has been utilized in such installation. For additional identifica-
tion requirements and for limivationon rizeand use by category classification. see U.B.C. Standard No. 54-2. Part 1.
turer.Theidentificationshallbeetchedorceramicfiredontheglassandbevisible
Each unit of tempered glass shall be permanently identified by the manufac-
when the unit is glazed. Tempered spandrel glass is exempted from permanent
paper label.
labeling but such glass shall be identified by the manufacturer with a removable
(c) Human Impact Loads. Individual glazed areas in hazardous locations
such as those indicated in Section 5406 (d) shall pass the test requirements of Part
oflicial which shall be proved to produce at least equivalent performance.
I of U.B.C. Standard No. 54-2 or by comparative tests approved by the building
EXCEPTION: Polished wired glass complying with Wrt II of U.B.C. Standard No 54-2 may be used in fire assemblies and in locations rpccified in Items Nor. 6 and 7 of Section 5406 (d).
Plastic glazing used in exterior applications also shall comply with the weather-
(d) Hazardous 1.oratlons. The following shall be considered specific haz-
2. Glazing in fixed and sliding panels of sliding-type doors other than ward-
I, Glazing in ingress and egress doors except jalousies.
4. Glazing in all unframed swinging dwrh.
3. Glazing in storm doors.
6. Glazing, operable or inoperable adjacent to a dwr in all buildings and
5. Glazing in shower and bathtub dwrs and enclosures.
withinthesamcwallplaneasthedoorwhosenearestverticaledgei~within
than M) inches above the floor or walling surface.
12 inches of the door in a closed p)sition and whose bottom edge is leas
need nu comply with Subsection (c) of this section.
ing requirements in Part I of U.B.C. Svandsrd No. 54-2.
ardous locations for the purposes of gluing:
robe doors.
684
1982 EDITION 5406-5407
1. Glazing in fixed panels other than those covered by Item No. 6 which have a glazed area in excess of 9 square feet and the lowest edge is less than IX
inches above the finished flwr level or walking surface within 36 inches of
suchglazing.Inlieuofsafclyglazin~,suchglazedpanelsmaybeprotected
with a horizontal member not less than I% inches in width when located
between 24 and 36 inches above the walking surface.
above hazardous lwotions: EXCEWION 'The following product% materials and uses are exempl from the
2. Assemblies of leaded glass or faceted glass and items of cmcd glass when
I. Openings in doors thmugh which a )-inch sphere is unable to pars.
used for decorative purpour indoors or in locations described in Section S406 (dl. ltemNo.6or7,above.
3. Glazing mverinls used as curved glazed panels in revolving doors.
4, Commreial refrigerated cabinet glazed doors.
(e) Wardrobe DOOR. Glazing in wardrobe doon shall meet he impact test requirements for safety glazing as set forth in U .B.C. Standard No. 54-2. Part II. Laminated glass must also meet the boil test requirements of U.B.C. Standard No. 54-2. Part 11.
when the impacting object is droppcd from the height of I8 inches. the test shall EXCEPTION The impact lest shall be mxliiicd LO that if 110 breakage u'curs
progre~sinhei~htincr~mentsofbin~he,untilthem;uimum~f48inchesisreacllcd.
Hlnged Shower Door8 Sec. 5407. Hinged shower doors shall open outward
685
I
0 Bldg. Dept.
VALUATION AND PLAN CHECK FEE 0 Esgil
Y
PLAN CHECK NO. g3-3 7 "
BUILDING ADDRESS gq2'7 &dm
APPLICANT/CONTACT ad R@OLC)d PHONE NO.
BUILDING OCCUPANCY DESIGNER PHONE~%*&S 2%0~7/a.
TYPE OF CONSTRUCTION l/-d
g SG s5- s- U@ee + a ,395- e P" 3
I CONTRACTOR PHONE
BUILDING PORTION VALUATION BUILDING AREA VALUE MULTIPLIER I
Res. Baths (over 3)
Res.Fireplaces( 2
@ 2,200
Air conditioning
@ 1,760
Commercial
@ 2.40 Residential
@ 2.80
over
Res. or Corn.
Fire Sprinklers
Total Value
- @ 1.50
/9?0 58 i
Adjustment for State
Manda-d
1
Building Permit
Plan Check Fee
h
PROJECT DATA SUMMARY
P
SITE INFORMATION
nuling D.prr by lhom A$VUdix C) .__l-_._.-l_...._l._. I_____.. ..-. HOD
Ourdo Onign Tmpmwe (hom Appndix C ar AWix G1--."..~~ TOW
PROPOSED BUILDING ENVELOPE INFORMATION
Grm Fhr Arr il L-ai (from Ulcu18tionrl......~I... . ............................. . A(
Gror Wail &r H Hm.Rir (from Ulcumionrl ............................................ A,
Dnlpnd GLVi Aru (from C.lcu!miond .................... ... ................................
BvicGhhAru~(1f,%of ~in.3if Ior.-fi(.wMof Linq4ifhidwiul Am A9 .......
~.u~pt~on of AYmblY
Gluing c *; - L- UP1 UP2
wall u13
UWl
uwz
uw3
uw4 Uiiins/Root 2
FloOr Uf1
T Uf2
PROPOSED SPACE HEATING SYSTEM (Chapor 71
arruno .....
PROPOSED WATER HEATING SYSTEM INFORMATION (Chapter 81
EhnisRI*omaAlon
EIWic Raii~.~ Life Cycle Coat lhom Fawn M .- ..-..............- .... ,LCC. 24
LOW Life Cyde Cou of the Othl Svaau itrom Fomr 61 ......_. ......... ,LCC- 25
PROPOSED SWIMMING POOL HEATING SYSTEM INFORMATION (Chapter 91
Sob Lih Cy& co* lfrom Form 71 ....-."_.._.._._.._._..A ........._._-. pLCC, 28
hNeI Gw Life CyJ. eOu lfrom Form 71 .._..-.-..........._I......._...... .
LEUCADIA COUNTY WATER DISTRICT
APPLICATION FOR SEWER SERVICE
The application must be signed by the owner (or his representative) of the property
to be served. The total charges must be paid to the District at the time the application is
submitted.
APPLICANT MUST SUBMIT EVIDENCE OF BUILDING PERMIT WITHIN. 60"DAYS.
FAILURE M MAKE SUCH SUBMITTAL WILL RESULT IN'AUTOMATIC CANCFZLATION
OF THE SEWER PERMIT. 'RIE SEWER CONNECTION FEE'LESS A $5O.ADMINISTRA-
TIVE FEE WILL BE REFUNDED.
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A six-month construction period shall be provided and sewer service charges for the bal-
-ante of the fiscal year bhall be collected at the time of application for sewer permits;
Sewer service charges for subsequent fiscal years shall be collected on the tax roll in,the
same manner as property taxes. If the six-month construction period extends into the sub-
sequent fiscal year, a prorated sewer service charge for that fiscal year shall be collected
on the tax roll in the same manner as property taxes. The full sewer service charges for all
subsequent years shall be collected on the tax roll in the same mer as property taxes.
There will be no additional fee or refund if service actually commences on a different date.
The prorated sewer service charge shall not be required in those applications for sewer
permits for subdivisions. Such applicants shall be required to notify the District, on .:. forms provided by the District, of escrow closings on individual properties within the
7 subdivision. Sewer service charges shall commence upon close of escrow and will be the
responsibility of the buyer.
Ff a service'lateral is required, it will be installed by the Leucadia County Water
District'. The service' lateral is that part of the 'sewer system that extends from the main
applicant's property line) where the service lateral is Connected to the applicant's building
collection line in the street (or easement) to the point in the street (at or near the
sewer. The applicant is responsible for the construction, at the applicant's expense;of
the sewer pipeline (building sewer) from the applicant's plumbing to the point in the street
(or easement) where a connection is made to the service lateral.
H The connection of the applicant's building sewer to the service lateral shall be made
by the applicant at his expense. The connection must be made in conformity with the District's
specifications, rules and regulations; and
IT MUST BE INSPECTED AND APPmVED BY THE DISTRICT BEFORE THE SEWER SYSTEM
MAY BE USED BY THE APPLICANT. 'RIE APPLICANT, OR HIS AUMORIZED REPRESENTATIVE
MUST NOTIFY THE DISTRICT AT 'RIE TIME INSPECTION IS DESIRED. ANY CONNECTION
MADE M THE SERVICE LATEPAL OR COLLZCTION LINE WITHOUT PRIOR APPRWAL AND
INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNWLEDGED.
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the connection to the District's sewer system. The inspection deposit shall not apply,in those
cases in which the applicant has paid plan check and inspection fees for a subdivision.
The Inspection Deposit will be refunded upon the completion of satisfactory inspection Of
OWNER'S NAME: Don Brown ! CONNECTION -FEE: .."$ 1500.00 MAILING ADDRESS: ~431 3euS-d LATERAL SIZE. ; EASEMENT: '; .
PHONE NUMBER: 4?~-4711 753' q 3r3 EXTRA DEPM:~/Foot
SERVICE ADDRESS: 2727 Arwnauta St. LATERAL FEE
LOT NUMBER: Lot 603, LCMH INSPECTION DEPOSIT -" 50.00
TRACT DESCRIPTION: PRORATED SEWER SERVICE FEE 35 00
ASSESSOR'S PARCEL NO: 215-410-01 00 TOTAL 3izzE"
TYPE OF BUILDING SF NO. OF UNITS1 PAID BY: CASHCHECK N06~
Carlsbad, CA 92008 EXTRA FOOTAGE- @$/Foot -
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RECEIVED BY: ecd 1,585.00
The undersigned hereby agrees that the above information given is correct and agrees to
May 25, 1983
Owner's Signature Date
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