HomeMy WebLinkAbout024-080-114V--
024-080-114 AG02-202
024-080-114 PERMIT#96-1457 PARIS, FRANK
DRAPER, Jeff 1150 BRIAR PATCH RD., GRIDLEY
'11-520 Briar Patch Rd. �ridle AG. BLDG. ( 30' X 50')
.,y
Cont; John Draper
New Single Family
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IFF 024-080-114 AG02-202
024-080-114 PERMIT#96-1457 PARIS, FRANK
H50 BRIAR PATCH RD., GRIDLEY
DRAPER, Jeff AG. BLDG 39 X 50)
//52�Briar Patch Rd'.-,,Grjdl
Cont; John Draper
New Single Family.
11
BUILDING DIVISION
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES
7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541
AGRICULTURAL BUILDING EXEMPTION PERMIT
PERMIT NO.
Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm
implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human
habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a
place used by the public.
ASSESSOR PARCEL NO.
ZONING
OWNER
ra n. P(i c
t'�,
PH?Z.
OWNER'S ADYRE.S3
/ < a,
7(-3 D
PaIA
6rclleu 7
LOCATION,9E,BUILDING
I
USE OF BUILDING—T
_t
', �_(
rlq_ 04t
C C
SIZE OF STRUCTURE
y
1150063Q.
FT.
TYPE OF CONSTRUCTION:
WOOD FRAME — STEEL
CONCRETE
OTHER (Specify)
TYPE OF SIDIJE�
ROP�ICOVPRING
FLOOR TYPE
ESTIMATED COST OF CONSTRUCTION
$ /0' 006'".
AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as
follows:
FRONT
SIDES
REAR
AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields.
AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a
mobilehome, and 23 feet from a commercial building.
AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a
mobilehome, and 40 feet fr6m a commercial building.
I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the
AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and
obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before
occupancy.
Date _1�> -2-PD-L —Signature of Owner
Permit Fee - $60.00 The above described AG Building is exempt from a building permit.
I rD I P7L I V I ROZ
Receipt No.'I��X/i k�-1 17)G 1 17�
Manager Buil
By Date 1012A02_
White — DPW, Yellow — Assessor, Pink — B. L, Goldenrod — Applicant
RIESIDENTIAL
024-080-f14 PERMIT#96-1457
DRAPER, Jeff
11-1b Briar Patch Rd., Gridley
Cont; John Draper
New Single Fd.mily F171Y 7
JQB FINALED (D tel
Signature OI46;PI1&4_
xz-
V� = OK
0 = Not OK
Not Applicable
Not Ready MOBILE HOMES
Date
MOBILE HOME UTILITIES (Plans) OK except Fs
DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except Fs
1 . Zoning Requirements - Setbacks - Easements
1. Zoning Requirements -Setbacks -Easements
2. Soils; Special MH Support Sketch
2. Footings; Soils-Size-Depdi-Spacing-Connectors-SteeI
3. Sewer; Locabon-Test-Fall-C/0-Concrete
3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails
4. Water; Location -Test -Easement Needed (Sketch)
4. Wood Awn.; Posts-Beams-Rftrs.-Connectors
Shthg.-Rfg.-Bracing
5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete
5. AJum. Awn.; Columns-Connectons-Splice-Decal-Enclosures
6. Gas; Location -Test -Wrap; / tVft.
/ /Nat. or/ PLft.1 /LPG
6. Carports; Windows -Doors
7. Well Clearance & Disconnect
7. Electric
8. Utility Clearance
8. Frmg.; Sils-Anchors-Studs-Rttrs-Trusses
9. Siding; Nailing-Veneer-Stuccc>-Mesh
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MOBILE HOME INSTALLATION (Plans) OK except #'s
1. Zoning Requirements- Setbacks Easements
Card B-1 Date Card B-1
2. Footings; Size -Spacing -Marriage Line
Card B-1 Date Card B -I
3. Gas; MH Test -Demand -Valve -Connector
POOLS (Plans) OK except Fs
4. Electricity; MH Test -Crossovers -Breakers -Clearances
1. Setbacks -Easements
5. Drain; M H Test -Fall -Flex Connector
2. Soils; Compaction -Structure Stability
6. Water; MH Test -Regulator -Connector
3. Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
7. Water and Sewer Connected -C/0 to Grade -HD Approval
4. Elec.; Receptacles and Lighting, Distance -GA
8. Gas and Electricity Tagged
5. Elec.; Pool Lighting; 15 Volts-GFI
9. Tie Downs -Type -Installation Cert.
6. Elec.; Enclosures; Conduit Entries-Terminals-Usted
10. Exits; Insp.-Sketch
7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater
11. Cert of Occupancy
8. Elec.; Grounding; Equip. WS Circulating Equip. -Pool Lghtg.
Boxes-Enclosures-Panelboards-ins. to Main in Conduit
9. Health Department Approval
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date Card B-1 Date Cird B-1
MISCELLANEOUS
Date
DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except Fs
1. Zoning Requirements -Setbacks -Easements
2. Footings; Soils-Size-Depdi-Spacing-Connectors-SteeI
3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails
4. Wood Awn.; Posts-Beams-Rftrs.-Connectors
Shthg.-Rfg.-Bracing
L
5. AJum. Awn.; Columns-Connectons-Splice-Decal-Enclosures
6. Carports; Windows -Doors
7. Electric
8. Frmg.; Sils-Anchors-Studs-Rttrs-Trusses
9. Siding; Nailing-Veneer-Stuccc>-Mesh
10. Roof; Shthg-Roofing
11. Ext.; Steps -Doors -Landings
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B -I
Date
POOLS (Plans) OK except Fs
1. Setbacks -Easements
2. Soils; Compaction -Structure Stability
3. Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4. Elec.; Receptacles and Lighting, Distance -GA
5. Elec.; Pool Lighting; 15 Volts-GFI
6. Elec.; Enclosures; Conduit Entries-Terminals-Usted
7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater
8. Elec.; Grounding; Equip. WS Circulating Equip. -Pool Lghtg.
Boxes-Enclosures-Panelboards-ins. to Main in Conduit
9. Health Department Approval
10. Plumb.; Cir. TestANater Supply Test
Date Card B-1 Date Card B-1
Date Card B-1 Date Cird B-1
V OK
0 Not OK
Not App5cable
Not Ready v
Date -LINUIDEftLOOR (Plans) OK
0- RESIDENTIAL (Single & Duplex)
,VZoning-Setbacks-Easements-Flood-Slopd-'�
2. Ftg.,Ma'in; "Soils-Elec. Grnd.-6/L I P' Ftg. Depth
31<9., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth
Porches & Decks; Soils -Steel-/
5. Sternwalls, Main; Steel -
6. Sternwalls, Garage; Stee I- Bloc kouts-Wra pped
6a. Hold Downs and Special Anchors
7. Slab; Steel -Wrapped
8. Piers -Fireplace Ftg.-Steel
L,4-D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test
Pipe; Test -Anchor -Regulator -Service Test
��Iectric; Underground
Pienums & Ducts; Clearance- Materia I -Su pport- Ins.
Vf4-9irders-Sills-Anchor Bolts-Jo.ists-Vents-Cripples
Access & Ventilation
-,16.A§ulation t,-,4 :2
Dat Zr� ard B-1 1�711� Date Card B-1
Date' Card B-1 (2-P Date Card B- 1
Date PLUMBJMG (Permit),OK e'xcept #'s
-Ht .: V nt-Access-Combustion Air -Baffle
— - ------------------------- ---------------
W __r
Pl-
P.M Pipe: Test & Anchor -Nail Protection
1 Test -Fittings & Anchor -Nail Prot ection
------------ 11 ----------
hower Pan; Test, First Floor -Tub Access
- - --- - -------------
TestL,��_��hower._ Second- Floor -Tub Access - ------------------
941.�`Gas Pipe: Size & �nchors
-- --------- --------- - - ---------------
Date 0
------------------ - - ---------- - -----------------------------------
DateP-le-70 Card -a -l' A* Date Card B-1
Date ELEQT-If1'CAL (Permit) OK except #'s
cie-a-ranc ----------
9!FpRtacles Spacing-Lighi-s-is-sw��,rc��----,-�.(Or-s----
------------------------------------------- ----------
a:_:8 U�ze .
& No. of Conductors -Stapled
-------------- x -------------------------------------------- ----
n
2 nst ailed Close to Edge of Studs C.J.
---------------- ---------------------------
a & Water
............ ec__._.. -Z
Gr, P (
E 4rp. G Fastners
............ a... > _n�. m cle Sz
&'_2 Appliance Circuts in Kitchen & Conductor Size,GFI
--------------------- ----------------------------------------------------
,?�r.�ubfeecl Wire Size ga. Cu or AI-A.C. Wire Size ga.
C
------- - �Ran e irc. or I ven Circ. ga. Cu or Al.
R"
�??Iral Yes ;-@-No
'Se i R Conductors & Ground -Main Disconnect
----------- ------------------------------------- ...... ... .... ..
3�-I�quip. Clearances Panels- Motors- Mech. Equip.
!------- 61 -o -S -e -t -Li-g-ht--S-h-o-w-e-r-L-i-g-h-1---S-p-a- Li -g -h -t --- ---
qktT� ----------_----------------- ----------
31,1�moke Detector
-------------- ----------- ................ ............. ................... ... ..
- -------- - ------ ..... ....... ............... ..
------- -C-a. r. )��, ..... Card.B-1
Date ?
7 d B-1
------- --------------------- -
Date Card B-1 An Date Card B-1
Date MECH_4N1CA_L (Per . mit) OK except #'s
14-�"A.C. ..ucts Insulation & Support
--------------------- C u ..... ................................. ... ..... ..
en, F,�n- xhaust above insulation
------------------- _. ___ .. . ............. .. ... ......
o.. ensate.Drain & Overflow: Size &.Grade
.�ur�naFnce-tVent:"'A*c*c'ess-Comb. Air-Return''Air Vent- 1 15 ot*jtlet
C _� --- --- --- --- ---
------- <Ac' C'e"ss Platform it Furnance in Attic
0 - ate . to - - q*6' Card*B-1- Date . ....... .. 'Card B- I
D ;�;/T ....... .......
Card B-1 I e,
ate I Card B-1
Date -FRA"G (Plans) OK except # s
18_1`Si!;i,_Proper. Material. Anchors
....... ... ... ...
_�>-Kuds-Nading. Spacing & Bracing -Plates -Sound
, _ ------ ........ ...... .
.44-l5'p,tr,nq,vans over Girders & Floor Nailing
VD *rStop in Walls (rat proof)
ps: -Furr-ed ceilings- Stair -s -Chases -Tub
------ ---- ... ... ..
�,Neaders & Beam -Size & Bearing
Date -�AMING
Caps -Anchors -Connectors
(467CIng. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng.
ue-Fireplace Throat clearance
ess; Size & Romex Protection -Draft Stop -Ins. Baffles
4&1`13d.P6. Windows or Exitino Doo�s-Sill Hat. & Dimensions
W. Garage Fire Protection Framing
------------
!�irj���irewan & Openings
Doors -One T -Check Garage -3rd Story, 2 Exits
D'7 ------
31pfrs: Width -Head room -Rise- Run-Landi ng -Fire Protection
jt.��p�aod on Roof Overhang -Attic Ventg-Rafter Outriggers
Si'�
in
Siding-t!ailing Veneer
(ffl-_1t9Zco Mesh -Drip Screed -Fd. Vents-Underfir. Access
-------------
W.' G inq Area -Glass _Protection-Skyl iqhts- Plastic
r Walls�ii`NaVi`ho/Bolts
I nfi
------------- Q��
- --------------
Card _B- 1 le Card B- 1 A2 /Z
Date Card B-1 Date Card B-1
Date FINAL (Plans) OK except It's
Steps -Door & Sidelight Protection -Landings
.............
WIS-m-o-k-e- -D_ e t ector
------------ ��F.rnace: Vents -Clearance -Comb. Air -Connector -
In Garage: Above Floor- Ducts-Mech. Protection
---------------------------------------------
............. 9�"
__�droom Exiting
.......... & Bath Fixtures -&-Tub Access -Spa
Elec- Trim & Subpanel: Breaker Sizes & Labels
-----------------
67. Stairs & Rails
- -------------------------------
...... F2r?pl.ce or Stove: Clearances -Hearth
---------------------------
§��Elec. Outlets at Wood Panel: Int. & Ext.
-- --- ------- --- ------------- - ----------
....... . Fix!.,&-AeP!iance: Grnd.-Air-Gap-Cooking Clearance
il� �.__Outj?!� Counter
Ga.rage Fire Door: Swing -Landing -Closer
Duct in Garage -Damper
---------------------- - -------
I t
r
r. Htr.. Vents -Clearance -Comb. Air-Connector-P.R.V.
ln.,Garage: Above Floor-Mech. Protection
------ ------ -------------------- __
Mech. Equip. Listed for Location
...... ..... ----------------------------------
Receptacles in Garage: (G.F.I.)-Romex Protection
.. ... ..... __5 -------------------------------
�.Insu lation -Foa m- Looked in Attic 0 Yes
------ --------------------------------------------- -- — ------- ---
;.&-�-Rails & Deck Construction -Post Caps
. ... ....... ................ - --- --- --------
�2�dn. Vents & Crawl Hole Door -Drainage & Wood -Earth
Clearance Looked under Floor 0 Yes
.. ... ... .. 80. .. F . ollow . in . g instl . cl� Dr---- --------- - --- - — -
J�y,t es No: Walks Yes 11 No:
Planters 0 Yes N 0
Br own -F ini sh
.. .. . ..... ... _ , ------------------------ - --- - - ------
a2A'C Unit: Disconnect. Electrical. Plumbing
.. ... ... ... ... ... .................... -------
aq,,N�e'rils Above Roof: Plbg.-Appliance-Fireplace.-Clearance to
Openings
a,4.�4- - - ---- ---- - ------- --------
aler'W`ell: Disco-n-nect,-Elec'trical.-Plumbing -------
-----------------
i��Ierior Elec. Trim: G.F.I. Receptac.e- Underground
. . . . ..... ..... - ----------------------------------
i3j6,4'entilation Throughout House
41-161ass Protection
- ---------------
88. Correct 0 Irom Previous inspections
89 G.i ��stMeters Tagged': Gas -Electric
�ewr ---------------------------------------
e onnected-C/O to Grade -HD Approval
-----------------------------
e rgy Compliance Certificate -Other Certificates
....... ... -----------------------------------------
- ---------
Ra e I I- fl, Card B-1
jt� Card B-1
Da:e Ca�d. B'-1 Date --------- Card -B-1
Date Card B- I Date Card B-1
Comments at Final:
. .. ........
rA
OWNER
COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
1469 Humboldt Road, Chico, CA - (916) 891-2751
7 County Center Drive, Oroville, CA - (916) 538-7541
747 Elliott Road, Paradise, CA - (916) 872-6307
CORRECTION NOTICE
PERmi'r NO.
A routine inspection indicates that the following violations of Butte County Ordinances exist at
the above address and should be corrected. Please notify this office when correction of work
is completed. If you,have any questions pertaining to this matter, or need additional explanation,
please contacp�<s office immediately.
A
J"
VA ? ;---j
C
4
Date to— 1-7— `�L' Inspector
REV 10/�2
COUNTY OF BUTTE
Z BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
1469 Humboldt Road, Chico, CA - (916) 891-2751
7 County Center Drive, Oroville, CA - (916) 538-7541
747 Elliott Road, Paradise, CA - (916) 872-6307
CORRECTION NOTICE
1P -f- t—
OWNER V PERMIT IQO.
A routine inspection indicates that the following violations of Butte County Ordinances exist at
the above address and should be corrected. Please notify this office when correction of work
is completed. If you have any questions pertaining to this matter, or need additional explanation,
please contact th' o)ffice immediately.
M �
-0- e4
t71 —A.-
zf2::�� gO 4-
4--' e!)
3V A-.' ./; /�( e 12 (/ C- /— �/ "
'Ift,
Date inspector
REV 10/92
COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
1469 Humboldt Road, Chico, CA - (916) 891-2751
7 County Center Drive, Croville, CA - (916) 538-7541
747 Elliott Road, Paradise, CA - (916) 872-6307
CORRECTION NOTICE
OWNER PEAMIT NO.
A routine inspection indicates that the following violations of Butte County Ordinances exist at
the above address and should be corrected. Please notify this office when correction of work
is completed. If you have any questions pertaining to this matter, or need additional explanation,
I se contact this office immediately.
7'1- 41
joo'i V, ei le; -,o /.C�
Z j6
oe /0 r b t -a
�i a- ti) 12, A
�l -,- �- I
5 a, Y) A A.� 'k )ll U e, j 4- 1-1 -Ar< 4- Z")
I / I' . -f (-I,- ", C., 4f -e —
MEI ATd-W M I 11A
'VIM
4
Date - Inspector
REV 10/92
COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
1469 Humboldt Road, Chico, CA - (916) 891-2751
7 County Center Drive, Croville, CA - (916) 538-7541
747 Elliott Road, Paradise, CA - (916) 872-6307
CORRECTION NOTICE
AI
INY&W.
PERMIT NO.
A routine inspection indicates that the following violations of Butte County Ordinances exist at
the above address and should be corrected. Please notify this office when correction of work
is completed. If you have any questions pertaining to this matter, or need additional explanation,
please contact this office immediately.
-e -4-
ex� �e
Date 10— Inspector Rk�ee H
REV 10192
COUNTY OF BUTTE
BUILDING DIVISION
F DEPARTMENT OF DEVELOPMENT SERVICES
1469 Humboldt Road, Chico, CA - (916) 891-2751
7 County Center Drive, Oroville, CA - (916) 538-7541
747 Elliott Road, Paradise, CA - (916) 872-6307
CORRECTION NOTICE
OWNEV PERMIT NO.
A routine inspection indicates that the following violations of Butte County Ordinances exist at
the above address and should be corrected. Please notify this office when correction of work
iscomplete If you have any questions pertaining to this matter, or need additional explanation,
tac,
please coF tact this office immediately.
11Y �reu't3e- 0.r e -5 5 c.-- r e- i c -5 4 -
Vi U Ik V d 1A-) a- it 10 ,-- J; A-, -e-
(f a // F0 /' Ce- > ",' -5 e '- en � ; o -t.J
Date inspector
REV 10/92
COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
1469 Humboldt Road, Chico, CA - (916) 891-2751
7 County Center Drive, Oroville, CA - (916) 538-7541
747 Elliott Road, Paradise, CA - (916) 872-6307
CORRECTION NOTICE
ER
PERMIT NO.
A routine inspection indicates that the following violations of Butte County Ordinances exist at
the above address and should be corrected. Please notify this office when correction of work
is completed. If you have any questions pertaining to this matter, or need additional explanation,
please contact this office immediately.
ME - 714-04, - . - �9
AZ �% OW 02 4 />
-e
DF-te ol inspector
REV 10/92
.COUNTY OF BUTTE -DEPARTMENT Of 1016ELOPMENT SERVICES -BUILDING DIVISION /
7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO.
APPLICATION AND PERMIT
ASSESSOR PARCEL. NUMBER 024-080-114
ZONING A5
BUILDING PERMIT
OWNER
JEFF DRAPER
Tlff�IE
_4894
SO. FT. OCC. BUILDING VALUATION
2239 R 120,906.00
OWNER'S MAILING ADDRESS 1241 BRIDGEFUND AVE
DRAPER GRIDLEY
594 U 10,692.00
-JOHN
CONTRACTOR'S NAME
1931 FEATHER RIVER PL PARA
TELEPHONE
ISE , 95969
478 C
6,214.00
CONTRACTOR'S MAILING ADDRESS 873-3844
Fireplace
1,500.00
CONSTRUCTION LENDER BUTTE COMINITY BANIC UNKNOWN
LENDER'S MAILING ADDRESS - - -
672 PEARSON RD PARADIS:p CA
Total Valuation is 13 .312.00
Filing Fee $ 20.00
Permit Fee
$ 779.50
ARCHITECT OR ENGINEER - - 3
MIKE SROKA
I LICENSE NO.
Plan Checking Fee
$ 506.65
Energy Plan Checking Fee
$ 23.00
ARCHITECT OR ENGINEER'S MAUZ ADDRESS
41-40 DAN AVE MARYSVILLE, 95901
Penalty
$
BUILDING ADDRESS
BRIAR PATG14 RD
PERMITFEE
$ 1329.15
PLUMBINGPERMIT
Filing Fee 20.00
Each Trap
121 7-00 84.01
LOT NO.
SUBDivIsI01M1NiV
PARCEL MAP
Solar or heat pump water heater
23.00
Water piping
15-00 15.00
USEOFSTRUCTURE
SF � Duplex 0 Mobilehome 0 Other
SPECIFY
Each gas water heater or vent
15.00 15 -no
Gas piping system 1 - 5 outlets
15.00 15-00
Building sewer
15.00 1 9_00
TYPE OF WORK
New CA Addition 0 Remodel 0 Utilities 0 Installation 0 Other 0
Describe Work: GAR 22 X 27
Mobile Home ISI GI W1
20.00
1
PERMITIFEE
$ 1 (,Z, 00
Contractor
ELECTRICAL PERMIT
Filinq Fee 20._00
Main Service OOOV OR LESS
200A OR LESS
23.00 9-1 - nn
Main Service 200A TO 1000A
46.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in full force and effect.
License Class Lic. No.
OWNER -BUILDER DECLARATION
1 hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
0 1, as owner of the property, or my employees with wages as their sole compensation,
.,,o"will do the work, and the structure is not intended or offered for sale *
J9 1, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
0 1 am exempt under Sec. Business and Professions Code for this
reason
NEW CONST. DWELLING OCCUP.
OR ADDNS. & ACC. BLDS,
so
3.5(! FT.'
NEW CONST. MULTI -OUTLET
NON-RESID. BRANCH CIRCUITS
97.50
POWER APPARATUS
& SINGLE OUTLET CIR
Ex. Occup. ( OUTLET OR FIXTURES
20 @ 1.00
SAL (a .50
FIXED APPUNS OR
Ex. Occup. ( OUTLETS (FlEs16.) EA
5.00
Temporary Service
23.00 2:3. OU
Mobile Home Facilities
20.00
Misc. Wiring
-
23.00
PERMITFEE
$
Contractor
WORKERS' COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
0 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
0 1 have and will maintain workers' compensation insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier
MECHANICAL PERMIT
Filing Fee- 20.00
Heating SPLIT
30-00
Cooling
Hood
6.50 SC)
Ventilation
_6
4 50 IS 00
PERMITFEE
-4
$ 7/. q0
Contractor
Policy Number
(De above sections need not be completed if the permit is for work of a valuation
_,,e�f one hundred dollars ($100) or less.)
M 1 certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compen ti . . ns of section 3700 of the Labor Code, I shall
forthwith comply with those ovisions.
r, Own _d — Date
Sign1lAre 6f Appli(Lif)t 0 n;r 0 ontractor 0 Agent
An OSHA permit is required for excavations over 50" deep and demolition or construction
of structures over 3 stories in height.
Mobile Home Installation Fee
Energy inspection Fee Is 4 UG_
OCC
CONST. TYPE
TOT
,AL F� $ 177�-.80
HAZ.
I D
FLV
-
I HD �ISSUE
This permit is hereby issued under the applicable provisions
of the Butte C unt C de knd/or Resolutions to do work
in ' at �forlvhioh feEes have been paid.
Byak/ Date
L_ —
PERMITEXPIRESON 71f 7
I (Date)
ReceiptNo. 201983
WHITE-D.D.S.-E.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDEN ROD -APPLICANT
6e!"_��
I I
4'OUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive - Oroville, Califorpia 95965 - Telephone (916) 538-7541 PERMIT NO.
APPLICA'1`10N AND PERMIT
ASSESSOR PARCEL NUMBER
ZONING
BUILDING PERMIT
OWNER
10
SO. Fr. OCC. BUILDING VALUAIION
OWNERS MAILING ADO S�J I R P r)6 C
16,1
0
CONTRACTORS NXME
�S�_ �/u LrY�
767429,
-
Q-7 7 C, I
I
.
I = ADDRESS
CONTFLkC R-S_MAA
i:gh-wee 2,jEr,,- rldn---
Fireplace
ION LENDER
12
Total Valua, JIon $
00
Filing Fee
$ 20.00
LE G ADDRESS
N%',",", g'g y' 6, - 7 - Z 70 7 S, 3 pv
Permit Fee
$ .6p
ARCHITECT OR ENGINEER
-Gg6
LICENSE No.
Plan Checking Fee
$ !ti)111 (os-
Energy Plan Checking Fee
$ n
AF1CHrTECT OR ENGINEERS MAJUNG ADDR7E
WVQ 061 114�441JS(114.&&r C#
Penalty
$
BLIOING ADDRESS
PERMITFEE
$ 3 a?.
PLUMBINGPERMIT
Filing Fee 20.00
Each Trap
7.00
LOT NO. SUBDIVIh1dNS NAME
PARCEL MAP
Solar or heat pump water heater
23.00
Water piping
15.00
USEOFSTRUCTURE
SF Jd Duplex 0 Mobilehome 0 Other SPECIFY
Each gas water heater or vent
15.00
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
TYPE OF WORK
New eAddition 0 Rernode! 0 Utilities 0 Installation 0 Other 0
Describe Work:
Mobile Home IS I G 1
@20.00
PERMITFEE
E
Contractor
ELECTRICAL PERMIT
Filing Fee 2,0.* 0 0
Main Service 6000v OR LESS
20 A OR LESS
23.00 42-3, CO I
Main Service 200A TO 10 , OOA
46.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in full force and effect.
License Class Lic. No.
OWNER -BUILDER DECLARATION
I hereby affirm under penalty'of perjury that I am exempt from the Contractors License
Law for the following reason:
0 [,as owner of the property, or my employees with wages as their sole compensation,
ill do the work, and the structure is not intended or offered for sale.
Y-71was owner of the property, am axclusively contracting with licensed contractors
to construct'the project.
0 1 am exempt under Sec. Business and Professions Code for this
reason WORKERS' COMPENSA . TION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
0 1 have and will maintain a. certificate of consent to self -insure for workers'
compensLition, as provided for by -section 3700 of the Labor Code, for the
performance of the work for -which this- permit is issued.
0 1 have and will maintain workers' compensation insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' -compensation insurance carrier and policy number are:
Carrier
Policy Number
(The above sections need not be completed if the permit is for work of a valuation
I one hundred dollars ($100) or less.)
01-18clertify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compensation provisions of section 3700 of the Labor Code, I shall
forthwith comply with th
X Date (0-
SignatL#e of ppl* nt wrier b Contractor 0 Agent
An OSHA permit is required for excavations over 60" deep and demolition or construction
of structures over 3 stories in height.
NEW CONST. DWE%NG UP.
S. "J?3L5 3.51.FT'.
OR ADDNS. , . ff
NEW CONST. MULT:-OUTLET
NON-RESID. BRANCH CIRCUITS 97.50
( POWER APPARATUS
& SINGLE OUTLET CIR.
Ex. Occup. ( OUTLET OR FIXTURES 20 @ 1-00
BAL Q .50
FIXED APPUNS..OR
Ex. Occup. ( UTUETS (RESIO) EA 5.00
Temporary Service 23.00
Mobile Home Facilities 20.00
Misc. Wiring 23.00
T_
PERMITFEE $ 1
Contractor
MECHANICAL PERMIT Filing Fee 20.00
Heating
Cooling
Hood 6.50
Ventilation
PERMITFEE
Contractor
Mobile Home Installation Fee Is
Energy lnspectiQr! Fee Is &PV
Occ
CONST. TYPE
TOTAL FEE $ N10
I 11AZ. I OZ5TP3
FLOOD JCDFrCINl
PO I Hn
Plssu
This permit is hereby issued under
of the Butte County Code and/or
indicated above for which fees have
By
PERMIT EXPIRESON
me applicable provisions
Resolutions to do work
been paid.
Date
(Dare)
A
Receiptl,Jo. O?�
� � � . i- P1Ns(.IPJqPPr.TnR r.r)l nrNROD-APPLICANT
� �
al
6x3n
�fYl3
C.OUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILtL'E,CALI'FORNIA95965 -TELEPHONE (916)538-75541
PERMIT APPLICATION DATA SHEET
OWNERV��_F 4b P, A PP 0.0 C;2v
Proposed Building Use _9'�'Building Inspector 62 D te
At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance:
DATE RECEIVED BY
1.
All items have been submitted . ................. ; ......................
2.
Plot plans, 3/4 sets, signed by preparer of plans. . .,,. ( .......................
3.
Complete plans, 3/4 sets signed by preparer of R�Ons . ......................
4.
Engineered plans and caics, 3/4 sets, with wet signature on plans . .............
5.
Hazardous Material Form . ................ * ............................
6.
Energy Design Compliance and supporting documentation . ..................
7.
8'
Statement.of Intent for Non -Heated and A/C Buildings . ......................
Engineered truss details and layout in duplicate (required to check)
19 .
prior plan . ....
Mobilehome data and manufacturer's installation instructions, 2 sets . ........... M
10
Fees of $ . .....................................
Impact fees as shown on attached schedule . .............................. .
7
13.
California Department of Forestry plan approval/fees ......................... .
Flood elevation letter (100 year flqtj�oby .....
�jlr,��rnia Engineer .............. 2�*
±��114.
Sanitation and plot plan approval Health Department
............
5.
City of Chico plumbing permit. . *'**** �v .......
t
r
Plot plan and business license app oval from City of Biggs/Gridley . .....
7 .
Planning approval for (A) Use: (B) Parking: . .........
low A 18.
IC? 19.
Contact Land Dev*elopment about (A) Improvements (B) Drainage .............
Driveway (construction approval required to occupancy).
20.
permit prior
lreln,e6tioA r6�6est
Pre -inspection for required. to Building Inspector AC-- (Date)
21.
Contractor's license information. (No., Name Style, Classification) . ..............
22.
Certificate of Workmans Compensation Insurance . ..........................
23.
Owner -Builder Verification (Given to owner _, Mail to owner ......
:6:�W,2A.
Recorded copy of Agricultural Acknowledgement Statement . ..................
---' 7_ �?5.
Letter of signature authorization . ...........................................
26.
Copy of recorded deed of parcel creatio'n and 60 right of way to a public road.
27.
Letter of intent on building use .......................................
28.
Mobilehome utility clearance . ..........................................
29.
Documentation of legal access . ..................... ; ..................
30.
Documentation of 50% subdivision developed or (A) Road improvements corn
yleted
and (B) Parcel meets zoning area and frontage requirements . ...............
"I
31.
Existing violations/expired permits . .......................................
32.
33.
Plan check list . ................................ N I Z ..............
34.
n you issue theg d4ss as follows: Mail to owner. ',I -Mail to contractor.
r Pic e- offi e. Deliver with inspector.
W� - Telephone - 00d ef �up t orev
Other 0
Parcel Creation 2 (0
Acre'age - Applicant Date 6
Copy of,Haz-Mat formsent .-Health Dept. Fire Dept. _ Air Pollution Date
Copy of plans serif Health Dept. _ Fire Dept. Other Date - By
The following data must be submitted prior
1. Index permit for above item N . W
2. Additional items required: _MeA LA
suance: (Circle new item not checked above).
Contractor, designer, owner, was advised of above required data by _ phone — mail Counter by _ Date
Contractor, designer, owner, was advised of above required data by _ phone — mail Coulnte by_Date
Plans checked by Date Plans approved by —Date
F
Sets of plans on hold in File cabinet AP folder
Copy - Department of Public Works
TO: Building Department
FROM: Environmental Health
SUBJEM Sanitation Clearance
EX us
PWC Phn AuKhad
FIm Phn Anadod tI/
Sent to B.D. —:� — -�L- ;L. T--(
43
\j , /'a
Owner Location AP#
Plan Approved for: Sewage Disposal Water Supply: Public Private Well
Clearance bedroom amW home. Other
f0Kj—
Hold final for:
Final clearance 0. K. for:
Environmental Health Specialist
2/0')
7-2 ;z --
Date
COUNTY OF BUTTE
DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541
OWNER t7r- 4 � L) A. P. # 00, � - 0&0 - // /-/
PROPOSED BUILDING USE
DATE Zoloolq�
�REC. # DATE REC
J L
SCHOOL DISTRICT FEES r'C 0
(paid at District Office)
SHERIFF FEES (paid at Building Division)
Residential ....... x
unit amt.
Commercial (sq.ft.). x
3. URBAN AREA FEES
(paid at Building Division)
Residential (per unit). x
#units amt.
Commercial (sq.ft.). . x
sq.ft. amt.
4
5.
RECREATION DISTRICT FEES
(paid at District Office)
THERMALITO DRAINAGE DISTRICT FEES
$400.00 (paid at Building. Division) ,
SRA FIRE INSPECTION AND PLAN CHECK
$89.00 (paid at Building Division)
7. WATER TENDER FEES
(BATTALION #
$200.00 (paid at Building Division)
8. CSA 87 TRAFFIC FEE
$2500.00 (paid at Building Division)
9. OTHER
At time of permit application, I was advised the above fees are required to be paid prior to issuance of the
permit.
APPLICANT DATE
:�d k4
-4
BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM
(OneForm Per Building)
School District 6.491 O.L.9\t 11() Building Department No.
Jurisdiction: City County
A.P. Number
k . I
PropertyOwner Q-12Z:1�7-7p
-12-9perty Location/Address
Subdivison
Resi�ential Development
Commercial/Industrial
Lot No.
ILI
No. of Living, MHI Addition
Units
New Addition
(Floor Plans reviewed by School District Personnel)
Distric Identifj4tion No.
School District ceirtifies that
(Street
ress)
has complied with the requirements of Resolution No.
representing -a a .31? square feet.
rese
Paid by Check #
Bank Number
Paid by Cash
Sq. Footage "2 a '� 9
(Group R) '
P
Sq. Footage
(Including Exterior
Roofed Areas)
9
D aTe'
(Appli nt)
(Phone Number)
(Zip
by payment of $
AB 2926 $
FULL MITIGATION $
Date
d /0 - � &,.
Remarks: !h�
If, subsequent to the School District Representative signing this Butte County Schools Impact Fee
Certification Form, the School District is notified by the applicable Local Planning Agency that this project-,
is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to
additional school fees to fully mitigate its impact on the school district's schools.
White (applicant.), Yellow (building department), Pink (school district) feeformmki (11/94)dmm
All
LOERKE INSULATION
INSULATION Cr-RTIFICATE
N uftwo-i- _a6FS t r C P:
8918560 P1.01
4. RAISED FLOOR
Ma t ri r la 1 Fiberglass Batt.s Rr�ind i4ame Qchuiier I-nt..
Thickness Onches)
I-hermal Resistance (A -Value)
5, SLAB FLOOR/PERINIETER
IA -1 10 ( 49 1 Drand Wairia
,micknoss (Inches) istance (R -Value)
Thennal Ros
Putirrioter insulation Depth
6. FOUNDATION WALL
Material
Brand Name
Thickness (im,,hes) '(1-termal Resistatice (R -Value)
Declaration
hereby certify that the allovo insulation was installed in ttib building at the above location in conformance
with the CUr(LInt Energv Efficiency Stanctirds for residential buildings (Title 24, Part 6, California Code of
11pulations) as indicated on the Certificate of Cornpli8nr,�t, 'where applicable.
LOERKE TNSULATTON GO. , TNC,
0. Box 7927
G.L.A99150 �f
Item #i---- !31(joaturo, Dafe Chi co, CA, ()SQ27
Installin6 ontractor (Co. VarTi6l
General Contractor (Co. Name) OR Ov,,ner
i g n —at u ( 6'._'U_3t7P —_ (C_6._N_i'n_ieFOR__
General Contractor (Co. Name) OR Owner
I t,�,Ft I-ns-t-aiii-n—gsubcont.ractor FUR— -
General Contractor (Co, Narne) OR Owner
-Hdvis6d July 1995
----------------------- -------------------------------------------------------------------------
vision
Description of lostallation
1. ROOF
Nia ter it) I
Brand NEIQ)t)
ThIcknosS Oriches)
Thernial Resistance (R -Value)
2. CEILING
Batt or Eilan�at Type _ Fiberp'lass
barts Brand Name Schullp-r 'lr)t
Thickness (jrcl-jes)
Thermal FIes;______
'Stance (R-Valklo) IP 3 (11
Looso Fill Type
%
13(and Name Sc'hjllet- ITIt
COWWWT/S 1-11111 ir-Istailed weight/ftld A I b Minir-nurn thickness
WA n LI f, -i G� tur0r's ii)stalled Weight j.)er 3quare.foot to achieve Therr-nal Resistance (A-Valtiti)
I
3. F,XTE100141 WALI
Fr8fiio Type
A. Cavily InSulation
Material P11),erp-lass Batts
Thickness Onches)
Brandl"Jame Schtfl',(-T� Fr)V.
Thermal Resistance (R -Value)
8 . Exterior- Fourn Sheaihlnu
Matetial
Narne
Thicknoss ('11610S)
4. RAISED FLOOR
Ma t ri r la 1 Fiberglass Batt.s Rr�ind i4ame Qchuiier I-nt..
Thickness Onches)
I-hermal Resistance (A -Value)
5, SLAB FLOOR/PERINIETER
IA -1 10 ( 49 1 Drand Wairia
,micknoss (Inches) istance (R -Value)
Thennal Ros
Putirrioter insulation Depth
6. FOUNDATION WALL
Material
Brand Name
Thickness (im,,hes) '(1-termal Resistatice (R -Value)
Declaration
hereby certify that the allovo insulation was installed in ttib building at the above location in conformance
with the CUr(LInt Energv Efficiency Stanctirds for residential buildings (Title 24, Part 6, California Code of
11pulations) as indicated on the Certificate of Cornpli8nr,�t, 'where applicable.
LOERKE TNSULATTON GO. , TNC,
0. Box 7927
G.L.A99150 �f
Item #i---- !31(joaturo, Dafe Chi co, CA, ()SQ27
Installin6 ontractor (Co. VarTi6l
General Contractor (Co. Name) OR Ov,,ner
i g n —at u ( 6'._'U_3t7P —_ (C_6._N_i'n_ieFOR__
General Contractor (Co. Name) OR Owner
I t,�,Ft I-ns-t-aiii-n—gsubcont.ractor FUR— -
General Contractor (Co, Narne) OR Owner
-Hdvis6d July 1995
----------------------- -------------------------------------------------------------------------
S 916 5713 1825 1 / 2 2/ 0 9: 5 9 P C, I
OWM: jka MJIU)TNG PEMMXT
6k-
BU=DfG LDCATION.-
-/-/ �520
Ali instAll4ldh can0=6 IS required to be paved at the butkiing she crior to the issivance of the occupancy parmIL This
may be used to meet than* rsqu0monm. All a131364hca cateWes listed below are, in* mcgumi squipmem: kwaikA NOT* thaj
the atft6incy and I type of the appliance insmilso must be eaulvaient at boner inart it#* acollerwo apedflad an ilia Cartilkwe of
Compliance (CF. I R). This cartificze (or its equivalent) shall be prepared and signed by the pww(sl amming avard
to soonmawty tof the appsar= Ina"ation,
1, the undemignod. verdy t"t the equic=nt listed in the =*gory above my Signstum Is the a=&) equipment ingaUd vW
that the equipment meals or axaceds IMS MQuirernents of tile Appita= "Iciamy Stanclards. In addl*m. I have vwdW that
trio squioment is equivalent to or more aftiant than the squipmorn smWied art the Coniffewe of Cximptiance stbmittea I*
dornonstme oompflanes with the Energy Lfficiancy Slandenft for ravidentfaJ bulWhgv.
A,
KVAC -Symms
Note. Hyamnio boost Irliarmation is *Merva hem. Other hydranic at combined hydranic squ,jamehi is low under
Water Hoaainq Systems.
Hatung 64wip. c9c ca"it4d
Type (fumacs, Menvi. Make, &
Actium
11110iormy
Distribute"
Type and
DUM Of
1kiping
H"Ung L"d fteopq
Dow* ovw, &MID"MM
heat puma. otW�����FUVL
etc.)
Ucation
. ........
00011no doulp. Campreew Un
TYPIP (air aancL, ManuiL Make, 4
%afi,r -.,- -- % IB - - - A
9ff IcianCY
Typeanid
Duo or
Piping
'The buiidV'q*0"19M hem Ion &no design heal gain rats have been osterm1med using 9 M61,110d sPodIW In 3"Wrl 130(h) Of
tn*'FnwW Effidloncl Stosidards. and are two Of the Marla usea-for equipment sbing and soia=n.
&VA ox urs
940 HVAC Suoonnsw'(Co. M601 or derwai QMMCM at ow"ar
WATT01 HEATING SYSTUMS
aAam i Law"
Wolof Meating CEO rurtfflecj RAlod' Tsn� ftwor or Tanst
3y*18M -type Manut. Moka& Input IkW capbatty Mocwv" I
Morsoo Ila. etr�) Maget N rriq sign b Imiation
A 11�-� 11U--- - of im"ons—)— of IG!"61 UUM (z 111-volus
L ......... ........ L ... . . . ... .....
WWI-*
f'V 0" std:d9f 4FAMC MOUI S '-��R,0003 ZCZJ
ututhr). ejettric resawflan, ano hhat pump Wot" hostors. 641 Enatqy Fomr.
;:Or targe gas a tatoge weldw riftleft Jr4s" 11jout "-5.000 Stwhel. fist Raloo 1nout. F10mvery ammoney &me Stantoy Laos,
FOr IntianjanmNX Cps Wove? "ffiffi,&M. lixt P21AC Inaut am
Fgr twagIs'ps. list Aetm te4m.
PAUCZT
3 SHOWER HEADS
Ail laucall 4no snowerneacs install*c are lisioc in trio CQrhrnjg8,Qn . S'pirs=ry ot (:*R#la,3 paucets and $hOwsmeacs,
oursuant #,z rills 24. Pan 6. Suocnaoter 2, Secilon I 11.
a emu Al (o;
1 Data
M star (C4, Nam P or Qwww canuawl or 0"W
MIS COMFICAT-2 MUST BE PROVIDED 'TO', BUMiNG
APPROV4L AKM A MPY SHAU SE DEPAMENT pRIOR M FMAL INSFEMON
POSM'WMIZN 171E BU=IXG.
JANUARY 1993L
J, I
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7:1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - -
57-- 1825 11-2: 96. 09'.."S P 0 1
m ING' (YOM.
m.." ---, �ju- Buu5pTyc; PL91a
An instaitstion cartusems Ls reoWtuct to 69 ocated at the bulkhng sia arior IhwizSU4ncPOfthQQcQ4MMpwMfL rfftk=
All =pfiartca categan6a 4t*d siawatsiheacmia equomominowieci. Mtethac
i,
the Stficency 94nd tyot of Ilia anplia imstUpo must bib ecuiYawnt at a sr inun in* scoMms apoo4ov an the catilkno of
104%
Comoliance CF-iA This cisrutiome /,or h3 equivaient shall be Oparew:
T*d by the P*ft"($) abummg Ovs"w
11PAOCAU911it r tot Inc bar= In4atiquan.
t?'*, unawsignad,wdy WANVIO 'OqYIpMQnI fiOla 'in Thetatogary agmwe signours isthe *=a) "uipmemirw"ad and
tPoot f"* AAsl;mma�p moove mr ovemasix Ma it tho Ae4v�41wr�o PV6-taftw -,Rjsnmxmv. in &r1mitim". I hnva vwdtad that
- t.� , - : -!:. -- -, - - t �
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4� �i' :+- +. I + * 4 * -t t; -+; ;�. .;� 't; + J. ��, j, .+ :J, �;L� .4; + j :++ t + j, + .+, .+. :+ t� +. + + t 4 T +. f 4 1 , t. i t, .+ t i. 4 i 4 .* f f j i q J, *, �+ -� .4. + .4, :+: ,+:
T
T P PA H A U T
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6, 4 �4 4
PE C.E 1 V E
+
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110%, —1.2, 21 0 9 .1 0 E.
4� �i' :+- +. I + * 4 * -t t; -+; ;�. .;� 't; + J. ��, j, .+ :J, �;L� .4; + j :++ t + j, + .+, .+. :+ t� +. + + t 4 T +. f 4 1 , t. i t, .+ t i. 4 i 4 .* f f j i q J, *, �+ -� .4. + .4, :+: ,+:
STRUCTURAL.
CALCULATIONS
(-D
D 'a t e A -P eA LO) lc�0�4'
Prep'ared By
ESS/,
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,Chico C a. .9.5 9 2 8
BUS/Fax (916)".3.43-0500*
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Project: Job;i No. 5heet -L of -LO
t+vg
Peoiened by: (XA Checked by: L)ate: 4 -10 -7'e -
57 Flumwood Cour� Chico, CA 9592b Due, / FAX (916) 343-0500
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pcoionecl by: 'cax�,- . -Checked t3y:
57 Flumwoo6i Cour� Chico, CA 95928 Duo / FAX (916) 345-0500
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..............
Project;: JobNo. 5heet 3 of
0 0 oalvj HO
Peoigned by: Checked by: Pate:
57 Plumwood Cour� Chico, CA 9592b Duo / FAX (916) 345-0500
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ISO% 0 %--Z—
Roof Beam [94 UBC (91 NDS)] Ver. 3.06
By: CARL ANDERSON, ANDERSON ENGINEERING CONSLTS on: 04-11-1996
Project: DRAPER Location: MASTER BR. HALLWAY
Beam Data:
Span:
Maximum Unbraced Span:
Pitch Of Roof -
Live Load Deflect. Criteria:
Total Load Deflect. Criteria:
Beam Loading:
Live Load:
Roof Loaded Area:
Area Adjusted For Roof Pitch:
Roof Live Load Method: 1
Side One: Roof Dead Load:
Roof Rafter Tributary Width:
Side Two: Roof Pead Load:
Roof Rafter Tributary Width:
Roof Duration Factor:
Slope Adjusted Lengths and Loads:
Adjusted Beam Length:
Beam Live Load W/ Slope Red'n:
Beam Self Weight:
Beam Total Dead Load:
Total Maximum Load:
Controlling Total Design Load:
Properties For: #2- DOUGLAS FIR -LARCH
Bending Stress:
Shear Stress:
Modulus of Elasticity:
Stress Perpendicular to Grain:
Adjusted Properties
Fb' (Tension):
Adjustment Factors: Cd = 1.25 Cl 1.00 Cf= 1. 10
Fv':
Adjustment Factors: Cd = 1.25
Design Requirements:
Maximum Moment:
Shear (@ d from beam end):
Comparisons With Required Sections:
Section Modulus:
Area:
Moment of Inertia:
L=
6.0
FT
Lu=
.0
FT
RP=
7.00
:12
L/
240
PLF
L/
180
PLF
RCLL=
16
PST
RLA=
66
SF
RLAadj=
76
SF
RDL(l) =
12
PSF
RTW(l) =
11.0
FT
RDL(2)=
0
PSF
RTW(2)=
.0
FT
RDF=
1.25
Ladj =
6.0
FT
BLL=
176
PLF
BSW=
10
PLF
TDL=
162
PLF
TML=
338
PLF
CTL=
338
PLF
Fb=
875
PSI
Fv=
95
PSI
E=
1600000
PSI
Fcjxrp= 625 PSI
FbI= 1203 PSI
Fv'= 119 PSI
M= 1523 FT LB
V= 698 LBS
Sreq=
16
IN3
S=
73
IN3
Areq=
9
IN2
A=
39
IN2
Ireq=
16
IN4
I=
415
IN4
Section Adequate By: 78 % Controlling Factor: Area
Deflections:
Dead Load:
Live Load:
Total Load:
Reactions (Each End):
Live Load:
Dead Load:
Total Load:
Bearing Length Reqd.:
Summary: 3.50 x 11.25 #2 - DOUGLAS FIR -LARCH - Dry Use
DLD=
0.01
IN
LLD=
0.01
IN = L/9322
TLD=
0.01
IN = L/4848
LL=
528
LBS
DL=
487
LBS
TL=
1015
LBS
BL=
.46
IN
�-" /1' 0
Roof Beam [94 UBC (91 NDS)] Ver. 3.06
By: CARL ANDERSON, ANDERSON ENGINEERING CONSLTS on: 04-11-1996
Project: DRAPER Location: PORCH
Beam Data:
Span:
L=
14.5
FT
Maximum Unbraced Span:
Lu=
.0
FIP
Pitch Of Roof-
RP=
7.00
:12
Live Load Deflect. Criteria:
L/
240
Total Load Deflect. Criteria:
L/
180
Beam Loading:
Live Load:
RCLL=
16
PSF
Roof Loaded Area:
RLA=
73
SF
Area Adjusted For Roof Pitch:
RLAadj
84
SF
Roof Live Load Method: I
Side One: Roof Dead Load:
RDL(I)=
12
PSF
Roof Rafter Tributary Width:
RTW(I)=
3.0
FT
Side Two: Roof Dead Load:
RDL(2)=
12
PSF
Roof Rafter Tributary Width:
RTW(2)=
2.0
FT
Roof Duration Factor:
RDF=
1.25
Slope Adjusted Lengths and Loads:
Adjusted Beam Length:
Ladj
14.5
FT
Beam Live Load W/ Slope Red'n:
BLL=
80
PLF
Beam Self Weight:
BSW=
10
PLF
Beam Total Dead Load:
TDL=
79
PLF
Total Maximum Load:
TML=
159
PLF
Controlling Total Design Load:
CTL=
159
PLF
Properties For: #2- DOUGLAS FIR -LARCH
Bending Stress:
Fb=
875
PSI
Shear Stress: '
Fv=
95
PSI
Modulus of Elasticity:
E=
1600000
PSI
Stress Perpendicular to Grain:
Fc_perp
625
'PSI
Adjusted Properties
Fb' (Tension):
Fbl
1203
PSI
Adjustment Factors: Cd= 1.25 Cl 1.00 Cf= 1. 10
Fv':
Fv'=
119
PSI
Adjustment Factors: Cd = 1.25
Design Requirements:
Maximum Moment:
M=
4180
FT LB
Shear (@ d from beam end):
V
1004
LBS
Comparisons With Required Sections:
Section Modulus:
Sreq=
42
IN3
S=
73
IN3
Area:
Areq=
.13
IN2
A=
39
IN2
Moment of Inertia:
Ireq=
103
IN4
I=
415
IN4
Section Adequate By: 44 % Controlling Factor: Section Modulus
Deflections:
Dead Load:
DLD=
0.12
IN
Live Load:
LLD=
0.12
IN = L/1453
Total Load:
TLD=
0.24
IN = L/731
Reacti6ns (Each End):
Live Load:
LL=
580
LBS
Dead Load:
DL=
573
LBS
Total Load:
TL=
1153
LBS
Bearing Length Reqd.:
BL=
.53
IN
Summary: 3.50 x 11.25 #2 - DOUGLAS FIR -LARCH - Dry Use
-V1,0
V7
_�O% 11-0�40.5t_
Roof Beam [94 UBC (91 NDS)] Ver. 3.06
By: CARL ANDERSON, ANDERSON ENGINEERING CONSLTS on: 04-11-1996
Prnii-nt: DRAPER Location: GARAGE HEADER
Beam Data:
Span:
Maximum Unbraced Span:
Pitch Of Roof:
Live Load Deflect. Criteria:
Total Load Deflect. Criteria:
Beam Loading:
Live Load:
Roof Loaded Area:
Area Adjusted For Roof Pitch:
Roof Live Load Method: 1
Side One: Roof Dead Load:
Roof Rafter Tributary Width:
Side Two: Roof Dead Load:
Roof Rafter Tributary Width:
Roof Duration Factor:
Slope Adjusted Lengths and Loads:
Adjusted Beam Length:.
Beam Live Load W/ Slope Red'n:
Beam Self Weight:
Beam Total Dead Load:
Total Maximum Load:
Controlling Total Design Load:
Properties For: #1 & Btr- DOUGLAS FIR -LARCH
Bending Stress:
Shear Stress:
Modulus of Elasticity:
Stress Perpendicular to Grain:
Adjusted Properties
Fb' (Tension):
Adjustment Factors: Cd= 1.25 Cl= 1.00
Fv':
Adjustment Factors: Cd= 1.25
Design Requirements:
Maximum Moment:
Shear (@ d from beam end):
Comparisons With Required Sections:
Section Modulus:
Area:
Moment of Inertia:
Section Adequate By: 2 % Controlling Factor: Section Modulus
Deflections:
Dead Load:
Live Load:
Total Load:
Reactions (Each End):
Live Load:
Dead Load:
Total Load:
Bearing Length Reqd.:
Summary: 3.50 x 13.25 #1 & Btr - DOUGLAS FIR -LARCH - Dry Use
L=
16.0
FT
Lu=
.0
FT
RP=
7.00
: 12
L/
240
IN3
L/
180
IN2
RCLL=
14
PSF
RLA=
208
SF
RLAadj=
241
SF
RDL(l) =
12
PSF
RTW(l) =
2.0
FT
RDL(2)=
12
PSF
RTW(2)=
11.0
FT
RDF=
1.25
Ladj =
16.0
FT
BLL=
182
PLF
BSW=
I I
PLF
TDL=
192
PLF
TML=
374
PLF
CTL=
374
PLF
Fb=
1150
PSI
Fv=
95
PSI
E=
1800000
PSI
Fc_perp=
625
PSI
Fb'= 1437 PSI
Fv'= 119 PSI
M=
11964
FT LB
V =
2578
LBS
Sreq=
100
IN3
S =
102
IN3
Areq=
33
IN2
A=
46
IN2
Ireq=
288
IN4
I=
678
IN4
DLD=
0.23
IN
LLD=
0.22
IN = L/874
TLD=
0.45
IN = L/425
LL=
1456
LBS
DL=
1535
LBS
TL=
2991
LBS
BL=
1.37
IN
ello
Wood Column [94 UBC (91 NDS)] Ver. 3 * 06
By: CARL ANDERSON, ANDERSON ENGINEERING CONSLTS on: 04-11-1996
Project: DRAPER Location: GARAGE HEADER
POST
Axial Loads
Live Loads:
LL=
1456
LBS
Dead Loads:
DL=
1535
LBS
Total Loads:
TL=
2991
LBS
Column Data
Length:
L=
7.0
FT
Column End Condition:
Ke=
1.0
Eccentricity X Axis:
ex=
1.0
IN
Eccentricity Y Axis:
ey=
1.0
IN
Column Design Stresses
Compressive Stress:
Fc parl=
1300
PSI
Modulus of Elasticity:
E=
1600000
PSI
Bending Stress:
Fbx=
875
PSI
Bending Stress:
Fby=
875
PSI
Adjusted Properties
Fbx':
Fbx'=
1313
PSI
Adjustment Factors: Cd 1.00 Cf = 1. 50
Fby$:
Fby'=
1313
PSI
. Adjustment Factors: Cd= 1.00 Cf = 1.50
Fc'(parallel):
Fc'parl
707
PSI
Adjustment Factors: Cd = 1. 00 Cf = 1. 15 Cp 0. 47
Critical Buckling Design Value
Fbe=
1190680000
Controlling Direction: Y Axis
Compressive Stress:
fc =
244
PSI
Allowable Compressive Stress:
Fc' =
707
PSI
Column Properties
Area:
A=
12.25
IN 2
Section Modulus X:
Sx=
7.1
IN 3
Section Modulus Y:
SY=
7.1
IN 3
Length Depth Ratio:
Lex/dx=
24.0
Ley/dy=
.0
Column Bending Calculations
Eccentricity Moment X Axis:
Mx=
2991
IN LBS
Eccentricity Moment Y Axis:
MY=
2991
IN LBS
Bending Stress X Axis:
fbx=
419
PSI
Bending Stress Y Axis:
fby =
419
PSI
Allowable Bending Stress (X Axis):
F'bx=
1313
PSI
Allowable Bending Stress (Y Axis):
F -by=
1313
PSI
Combined Stress Factor:
CSF=
0.92
Column Adequate By: 8 %
Base Reactions
Live:
TLL=
1456
LBS
Dead:
TDL=
1559
LBS
Total:
TTL=
3015
LBS
Maximum Unbraced Length (X):
Lx=
7.00
FT
Maximum Unbraced. Length (Y):
LY=
.00
FT
Column Section (X):
dx=
3.50
IN
Column Section (Y):
dy=
3.50
IN
Summary: 3.50 x 3.50 #2 - DOUGLAS FIR -LARCH - Dry Use
Square Footing Ver. 3.06
By: CARL ANDERSON, ANDERSON ENGINEERING CONSLTS on: 04-11-1996
Prniect: DRAPER Location: GARAGE HEADER FOOTING
Footing Properties:
Concrete compressive strength:
Reinforcing steel yield stren
Allowable soil bearing pressure:
Effective soil bearing pressure:
Concrete reinforcement cover:
Footing Loads:
Live Load:
Dead Load:
Total Load:
Ultimate factored load:
Footing Size Selection:
Required footing area:
Minimum footing size required:
Selected Size:
Length:
Width:
Area:
Ultimate bearing pressure:
Column Base Dimensions:
Length:
Width:
Footing depth based on shear stresses:
Selected footing depth:
Effective steel depth:
Punching Stress Calculations:
Critical perimeter:
Punching shear:
Punching shear stress:
Allowable punching shear stress:
Beam shear stress calculations:
Beam shear:
Beam shear stress:
Allowable beam shear stress:
Reinforcement Requirements:
Factored moment:
Concrete compressive block depth:
Minimum Steel Requirements:
Steel required based on moment:
Based on temp. shrinkage:
Based on 4/3 As required:
Controlling reinforcing steel:
Selected reinforcement:
Reinforcement Adequate
Footing Summary:
Size:
Depth:
Reinforcement:
Or:
Footing Size Adequate
Base Plate Adequate
Footing Depth Adequate
PER SECTION 1923.10.31
REiNFORCEMENT MAY BE OMITTED.,
F'c=
2500
PSI
Fy=
40000
PSI
Qs=
1000
PSF
Qe=
850
PSF
C=
3
IN
LL=
1456
LBS
DL=
1535
LBS
TL=
2991
LBS
Pu=
4624
LBS
Areq=
3.52
SF
Lreq=
1.88
FT
L=
2.00
FT
W=
2.00
FT
A=
4.00
SF
Qu=
1156
PSF
1=
4
IN
W=
4
IN
D=
12
IN
d=
8.25
IN
Bo=
49
IN
Vul=
3419
LBS
vul=
10
PSI
VC1 =
200
PSI
Vu2=
337
LBS
vu2=
2
PSI
vc2=
100
PSI
Mu=
9634
IN LBS
a=
0.03
IN
As(l) =
0.02
IN2/FT
As(2) =
0.29
IN2/FT
As(3) =
0.02
IN2/FT
As reqd=
0.29
IN2/FT
#4 BARS @ 6.00 IN. O.C.
As=
.39
IN2/FT
2.00 FT. X 2.00 FT
D= 12 IN.
#4 BARS @ 6.00 IN O.C. E/W
(4) #4 BARS E/W
to
STRUC TURAL
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-SOI�6 N�%_ 41, Ce 0 %—,Z—
Roof Beam [94 UBC (91 NDS)] Ver. 3.06
By: CARL ANDERSON, ANDERSON ENGINEERING
CONSL TS on: 04-11-1996
Project: DRAPER Location: MASTER BR. HALLWAY
Beam Data:
Span:
L=
6.0
FT
Maximum Unbraced Span:
Lu=
.0
FT
Pitch Of Roof:
RP=
7.00
:12
Live Load Deflect. Criteria:
L/
240
Total Load Deflect. Criteria:
L/
180
Beam Loading:
Live Load:
RCLL=
16
PSF
Roof Loaded Area:
RLA=
66
SF
Area Adjusted For Roof Pitch:
RLAadj =
76
SF
Roof Live Load Method: 1
Side One: Roof Dead Load:
RDL(I) =
12
PSF
Roof Rafter Tributary Width:
RTW(l) =
11.0
FT
Side Two: Roof Dead Load:
RDL(2) =
0
PSF
Roof Rafter Tributary Width:
RTW(2)=
.0
FT
Roof Duration Factor:
RDF=
1.25
Slope Adjusted Lengths and Loads:
Adjusted Beam Length:
Ladj
6.0
FT
Beam Live Load W/ Slope Red'n:
BLL=
176
PLF
Beam Self Weight:
BSW=
10
PLF
Beam Total Dead Load:
TDL=
162
PLF
Total Maximum Load:
TML=
338
PLF
Controlling Total Design Load:
CTL=
338
PLF
Properties For: #2- DOUGLAS FIR -LARCH
Bending Stress:
Fb=
875
PSI
Shear Stress:
Fv=
95
PSI
Modulus of Elasticity:
E=
1600000
PSI
Stress Perpendicular to Grain:
Fc_perp
625
PSI
Adjusted Properties
Fb' (Tension):
Fb'=
1203
PSI
Adjustment Factors: Cd = 1. 25 Cl 1. 00 Cf= 1. 10
Fv':
Fv'=
119
PSI
Adjustment Factors: Cd = 1.25
Design Requirements:
Maximum Moment:
M=
1523
FT LB
Shear (@ d from beam end):
V=
698
LBS
Comparisons With Required Sections:
Section Modulus:
Sreq=
16
IN3
S =
73
IN3
Area:
Areq=
9
IN2
A=
39
IN2
Moment of Inertia:
Ireq=
16
IN4
I=
415
IN4
Section Adequate By: 78 % Controlling Factor: Area
Deflections:
Dead Load:
DLD=
0.01
IN
Live Load:
LLD=
0.01
IN = L/9322
Total Load:
TLD=
0.01
IN = L/4848
Reactions (Each End):
Live Load:
LL=
528
LBS
Dead Load:
DL=
487
LBS
Total Load:
TL=
1015
LBS
Bearing Length Reqd.:
BL=
.46
IN
Summary: 3.50 x 11.25 #2 - DOUGLAS FIR -LARCH - Dry Use
�'
,�OT2. -4-1- qc,(� Z_
Roof Beam [94 UBC (91 NDS)] Ver. 3.06
By: CARL ANDERSON, ANDERSON ENGINEERING CONSLTS on: 04-11-1996
Project: DRAPER Location: PORCH
Beam'Data:
Span:
L=
14.5
FT
Maximum Unbraced Span:
LU=
.0
FT
Pitch Of Roof-
RP=
7.00
:12
Live Load Deflect. Criteria:
L/
240
Total Load Deflect. Criteria:
L/
180
Beam Loading:
Live Load:
RCLL=
16
PSF
Roof Loaded Area:
RLA=
73
SF
Area Adjusted For Roof Pitch:
RLAadj =
84
SF
Roof Live Load Method: I
Side One: Roof Dead Load:
RDL(l) =
12
PSF
Roof Rafter Tributary Width:
RTW(I) =
3.0
FT
Side Two: Roof Dead Load:
RDL(2)=
12
PSF
Roof Rafter Tributary Width:
RTW(2)=
2.0
FT
Roof Duration Factor:
RDF=
1.25
Slope Adjusted Lengths and Loads:
Adjusted Beam Length:
Ladj
14.5
FT
Beam Live Load W/ Slope Red'n:
BLL=
80
PLF
Beam Self Weight:
BSW=
10
PLF
Beam Total Dead Load:
TDL=
79
PLF
Total Maximum Load:
TML=
159
PLF
Controlling Total Design Load:
CTL=
159
PLF
Properties For: #2- DOUGLAS FIR -LARCH
Bending Stress:
Fb=
875
PSI
Shear Stress:
Fv=
95
PSI
Modulus of Elasticity:
E=
1600000
PSI
Stress Perpendicular to Grain:
Fc_perp
625
'PSI
Adjusted Properties
Fb' (Tension):
FbI=
1203
PSI
Adjustment Factors: Cd = 1.25 C1 1.00 Cf= 1. 10
Fv':
Fv'=
119
PSI
Adjustment Factors: Cd = 1.25
Design Requirements:
Maximum Moment:
M=
4180
FT LB
Shear (@ d from beam end):
V=
1004
LBS
Comparisons With Required Sections:
Section Modulus:
Sreq=
42
IN3
S=
73
IN3
Area:
Areq=
13
IN2
A=
39
IN2
Moment of Inertia:
Ireq=
103
IN4
I=
415
IN4
Section Adequate By: 44% Controlling Factor: Section Modulus
Deflections:
Dead Load:
DLD=
0.12
IN
Live Load:
LLD=
0.12
IN = L/1453
Total Load:
TLD=
0.24
IN = L/731
Reactions (Each End):
Live Load:
LL=
580
LBS
Dead Load:
DL=
573
LBS
Total Load:
TL=
1153
LBS
Bearing Length Reqd.:
BL=
.53
IN
Summary: 3.50 x 11.25 #2 - DOUGLAS FIR -LARCH - Dry Use
7ho
Roof Beam [94 UBC (91 NDS)] Ver. 3.06
By: CARL ANDERSON, ANDERSON ENGINEERING CONSLTS on: 04-11-1996
Project: DRAPER Location: GARAGE HEADER
Beam Data:
Span:
L=
16.0
FT
Maximum Unbraced Span:
Lu=
.0
FT
Pitch Of Roof:
RP=
7.00
:12
Live Load Deflect. Criteria:
L/
240
Total Load Deflect. Criteria:
L/
180
Beam Loading:
Live Load:
RCLL=
14
PSF
Roof Loaded Area:
RLA=
208
SF
Area Adjusted For Roof Pitch:
RLAadj =
241
SF
Roof Live Load Method: I
Side One: Roof Dead Load:
RDL(I) =
12
PSF
Roof Rafter Tributary Width:
RTW(I) =
2.0
FT
Side Two: Roof Dead Load:
RDL(2)=
12
PSF
Roof Rafter Tributary Width:
RTW(2)=
11.0
FT
Roof Duration Factor:
RDF=
1.25
Slope Adjusted Lengths and Loads:
Adjusted Beam Length:
Ladj
16.0
FT
Beam Live Load W/ Slope Red'n:
BLL=
182
PLF
Beam Self Weight:
BSW=
I I
PLF
Beam Total Dead Load:
TDL=
192
PLF
Total Maximum Load:
TML=
374
PLF
Controlling Total Design Load:
CTL=
374
PLF
Properties For: #1 & Btr- DOUGLAS FIR -LARCH
Bending Stress:
Fb
1150
PSI
Shear Stress:
Fv=
95
PSI
Modulus of Elasticity:
E=
1800000
PSI
Stress Perpendicular to Grain:
Fc_perp =
625
PSI
Adjusted Properties
Fb' (Tension):
Fb' =
1437
PSI
Adjustment Factors: Cd = 1.25 Cl 1.00
Fv':
Fv'=
119
PSI
Adjustment Factors: Cd = 1.25
Design Requirements:
Maximum Moment:
M=
11964
FT LB
Shear (@ d from beam end):
V
2578
LBS
Comparisons With Required Sections:.
Section Modulus:
Sreq=
100
IN3
S=
102
IN3
Area:
Areq=
33
IN2
A=
46
IN2
Moment of Inertia:
Ireq=
288
IN4
1
678
IN4
Section Adequate By: 2% Controlling Factor: Section Modulus
Deflections:
Dead Load:
DLD=
0.23
IN
Live Load:
LLD=
0.22
IN = L/874
Total Load:
TLD=
0.45
IN = L/425
Reactions (Each End):
Live Load:
LL=
1456
LBS
Dead Load:
DL=
1535
LBS
Total Load:
TL=
2991
LBS
Bearing Length Reqd.:
BL=
1.37
IN
Summary: 3.50 x 13.25 #1 & Btr - DOUGLAS FIR -LARCH - Dry Use
G/to
I -tl- 0� (o 0 -�- 7—
Wood Column J§4 UBC (91 NDS Ver. 3.06
By: CARL ANDERSON, ANDERSON ENGINEERING CONSLTS on: 04-11-1996
Project: DRAPER Location: GARAGE HEADER POST
Axial'Loads
Live Loads:
LL=
1456
LBS
Dead Loads:
DL=
1535
LBS
Total Loads:
TL=
2991
LBS
Column Data
Length:
L=
7.0
FT
Column End Condition:
Ke=
1.0
Eccentricity X Axis:
ex=
1.0
IN
Eccentricity Y Axis:
ey=
1.0
IN
Column Design Stresses
Compressive Stress:
Fc parl=
1300
PSI
Modulus of Elasticity:
E=
1600000
PSI
Bending Stress:
Fbx=
875
PSI
Bending Stress:
Fby=
875
PSI
Adjusted Properties
Fbx':
Fbx' =
1313
PSI
Adjustment Factors: Cd = 1. 00 Cf 1. 50
Fby':
Fby' =
1313
PSI
Adjustment Factors: Cd = 1.00 Cf= 1. 50
Fc'(parallel):
Fc'parI =
707
PSI
Adjustment Factors: Cd= 1.00 Cf= 1. 15 Cp=0.47
Critical Buckling Design Value
Fbe =
1190680000
Controlling Direction: Y Axis
Compressive Stress:
fc =
244
PSI
Allowable Compressive Stress:
Fc'=
707
PSI
Column Properties
Area:
A=
12.25
IN 2
Section Modulus X:
Sx=
7.1
IN 3
Section Modulus Y:
SY=
7.1
IN 3
Length Depth Ratio:
Lex/dx=
24.0
Ley/dy=
.0
Column Bending Calculations
Eccentricity Moment X Axis:
Mx=
2991
IN LBS
Eccentricity Moment Y Axis:
MY=
2991
IN LBS
Bending Stress X Axis:
fbx =
419
PSI
Bending Stress Y Axis:
fby =
419
PSI
Allowable Bending Stress (X Axis):
F'bx=
1313
PSI
Allowable Bending Stress (Y Axis):
F'by =
1313
PSI
Combined Stress Factor:
CSF=
0.92
Column Adequate By: 8 %
Base Reactions
Live:
TLL=
1456
LBS
Dead:
TDL=
1559
LBS
Total:
TTL=
3015
LBS
Maximum Unbraced Length (X):
Lx=
7.00
FT
Maximum Unbraced Length (Y):
LY=
.00
FT
Column Section (X):
dx=
3.50
IN
Column Section (Y):
dy=
3.50
IN
Summary: 3.50 x 3.50 #2 - DOUGLAS FIR -LARCH - Dry Use
V/D
-� C)% -t'- C'\ (' C,
Square Footing Ve�. 3.06
By: CARL ANDERSON, ANDERSON ENGINEERING CONSLTS on: 04-11-1996
Proiect: DRAPER Location: GARAGE HEADER FOOTING
Footing Properties:
Concrete compressive strength:
Reinforcing steel yield strength:
Allowable soil bearing pressure:
Effective soil bearing pressure:
Concrete reinforcement cover:
Footing Loads:
Live Load:
Dead Load:
Total Load:
Ultimate factored load:
Footing Size Selection:
Required footing area:
Minimum footing size required:
Selected Size:
Length:
Width:
Area:
Ultimate bearing pressure:
Cohimn Base Dimensions:
Length:
Width:
Footing depth based on shear stresses:
Selected footing depth:
Effective steel depth:
Punching Stress Calculations:
Critical perimeter:
Punching shear:
Punching shear stress:
Allowable punching shear stress:
Beam shear stress calculations:
Beam shear:
Beam shear stress:
Allowable beam shear stress:
Reinforcement Requirements:
Factored moment:
Concrete compressive block depth:
Minimum Steel Requirements:
Steel required based on moment:
Based on temp. shrinkage:
Based on 4/3 As required:
Controlling reinforcing steel:
Selected reinforcement:
Reinforcement Adequate
Footing Summary:
Size:
Depth:
Reinforcement:
Or:
Footing Size Adequate
Base Plate Adequate
Footing Depth Adequate
PER SECTION 1923.10.32
HER-iNFORCEMENT MAY BE OMITTED.
F'c=
2500
PSI
Fy=
40000
PSI
Qs=
1000
PSF
Qe=
850
PSF
C=
3
IN
LL=
1456
LBS
DL=
1535
LBS
TL=
2991
LBS
PIU=
4624
LBS
Areq=
3.52
SF
Lreq=
1.88
FT
L=
2.00
FT
W=
2.00
FT
A=
4.00
SF
QU=
1156
PSF
1=
4
IN
W=
4
IN
D=
12
IN
d=
8.25
IN
Bo=
49
IN
Vul =
3419
LBS
vul =
10
PSI
vcI =
200
PSI
Vu2=
337
LBS
vu2=
2
PSI
vc2 =
100
PSI
Mu=
9634
IN LBS
a=
0.03
IN
As(l) =
0.02
IN2/FT
As(2) =
0.29
IN2/FT
As(3) =
0.02
IN2/FT
As reqd=
0.29
IN2/FT
#4 BARS a 6.00 IN. O.C.
As=
.39
IN2/FT
2.00 FT. X 2.00 FT
D= 12 IN.
#4 BARS @ 6.00 IN O.C. E/W
(4) #4 BARS E/W
to I t C)
STRUCTURAL
CALCULATIONS
PwX-o I&
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So% 0
Roof Beam [94 UBC (9 1. NDS)] Ver. 3.06
By: CARL ANDERSON, ANDERSONIENGINEERING
CONSLTS on: 04-11-1996
Project: DRAPER Location: -MASTER BR. HALLWAY
Beam Data:
Span:
L=
6.0
FT
Maximum Unbraced Span:
Lu=
.0
FT
Pitch Of Roof-
RP=
7.00
:12
Live Load Deflect. Criteria:
L/
240
Total Load Deflect. Criteria:
L/
180
Beam Loading:
Live Load:
RCLL=
16
Roof Loaded Area:
RLA=
_,/PSF
.66'
SF
Area Adjusted For Roof Pitch:
RLAadj
76
"SF
Roof Live Load Method: 1.
Side One: Roof Dead Load:
RDL(.I)=
12
PSF
Roof Rafter Tributary Width:
RTW(I)=
11.0.
FT
Side Two: Roof Dead Load:
RDL(2)=
0
PSF
Roof Rafter Tributary Width:
RTW(2) --
.0
FT
Roof Duration Factor:
RDF=
1.25
Slope Adjusted Lengths and Loads:
Adjusted Beam Length:
Ladj
6.0
FT
Beam Live Load W/ Slope Red'n:
BLL=
176
PLF
Beam'Self Weight:
BSW=
10
PLF
Beam Total Dead Load:
TDL=
162
PLF
Total Maximum Load:
TML=
338
PLF
Controlling Total Design Load:
CTL=
338
PLF
Properties For: #2- DOUGLAS FIR -LARCH
Bending Stress:
Fb=
875
PSI
Shear Stress-
Fv=
95
PSI
Modulus of Elasticity:
E=
1600000
PSI
Stress Perpendicular to Grain:
Fcjxrp
625
PSI
Adjusted Properties
Re (Tension):
Re=
1203
PSI
Adjustment Factors: Cd=1.25 CI=1.00 Cf=1.10
Fv':
Fv'
119
PSI
Adjustment Factors: Cd= 1.25,
Design Requirements:
Maximum Moment:
M=
1523
FT LB
Shear (@ d from beam: end):
V=
698
LBS
Comparisons With Required Sections:
Section Modulus:
Sreq=
16
IN3
S=
73
IN3
Area:
Areq=
9
IN2
A=
39
'IN2
Moment of Inertia:
Ireq='
16
IN4
I=
415
IN4
Section Adequate By: 78 % Controlling Factor: Area
Deflections:
Dead Load:
DLD=
0.01
IN
Live Load:
LLD=
0.01
IN = L/9322
Total Load:
TLD=
0.01
IN = L/4848
Reactions (Each End):
Live Load:
LL=
528
LBS
Dead Load:
DL=
487
LBS
Total Load:
TL=
1015
LBS
Bearing Length-Reqd::
BL=
.46
JN
Summary: 3.50 i 11.2-512'__ DOUGLAS FIR -LARCH - Dry Use
*1- 6L(,0,5 -z -
Roof Beam [94 UBC (91 NDS)] Ver. 3.06
By: CARL ANDERSON, ANDERSON ENGINEERING CONSLTS
on: 04-11-1996
Project: DRAPER Location: PORCH
Beam Data:
0F1e-'k1SY*
C- r -a, as
Span:
L=
14.5
FT
Maximum Unbraced Span:
Lu=
.0
FT
Pitch Of Roof-
RP=
7.00
:12
Live Load Deflect. Criteria:
11
240
Total Load Deflect. Criteria:
Li
180
Beam Loading:
Live Load:
RCLL=
16
PSF
Roof Loaded Area:
RIA=
73
SF
Area Adjusted For Roof Pitch:
RLAadj=
84
SF
Roof Live Load Method: I
Side One: Roof Dead Load:
RDL(I)=
12
PSF
Roof Rafter Tributary Width:
RTW(I)=
3.0
FT
Side Two: Roof Dead Load:
RDL(2)=
12
PSF
Roof Rafter Tributary Width:
RTW(2) �—
2.0
FT
Roof Duration Factor: *
RDF=
1.25
Slope Adjusted Lengths and Loads:
Adjusted Beam Length:
Ladj
14.5
FT
Beam Live Load W/ Slope Reo'n:
BLL=
80
PLF
Beam Self Weight:
BSW=
10
PLF
Beam Total Dead Load:
TDL=
79
PLF
Total Maximum Load:
TML=
159
PLF
Controlling Total Design Load:
CTL=
159
PLF
Properties For: #2- DOUGLAS FIR -LARCH
Bending Stress:.
Fb=
875
PSI
Shear Stress:
Fv=
95
PSI
Modulus of Elasticity:
E=
1600000
PSI
Stress Perpendicular to Grain:
Fcjxrp=
625
'PSI
Adjusted Properties
Fb' (Tension):
Fbo=
1203
PSI
Adjustment Factors: Cd=1.25 CI=1.00 Cf=1.10
,Fv':
Fv'=
119
PSI
Adjustment Factors: Cd = 1.25
Design Requirements:
Maximum Moment:
M=
4180
FT LB
Shear (@ d from beam end): i
V
1004
LBS
Comparisons With Required Sections:
Section Modulus:
Sreq=
42
IN3'
S=
73
IN3
Area:
Areq=
13
IN2
A=
39
IN2
Moment of Inertia:
Ireq=
103
IN4
I=
415
iN4
Section Adequate By: 44 % Controlling Factor: Section Modulus
Deflections:
Dead Load:
DLD=
0.12
IN
Live Load:
LLD=
0.12
IN = L/1453
Total Load:
TLD=
0.24
IN = L/731
Reactions (Each End):
Live Load:
LL=
580
LBS
Dead Load-
DL=
573
LBS
Total Load:
TL=
1153
LBS
Bearing Length Req J.:
BL=
.53
IN
Summary: 3.50 x 1 1�25A - DOUGLAS FIR -LARCH - Dry Use
77
-7� 10
Roof Beam [94 UBC (91 NDS)] Ver. 3.06
By: CARL ANDERSON, ANDERSON ENGINEERING CONSLTS on: 04-11-1996
Project: DRAPER
Location: GARAGE HEADER
Beam Data:
Span:
L=
16.0
FT
Maximum Unbraced Span:
Lu=
.0
FT
Pitch Of Roof:
RP=
7.00
': 12
Live Load Deflect. Criteria:
L/
240
Total Load Deflect. Criteria:
L/
180
Beam Loading:
Live Load:
RCLL�
14
PSF
Roof Loaded Area:
RLA=
208
SF
Area Adjusted For Roof Pitch:
RLAadj=
241
SF
Roof Live Load Method: I
Side One: Roof Dead Load:
RDL(I)=
12
PSF
Roof Rafter Tributary Width:
RTW(I)=
2.0'
FT
Side Two: Roof Dead Load:
RDL(2)=
12
PSF
Roof Rafter Tributary Width:
RTW(2)=
11.0
FT
Roof Duration Factor:
RDF=
1.25
Slope Adjusted Lengths and Loads:
Adjusted Beam Length:
Ladj
16.0
FT
Beam Live Load W/ Slope Red'n:.
BLL=
182
PLF
Beam Self Weight:
BSW=
I I
PLF
Beam Total Dead Load:
TDL=
192
PLF
Total Maximum Load:
TML=
374
PLF
Controlling Total Design Load:
CTL=
374
PLF
Properties For: #1 & Btr- DOUGLAS FIR -LARCH
Bending Stress:
Fb=
1150
PSI
Shear Stress:
Fv=
95
PSI
Modulus of Elasticity:
E= 1900000
PSI
Stress Perpendicular to Grain:
Fc_prp=
625
PSI
Adjusted Properties
Fb' (Tension):
1437
PSI
Adjustment Factors: Cd= 1.25 Cl= 1.00
Fv':
FV1
119
PSI
Adjustment Factors: Cd= 1.25
Design Requirements:
Maximum Moment:
M=
11964
FT LB
Shear (Q d from beam end):
V=
2578
LBS
Comparisons With Required Sections:
Section Modulus:
Sreq=
100
IN3
S=
102
IN3
Area:
Areq=
33
IN2
A=
46
IN2
Moment of Inertia:
Ireq=
288
'IN4
I=
678
IN4
Section Adequate By: 2% Controlling Factor: Section Modulus
Deflections:
Dead Load:
DLD=
0.23
IN
Live Load:
LLD=
0.22
IN = L/874
Total Load:
TLD=
0.45
IN = L/425
Reactions (Each End):
Live Load:
LL=
1456
LBS
Dead Load:
DL=
1535
LBS
Total Load:
TL=
2991
LBS
Bearing LengtkReqdr-.---,,,
BL=
1.37
IN
Summary: 3.50-k 13.25 #1 & Btr-�'DOUGLAS FIR -LARCH - Dry Use
Ab
G/10
Wood Column [94 UBC (91 NDS)] Ver. 3.06
By: CARL ANDERSON, ANDERSON ENGINEERING CONSLTS on: 04-11-1996
Project: DRAPER Location: GARAGE HEADER POST
Axial Loads
Live Loads: LL= 1456 LMS
Dead Loads: DL= 1535 LBS
Total Loads: TL= 2991 LBS
Column Data
Length: L= 7.0 FT
Collimn End Condition: Ke= 1.0
Eccentricity X Axis: ex= 1.0 IN
Eccentricity Y Axis: ey= 1.0 IN
Column Design Stresses
Compressive Stress: Fc parl= 1300 PSI
Modulus of Elasticity: E= 1600000 PSI
Bending Stress: Fbx= 875 PSI
Bending Stress: Fby= 875 PSI.
Adjusted Properties
Fbx': RX, 1313 PSI
Adjustment Factors: Cd 1.00 Cf= 1.50
Ryt: Fby'= 1313 PSI
Adjustment Factors: Cd= 1.00 Cf= 1.50
Fc'(parallel): Fc'parl= 707 PSI
Adjustment Factors: Cd= 1.00 Cf= 1. 15 Cp=0.47
Critical Buckling Design Value Fbe= 1190680000
Controlling Direction: Y Axis
Compressive Stress: fc 244 PSI
Allowable Compressive Stress: Fc'= 707 PSI
Column Properties
Area: A= 12.25 IN 2
Section Modulus X: Sx= 7.1 IN 3
Section Modulus Y: SY= 7.1 IN 3
Length Depth Ratio: Lex/dx= 24.0
Ley/dy= .0
Column Bending Calculations
Eccentricity Moment X Axis: Mx= 2991 IN LBS
Eccentricity Moment Y Axis: MY= 2991 IN LBS
Bending Stress X Axis: fbx= 419 PSI
Bending Stress Y Axis: fby = 419 PSI
Allowable Bending Stress (X -Axis): F'bx= 1313 PSI
Allowable Bending Stress (Y Axis): F'by= 1313 PSI
Combined Stress Factor: CSF= 0.92
Column Adequate By: 8 %
Base Reactions
Live.: TLL= 1456 LBS
Dead: TDL= 1559 LBS
Total: TTL= 3015 LBS
Maximum Unbraced Length (X): LX= 7.00 FT
Maximum Unbraced Length (Y): LY= .00 FT
Collimn Section (X dx= 3.50 IN
Column Sectioir M-�: dy= 3.50 IN
Summary: 3.50 x 3.56 f1t4DOUGLAS FIR -LARCH - Dry Use
o% C)
Square Footing Ver. 3.06
BY: CARL ANDERSON, ANDERSON ENGINEERING CONSLTS on: 04-11-1996
Proiect: DRAPER Location: GARAGE HEADER FOOTING -
Footing Properties: . .
Concrete compressive strength:
Reinforcing steel yield. strength:
Allowable soil bearing pressure:
Effective soil bearing pressure:
Concrete reinforcement cover:
Footing Loads:
Live Load:
Dead Load:
Total Load:
Ultimate factored load:
Footing Size Selection:
Required footing area:
Minimum footing size required.
,Selected Size:
Length:
Width:
Area:
Ultimate bearing pressure:
Collimn Base Dimensions:
Length:
Width:
Footing depth based on shear stresses:
Selected footing depth:
Effective steel depth;
Punching Stress Calculations:
Critical perimeter:
Punching shear:
Punching shear stress:
Allowable punching shear stress:
Beam shear stress calculations:
Beam shear:
Beam shear st ress:
Allowable beam shear stress:
Reinforcement Requirements:
Factored moment:
Concrete compressive block depth:
Minimlim Steel Requirements: - '
Steel required based on moment:
Based on temp. shrinkage:
Based on 4/3 As required:
Controlling reinforcing -steel:
Selected reinforcement:
Reinforcement Adequate
Footing Summary:
Size:
Depth:
Reinforcement:
Or:
Footing Size Adequate
Base Plate Adequate
Footing Depth Adequate
PER Sr-CTION 1923.10.31 -
RE1r4F5RCEFWENT MAY BE OMITTED.
F'c=
2500
PSI
Fy=
40000 ' PSI
Qs=
1000
PSF
Qe=
850
PSF
c
3
IN
LL=
1456
LBS
DL=
1535-
LBS
TL=
2991
LBS
Pu=
4624
LBS
Areq=
3.52
SF
Lreq=
1.88
FT
L=
2.00
FT
W=
2.00
FT
A=
4.00
SF
QU=
1156
PSF
1=
4
IN
W=
4
IN
D=
12
IN
d=
8.25
IN
Bo=
49
IN
Vul =
3419
LBS
vul =
10
PSI
vcI =
200
PSI
Vu2=
337
LBS
vu2=
2
PSI
vc2=
100
PSI
Mu=
9634
IN LBS
a=
0.03
IN
As(l) =
0.02
IN2/FT
As(2) =
0.29
IN2/FT
As(3) =
0.02
IN2/FT
'As reqd=
0.29
IN2/FT
#4 BARS @ 6.00 IN. O.C.
As= -
.39
IN2/FT
2.00 FT. X 2.00 FT
D= 12 IN.
#4 BARS @ 6.00 IN O.C. E/W
(4) #4 BARS E/W
0
1234CE:RTIF-I:CATE OF COMPLIANCE: Residential Page 1 C
--------------------------------------------------------------------------------
Project Title: D2239S Run: 036 03 -Apr -96
Project Address: O'BRIEN AVENUE D2239S
GRIDLEY, CA. 24-80-114
Building Title: D2239S
Document Author: MICHAEL F. SROKA
Telephone: 742-6148
Compliance Method: CALRES2 Version 1.31
Climate Zone: 11
GENERAL INFORMATION
Build
Plan ck / ?:te
V 7 - 9
Field Check / Date
Conditioned Floor Area: 2239 ft2
Building Type: SFD Single Family Detached
Building Front Orientation: 180 deg (South)
Number of Dwelling Units: 1.00
Floor Construction Type: Raised floor
BUILDING SHELL INSULATION
Component
Insul
Assembly
Type
---------------
R -value
U -value
Door
--------
0
--------
0.330
Door
0
0.330
Wall
13
0.088
Wall
13
0.088
Floor
19
0.037
ceiling
30
0.031
FENESTRATION
Location/Comments
Outside / FRONT
Unconditioned / GARAGE
Outside
Unconditioned
Outside
Attic
Area U_ Interior Exterior Overhang Frame
Orientation (ft2) value Panes Shading. Shading and Fins Type
----------------- ----- ----- ----- ---------- ---------- -------- ---------
Window South 30.0 0.520 2 Std Drape Bug Screen Overhang Vinyl
Window South 44.0 0.520 2 Std Drape Bug Screen None Vinyl
Window West 20.0 0.520 2 Std Drape Bug Screen None Vinyl
Window West 16.0 0.870 2 Std Drape Bug Screen None NoFrame
Window North 26.0 0.520 2 Std Drape Bug Screen None Vinyl
Window East 10.0 0.520 2 Std Drape Bug Screen Overhang Vinyl
Window East 35.6 0.500 2 Std Drape Bug Screen Overhang WdDr/Div
Window North- 53.4 0.500 2 Std Drape Bug Screen Overhang WdDr/Div
Window North 80.0 0.520 2 Std Drape Bug Screen Overhang Vinyl
Window East 3.0 0.520 2 Std Drape Bug Screen None Vinyl
Skylight 4.0 0.870 2 Std Drape Bug Screen None Metal
Skylight 4.0 0.870 2 Std -Drape Bug Screen None Vinyl
THERMAL MASS Area Thick
Type Exposed? (ft2) (in) Location/Comments
None
CERTIFICATE OF COMPLIANCE: Residential
Project Title: D2239S
HVAC SYSTEMS
Page 2 CF -1R
Run: 036 03 -Apr -96
Duct Location
Type Efficiency and R -value
-------------------------- ---------- -------------
Furnace 0.80 AFUE Attic R-4.2
Air cond. -- central split 10.00 SEER Attic R-4.2
WATER HEATING SYSTEMS
Distrib Water Water # of Energy Volume Wrap
System Name Type, Heater Name Heater Type Htrs Factor (gal) R-val
------------ -------- ------------ ----------------- ---- ------ ------ -----
Standard-Gas Standard StandardGas Storage gas 1 0.60 50 10
I
WATER HEATING SYSTEMS MISC
Solar savings Solar system Wood stove Wood stove
System Name fraction type boiler? boiler pump?
------------ ------------- ------------ ---------- -------------
Standard-Gas No No
WATER HEATER/BOILER DETAILS
Rated Pilot
Water Recovery Input Standby Tank Light
Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh)
------------ ---------- ---- ------- ------- ------- ------
StandardGas 77% -- 36.00
HYDRONIC DISTRIBUTION AND TERMINALS
Pipe Pipe Insul Insul
System/Name Type Number run (ft) diam (in) thck (in) R -value
-------------- ------------- ------ -------- --------- --------- -------
None
SPECIAL FEATURES, REMARKS, AND NOTES
None
CERTIFICATE'OF COMPLIANCE: Residential
Project Title: D2239S
Page 3
Run: 0 3 6
CF�-lR
03 -Apr -96
COMPLIANCE�STATEMENT
This certificate of compliance lists the building features and performance
specifications needed to comply with the Energy Standards in Title 24, Parts 1
and 6, of the California Code of Regulations, and the Administrative regulations
to implement them. This certificate has been signed by the individual with -
overall design responsibility. When this certificate of compliance is submitted
for a single building plan to be built in multiple orientations, any shading
feature that is varied is indicated in the Special Features, Remarks, and Notes
section.
DESIGNER OR OWNER
MICHAEL F. SROKA
DESIGN &,DRAFTING SERVICE
4140 DAN AVENUE
MARYSVILLE, CA.
742-6148
Lic #: /V//T
ell
Signed
Date
ENFORCEMENT AGENCY
Name:
Title:
Agency:.
Telephone:
signed
Date
DOCUMENTATION AUTHOR
MICHAEL F. SROKA
DESIGN & DRAFTING SERVICE
4140 DAN AVENUE
MARYSVILLE, CA.
742-6148
6ignea
cou
V
A Pp
Date
COMPUT�R METHOD SUMMARY Page 1 C -2R
Project -Title: D2239S Run: 036 03 -Apr -96
Project Address: O'BRIEN AVENUE D2239S
GRIDLEY, CA. 24-80-114
Building Title: D2239S Building Permit #
Document Author: MICHAEL F. SROKA
Telephone: 742-6148 Plan Check / Date
Compliance Method: CALRES2 Version 1.31 Field Check / Date
Climate Zone: 11
ENERGY USE SUMMARY (kBtu/ft2-yr)
Energy Use Standard Design
Space Heating
16.40
Space.Cooling
13.44
Water Heating
11.10
Total,
40.95
GENERAL INFORMATION
Conditioned Floor Area:
Building Type:
Building Front Orientation:
Number of Dwelling Units:
Number of Stories:
Proposed Design
---------------
16.11
11.66
9.78
-------- Complies
37.55 Yes
2239 ft 2
SFD Single Family Detached
180 deg (South)
1.00
1
Floor Construction Type: Raised floor
Number of Conditioned Zones: 1
Total Conditioned Volume: 20151 ft3
Conditioned Footprint Area: 2239 ft2
Ground Floor Area: 2239 ft2
BUILDING ZONE INFORMATION
Floor
Zone Area Volume Thermostat
Name (ft2) (ft3) Type Type
------------ ------- -------- ------------- ------------
HOUSE ' 2239 20151 Conditioned CEC Standard
OPAQUE SURFACES
Vent
Vent
Height
Area
(ft)
------
(ft2)
------
21011
32.7
Surface
Area
U-
Insl
Tru
Slr
Construction.
Type
------- n --- ------
(ft2)
value
-----
Rval
Azm
Tlt
Gns
Type
Locati'. on/Comments
Zone = HOUSE
----
---
---
---
------------
--------------------------
Door
20.0
0.330
0
180
90
Yes
CEC 30 -Wood
Outside / FRONT
Door
17.8
0.330
0
270
90
No
2868
Unconditioned / GARAGE
Wall
383.0
0.088
13
180
90
Yes
W13.2x4.16
outside
Wall
243.0
0.088
13
270
90
Yes
W13.2x4.16
Outs'
'TY
Wall
189.2
0.088
13
270
90
No
W13.2x4.16
Unc%yirTE
n itionCe9UN
Wall
198.0
0.088
13
180
90
No
W13.2x4.16
ub9a)MA
Nb
Wall
487.4
0.088
13,
0
90
Yes
W13.2x4.16
Outside ;ENT
Wall
407.4
0.088
13
90
90
Yes
W13.2x4.16
Outtlld-pp
Wall
39.2.0.088
13
45
90
Yes
W13.2x4.16
R
Outs die I vEu
COMPUTER METHOD SUMMARY Page 2 C -2R
Project Title: D2239S Run: 036 03 -Apr -96
OPAQUE SURFACES continued
Surface
Area
U-
Insl
Tru
Slr
Construction
Type
(ft2)
value
Rval
Azm Tlt
Gns
Type
Location/Comments
----------
Wall
------
15.0
-----
0.088
----
13
--- ---
315 90
---
Yes
------------
W13.2x4.16
--------------------------
outside
Floor
2239.0
0.037
19
-- 180
No
FC19.2x8.16
Outside
Ceiling
2231.0
0.031
30
0
Yes
R30.2x4.24
Attic
PERIMETER LOSSES
Insul
Perimeter Length F2 Insul Depth
Type I (ft) Factor R-val (in) Location/Comments
None
FENESTRATION
SURFACES
Glazing
Fenestration
Area
Tru
Open
Frame
Charactr
Name
--------------
Type
----
(ft2)
-----
Azm
---
Tlt
Type
Type
Name Comments
Zone HOUSE
---
-------
--------
------------ ----------------
W1
Wind
20.0
180
90
Slider
Vinyl
U=.52
W2
Wind
5.0
180
90
Fixed
Vinyl
U=.52
W3
Wind
5.0
180
90
Fixed
Vinyl
U=.52
W4
Wind
20.0
180
90
Slider
Vinyl
U=.52
W5
Wind
20.0
270
90
Slider
Vinyl
U=.52
W6
Wind
4.0
180
90
Fixed
Vinyl
U=.52
W7
Wind
16.0
270
90
Fixed
NoFrame
CEC_DblStD
W8
Wind
6.0
0
90
Slider
Vinyl
U=.52
W9
Wind
20.0
0
90
Slider
Vinyl
U=.52
W10
Wind
5.0
90
90
Fixed
Vinyl
U=.52
FD11
Wind
35.6
90
90
Hinged
WdDr/Div
U=.50
W12
Wind
5.0
90
90
Fixed
Vinyl
U=.52
FD13
Wind
17.8
45
90
Hinged
WdDr/Div
U=.50
W14
Wind
10.0
315
90
Slider
Vinyl
U=.52
W15
Wind
30.0
0
90
Fixed
Vinyl
U=.52
W16
10.0
45
90
Slider
Vinyl
U=.52
W17'
Wind
5.0
0
90
Fixed
Vinyl
U=.52
FD18
Wind
35.6
0
90
Hinged
WdDr/Div
U=.50
W19
Wind
5.0
0
90
Fixed
Vinyl
U=.52
W20
Wind
20.0
0
90
Slider
Vinyl
U=.52
W21
Wind
3.0
90
90
Slider
Vinyl
U=.52
W22
Wind
20.0
180
90
Slider
Vinyl
U=.52
SKY1
Skyl
4.0
--
0
Fixed
Metal
CEC - DblStD
SKY2
Skyl
4.0
--
0
Fixed
Vinyl
CEC-DblS.tD
T 4 T Y
r1*k'
COMPUTER METHOD SUMMARY Page 3 C -2R
Project Title: D2239S
GLAZING CHARACTERISTICS
Glazing
Right
Name
------------
Height
------
Width
------
Charactr
Glazing
# of
U-
SC Gls
Name
------------
Type
Panes
value
only
U=.52
---------
Clear
-----
2
-----
0.520
------
0.880
CEC-DblStD
Clear
2
0.870
0.880
U=.50 .-
Clear
2
0.500
0.880
OVERHANGS
Fenestration
Run: 036 03 -Apr -96
Interior SC Int
Shade Type Shade
---------- ------
Std Drape 0.780
Std Drape 0.780
Std Drape 0.780
Exterior SC Ext
Shade Type Shade
---------- ------
Bug Screen 0.870
Bug Screen 0.870
Bug Screen 0.870
--------------------------
Above Left
Right
Name
------------
Height
------
Width
------
Depth
Glazing Extension
Extension
W1
5,'0 11
41'011
------
8,? 0 11
--------- ---------
1r 0 if
12 " 611
---------
5 0'6 Is
W2
51019
1"011
811011
1 f 4 it
71611
13--611
W3
51011
1,011
8"011
1`4 11
2 " 6 11
18 J'6 11
W10
5 " 0 It
10,011
811011
11411
10,011
11"011
FD11
6,811
5`411
81011
1,'411
4`611
12f2II
W12
5 J0 It
11011
8-011
1 " 4 It
3`011
18`011
FD13
6`8 11
21811
8,011
1`4 It
811
2,1811
W14
511011
2 f 0 It
8 f 0 It
1,011
611
1`611
W15
5 J'O 11
6`0 11
6`011
1"011
611
3"611
W16
5`011
2 IF 0 t'
8-011
10,011
611
1`6 It
W17
5 " 0 '1
11011
8,011
11411
281'011
5 " 0 It
FD18
611811
5 IF 4 11
8,011
1,4 It
221611
6 " 2 11
W19
5 " 0 '1
10,011
8 " 011
1 " 411
211'011
12 J'0 It
W20
5`0 It
4 " 0
8`011
1 f 0 it
4`411
251F811
FINS
Left Fin
Right Fin
Fenestration
-----------------------------------------------------
Exten
Dist
Exten Dist
--------------------------
Fin
Fin above
to
Fin Fin above to
Name
------------
Height
------
Width
------
Depth
------
Height glzng
------ -----
glzing
------
Depth Height glzng glzing
------ ------ -----
None
------
THERMAL MASS
Vol Cond-
Area Thck Heat duct- Construction Insd
Mass Name (ft2) (in) Cap ivity Type Rval Location/Comments
-------------- ----- ---- ---- ----- ------------ ---- -------------------------
None
du]
SU"
ILDN/u
L"-tl
LJ
APPI I U-VELJ
COMPUTER METHOD SUMMARY
Project Title: D2239S
SOLAR GAIN DISTRIBUTION
Penestration
Name
------------
None
HVAC SYSTEMS
System Name
--------------
Zone = HOUSE
GAS80
ACsplitio
Page 4
C -2R
Run: 036 03 -Apr -96
Winter Summer Targetted
Fraction Fraction Thermal Mass Comments
-------- -------- ------------ --------------------------------
Duct Location
System Type Efficiency and R -value
-------------------------- ---------- -------------
Furnace 0.80 AFUE Attic R-4.2
Air cond. -- central split 10.00 SEER Attic R-4.2
WATER.HEATING SYSTEMS
Distrib
Water
Water
# of
Energy
Volume
Wrap,
System Name Type
------------ --------
Heater Name
------------
Heater Type
-----------------
Htrs
----
Factor
(gal)
R-val
Standard—Gas Standard
StandardGas
Storage gas
1
------
0.60
------
50
-----
10
WATER HEATING SYSTEMS MISC
Solar savings Solar system Wood stove Wood stove -
System Name fraction type boiler? boiler pump?
------------ ------------- ------------ ---------- -------------
Standard—Gas No No
WATER HEATER/BOILER DETAILS
Rated Pilot
Water Recovery Input Standby Tank Light
Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh)
StandardGas 77% -- 36.00
HYDRONIC DISTRIBUTION AND TERMINALS
Pipe Pipe Insul Insul
System/Name Type Number run (ft) diam (in) thck-(in) R -value
-------------- ------------- ------ -------- --------- --------- -------
None
WTTIE '
SPECIAL FEATURES, REMARKS, AND NOTES COUNTY
None
---------------------------------------------------------- 6 -nam
EZ M
Mandalory Measures Checklist: Residential MF -1 R
NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance
approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements
listed on the Certificate of Compliance. When this cheddist Is incorporated into the permit documents, the features
noted shall be considered by all parties as binding minimum component performance specifications for the
mandatory measures whether they are shown elsewhere in the documents or on this checklist only.
DESCRIPTION
DESIGNER I ENFORCEMENT I-'
Building Envelope Measures
§1 50(a): Minimum R -I 9 ceiling insulation.
§1 50(b): Loose fill insulation manufacturer's labeled R -Value.
§ I 50(c): Minimum R- 13 wall insulation in framed walls (does not apply to exterior mass walls).
§ I 50(d): Minimum R- 13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors.
§1 50(l): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no
greater than 2.0 perm/inch.
§118: Insulation specified or installed meets California Energy Commission quality standards.
Indicate type and form.
§116-17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration Controls
a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage.
b. Manufactured fenestration products have label with certified U -value, and infiltation certfidation.
3"
—
13
7T
§1500): Pipe and Tank Insulation
1 . Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation
blanket (R-1 2 or greater) or combined intedorlextericx insulation (R-1 6 or greater).
2. First 5 feet of pipes closest to water heater tank non -recirculating systems, insulated (R-4 or greater).
3. All buried or exposed piping insulated in recirculating sections of hot water system.
4. Cooling system piping below 55*F insulated.
c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed.
§ I 50(g): Vapor barriers mandatory In Climate Zones 14 and 16 only. -
§150(Q: Special infiltration barrier Installed to comply with §151 meetsCommission quality standards
I 50(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs
1. Masonry and factory -built fireplaces have:
a. Closeable metal or glass door
b. Outside air intake with damper and contol
c. Flue damper and control
'2. No continuous burning gas pilots allowed.
Space Conditioning, Water Heating and Plumbing System Measures
§110 -13: HVAC equipment, water heaters, showerheads and faucets �erfiW.by the Commission.
§150(1): Setback thermostat on all applicable heafing systems.
§1500): Pipe and Tank Insulation
1 . Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation
blanket (R-1 2 or greater) or combined intedorlextericx insulation (R-1 6 or greater).
2. First 5 feet of pipes closest to water heater tank non -recirculating systems, insulated (R-4 or greater).
3. All buried or exposed piping insulated in recirculating sections of hot water system.
4. Cooling system piping below 55*F insulated.
5. Piping insulated between heating source and indirec! hot water tank.
§1 50(m): Ducts and Fans
1. Ducts constructed, installed and sealed to comply with UMC Sections 1002 and 1004; ducts insulated
to a minimum installed value of R-4.2 or ducts endosed entirely within conditioned space.
2. Exhaust Ian systems have backdraft or automatic d". rs
3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible,
manually operated dampers..
§J 14: Pool and Spa Heating Systems and Equipment
1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions,
no electric resistance heating and no pilot light.
2. System is installed with:
a. At least 36* pipe between filter and heater for future solar heating.
b. Cover for outdoor pools or outdoor spa.
3. Pool system has directional inlets and a circulation pump time switch.
§115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no
continuously buring pilot light. (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.)
I I
Lighting Measures
§1 50(k): 40 lumens/walt or greater for general I�hting in kitchens and rooms with water closets; andAPA..,
recessed ceiling fixtures IC (insulation cover) approved.
Comptiance Forms
January 1. 1995
Y"
IONGFELLow LUMBER - CO
• Quality Truss Design
• Roof & Floor Systems
89 Loren Avenue
Chico, CA 95928-7434
(916) 893-0.112 FAX (916) 893-0140
Customeri a6_6IJ *�LR- 87?L 735'5'
Address:
AP#: -/Iq
0 INCei
job No: AAR-T-KA �)eAPSX
Alpine Engineered Products, Inc.
Christian Chappel
8351 Rovana Circle
Sacramento, CA 95828-2522
(916) 387-0116
Timber'Products In
P.O. Box 20455
Portland, OR 97220
(503) 254-0204 -
�di
FIN
w
&E ( JAAM4 T- I
or fabrication of bottom chord filler to be Used to
produce -a flat bottom chord of variable length.
Refer' to appropriate design for lumber, plates, and
other data not shown liera.
(h) lxj continuous lateral bracing @ 6'-0" O.C. Imax.).
Attach With 2-8a nails. Furnish copY of this druwInU to
erecLion contractor so lie will know of Llils
requirement -
(1) REV. / S14 / 1/5/92 (DRAWING NUMBER)
(2) REV. 1/21/93 811 (VERTICAL)
(3) REV. 7/7/93 R1 (MAX. FILLER OPEtj PANEL)
MATE TY?E ALP
Al =IKI=
CD 106
[A)
(2)
3X4 2x4 92 Fir -Larch 2X4
\V/
8-7-0 MAX. 2X4
OPEN PANEL
IenqLh as rejqired
Truss Span
FURNISIf A COPY OF 711111 DESIGN TO ERECTION CONTRACTOR
WARNIAG: TRU66t$ BEQUIRE I I D;
ilannnVAMT A Pw- -- —n -n Pnoxicis Inc EXrFIE&Ife SIN JANDUNG.ERECTIDI(A"o I
IIIALL0011 BE NAMNUME FOR Alff DEVIAtioNrow IIIISL'
OAACIIJO. SEE -swrir iprtAcAna WOOD
9PECWICATIDNSOnAt4lDtViAliallff"ll"DESICU#OnAIJY
TRUSSES: COMMITAIn' AND fWCOLULIfil-
"Allunt 30 BURD DIE IRUS3 IN CONFOALIANCe Willi DIE
,QuAll", Co"IRDL RAMIUAVOY In AIPWE C01INECTORSAME
TIOIIAL SPECIAL PEIIPAANE917 ORACI"G
WNUgqVjUIIfO FROM 20 GAUGE GAtVAIIIZED 31M UIRINS
FkEoUlnEsAtillS.UIAESSOTIIEAVASESIIDVVtL
lop Clionti SIMI. " LAIIIIALLY GRACED
O)jiflivASE 61ID"j. MECIIIJO FtEnUMFIACHIS OF ASTM A446
OAAJDE A.APPLV COIIIIEC(ORS '1000111fACISAI FACIIJOIIII
VAT If FROPEAtV ATTAC1110 PLYWOOD 31 IEA-
AnD loc.Ale As 5j*%H. BFARif?e WlOIIjS Alit 4' NOINIAL
1111thL 60110M CHORD Willi FUDID CEILING
00 BRACIRG AS SPECIFIED On OESIGN D
tuitEsS ojIjERl%jS9 allauvil. DCSIGIJ SIAICOARDS CONFONA
APKICAULIPPLOVISJONS Of -Ians-famin TrI.&SOFIM-116.
IIOTUSS TIMS 0961011 ValliFIRIE AEFAADAIII
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TREATED IVIABEIL
1RUSSMAI(INSI'llUll.H06 - HAI IOJIAt D(SIGN SPICIFICA F10H iron WOOD C 0115 TRuC DON
TC LL,
TC DL:
110A4439 5 BC DL;
EV: 63321 * TOT, LO:
OU!], FAr,;
Of SPACING 24.0" 0-C
A I
PSF
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7/19/08
PSF
PSF
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TYPE:
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�TATI -OtP Al TPONLTI; RRkCING
NOTE: SEE CRANING DRININAL FOR LUMBER, PLATES. AND OTHER
DATA NOT SHOWN HERE.
iTRUSSES REGUIRE EXTFIE14E CARE IN HANDLING. ERECTION AND
.BRACING. REFER TO TPI HIB -91. SEE THIS DESIGN FOR
ADDITIONAL SPECIAL PERMANENT BRACING REQUIREMENTS.
IUNLESS OTHERWISE INDICATED. TOP CHORD SHALL BE LATERALLY
BRACED WITH PROPERLY ATTACHED PLYNO013 SHEATHING, BOTTOM
CHORD WITH PROPERLY ATTACHED CEILING.
z:
CD103
(A) IX4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO
BE EGUALLY SPACEO. ATTACH WITH (2) 8d NAILS. BRACING
MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A
SUITABLE SUPPORT BY ERECTION CONTRACTOR. i
*ANY OF THE BELOW MENTIONED BROrCING YYPES MAY BE SUBSTITUTEDU
2X4 'To BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d
NAILS @ 4- D.C. BRACING MATERIAL TO BE SUPPLIED BY
ERECTION CONTRACTOR.
IX4 'L" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d
NAILS @ 6" D.C. BRACING MATERIAL TO BE SUPPLIEO,BY
ERECTION CONTRACTOR.
2X4 'L" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d
NAILS @ 4" D.C. BRACING MATERIAL TO BE SUPPLIED BY
ERECTION CONTRACTOR.
SCAB BRACE, SAME SIZE. GRADE AND LENGTH AS WEB MEMBER.
ATTACH WITH 16d NAILS @ 4' D.C. BRACING MATERIAL TO
BE SUPPLIED BY ERECTION CONTRACTOR.
SEE ORIGINAL OESIGH FOR PRDPER OEIAENSIONS
APPnr%VE
nki
rn
PLT.
JYP.- LPINE
QESIQj CATI UQQ
Agy
J7, te
SCALE - 0. 1875
cn
11c.
xxIMPORTANTH
reautpe f9awlit CARK
WARNING,`
9 111mi.r.. 1AECSION JUID
IC4
k,
TC LL
30.0
PSF
REF R992 --42293
cm C= 1= cm C=�
C=) C=3 C=�
c--) C=3 C=
SIOLL 1101 M FESPOISIStf FOR LIM
0111,1ag VIC,$ #IQ$ OfS1,41 loft l"ESE Sp"IFIC&II011. On LIM
MtWr, TO BUILD ThE IPUSS III WIFOMUKE 'At III OSTOO Vt IP9.
@PIC),03. SEE 11111-113 V( OPI. SEE TH13 PES151)
$GO A0319IC"41. SPECIAL PIE2011011 SPACIIA; K
TC OL
15.0
5.0
PSF
PSF
DATE 06/213/93
DRif CD 103
mrilAf CpsIECIORS Alke PACE Or 2X4 9ILV. Slt[L WC1194) &SO"
WIFIFAI'TS- W&CSS OtKFOIISE 1101CA11"' FOP
PC OL
C=3 CM C:=�j
c=1 C=3
A44, (A g VIC$, I AS OADJEO. Ar% ( CGIOIECTORS 14 VICII FACIE Cf
9100 SKALt BE tAIEMLL1 GPICIED 111111 PFCKP
BC LL
0.0
PSF
-ENG FM,,c/
1
LPIN C=�
muss A1;II Afixtis, 011iffulsf tOcAtell C41 Imls 41151fim mlllcfi
CGINOtClUsS Ftrt VmIIUM M 150 9 3&2A -F. QIS9&1l STAIVAPOS
Ly 41140*0 PL`114000 Siffifillix, 1191104 003AD
VIIH FROPESLI AlIA04ED R1610 CEIL610 '- "I
TOT.LD.
50.0
PSF
C=3 I
cm,
C=
TRUSS
CC VCM O,Apft I C"Me fMVISIOIgS of WS r VI. All guslil"wS
SfIA'I (Ol lot$ GOLAIIII) APPLICS 10 NE WV00-1 KPICTED VePE
&Lrllje FEC"Ilm Ll"0419 (1111alk Fcp "r'K
CRVWAU APFXIrAl1011. ILAIISOO A CWO' OFRIIII:
orc
OUR. FAC.
1.15
C=3
CM CM C=) = C=
ail JXLJ. 4ja $MILL 1101 BE KLIED 'UPW )IJ Nit 01MOO III-
-m-.IPI IOFJS& PLAIE lffSTITOlf- 10% - 1991 IIITIQIOAL 0611101
OESIDI to DIE Ipuss taccriall CCHIMIC
SPICIT11:41101i FOR II)DO WIS114XII(IN
aPAgINQ
24.0
TYP. NOTCH
@ 24" O.C.
3.51' Max.
5191
ax.
6 - 10d cmnoN
HAILS
EACII Un
DETAIL *8'
Gable (G) Gable end design based on 75 MPH
SYM End wind load, exposure "B" at 0-25 Ft.
AE30UT mean height.
r1224" N
Max. (C) 1X4 continuous lateral bracing for
brace (strongback) member longer than
12:: Min Outlookerl 72". Attach at midpoint of each brace
(Pl) 24 Max: W/278d common nails.
(Sl)
(M)
2X4 HF #2 or BTR
N) (G)' Strongback brace
Yaries
16"O.C...1 Ledger
Max.
(S 1)
CONTINUOUS SUPPORT
(Pl) Peak plate to match common trusses.
(Sl) Splice plate to match common trusses.
Oil) Heel plate to match common trusses.
Roof
lMateria
Outlooker
Gable end -
Detail "AH--\
2X Ledger --
Detail
Strongback '" _._\ 'Comm�4
braced at 55" O.C. TRUSSES
101 0 tion to web latin-:' -use M-2" BRACING DETAIL
wire staples (0.072 Dia./15 GA..) toe -
nailed thru chord into web & thru web
into chord on one face for a total of
6 staples. (Pl), (Sl), & (111) must
be plated.
(T) Refer to Simpson Catalog C -94H-1 for
product attachment specification (attach
A35 In F1 direction) .
Span to match common trusses
NOTE: This detail may be used for
trusses with pitched B.C. also.
(K) Spacing for 114 = 56.0" o.c.
NOTE: CHORDS TO BE 2X4 FIR -LARCH 02 MIN.
SEQN-- 50006
2-8-0
2X4*
8-1-0
3X4*
Strongback
el
C' C= C=3
DEVIATION rROK THIS DESIGN OR THESE SPECIFICATIONS. OR ANY
�nail to ledger
C=3
FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH OSIOS BY TPI
FOR ADDITIONAL SPECIAL FEANANENT BRACH& pE
1211 O.Cj
A35
OUTLOOKER
=3' a. '=
Ledger
CHORD SHALL 69 LATERALLY BRACED WITH pnnPE"
CRITERIA
SAUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION
(nail to vert.
H3tK)
CONNECTORS PEA MAKINGS 130. 150 6 16DA-F. DESIGN STANDARDS
WITH PROPEALI ATTACHED PIGIO CEILING -- SEE
w/2 -10d nails),I--Gable
CONFORM VAPPLICABLIE PnOVISIONS OF HOS 9 IPI . A" INGINEER'S
DETAIL
'A'
(T)
DRYWALL APPLICATION. FURNISH A COPY Of 11115
VISION TO lit TRUSS EnICIJOH CONIAACjOn,
6 - 10d cmnoN
HAILS
EACII Un
DETAIL *8'
Gable (G) Gable end design based on 75 MPH
SYM End wind load, exposure "B" at 0-25 Ft.
AE30UT mean height.
r1224" N
Max. (C) 1X4 continuous lateral bracing for
brace (strongback) member longer than
12:: Min Outlookerl 72". Attach at midpoint of each brace
(Pl) 24 Max: W/278d common nails.
(Sl)
(M)
2X4 HF #2 or BTR
N) (G)' Strongback brace
Yaries
16"O.C...1 Ledger
Max.
(S 1)
CONTINUOUS SUPPORT
(Pl) Peak plate to match common trusses.
(Sl) Splice plate to match common trusses.
Oil) Heel plate to match common trusses.
Roof
lMateria
Outlooker
Gable end -
Detail "AH--\
2X Ledger --
Detail
Strongback '" _._\ 'Comm�4
braced at 55" O.C. TRUSSES
101 0 tion to web latin-:' -use M-2" BRACING DETAIL
wire staples (0.072 Dia./15 GA..) toe -
nailed thru chord into web & thru web
into chord on one face for a total of
6 staples. (Pl), (Sl), & (111) must
be plated.
(T) Refer to Simpson Catalog C -94H-1 for
product attachment specification (attach
A35 In F1 direction) .
Span to match common trusses
NOTE: This detail may be used for
trusses with pitched B.C. also.
(K) Spacing for 114 = 56.0" o.c.
NOTE: CHORDS TO BE 2X4 FIR -LARCH 02 MIN.
SEQN-- 50006
2-8-0
2X4*
8-1-0
3X4*
ALPINE ENGINEMO PnODUCTS. INC.
)(HIMPORTANT)IN SHALL 1109 Or: RESPONSIBLE FOR ANY
E PC
WARNING "AAND
C' C= C=3
DEVIATION rROK THIS DESIGN OR THESE SPECIFICATIONS. OR ANY
BRACING. SEE HIO -91 BY IPI. SEE fills DESIGN
C=3
FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH OSIOS BY TPI
FOR ADDITIONAL SPECIAL FEANANENT BRACH& pE
C= C=3
ALPINE CONNECIDAS ARE WIDE OF 20GA GALY. STEEL MEETING ASTH
OUMEKENTS. UNLESS OTHERWISE INDICAIE0. TOP
=3' a. '=
A446 GR A EXCOT AS NOTED. APPLY C0144ECTORS TO EACH FACE OF
CHORD SHALL 69 LATERALLY BRACED WITH pnnPE"
C=3' ALPINE C=:3
SAUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION
LY ATTACHED PLYWOOD SHEATHING. aOIIOA CIdInO
C= 1=
CONNECTORS PEA MAKINGS 130. 150 6 16DA-F. DESIGN STANDARDS
WITH PROPEALI ATTACHED PIGIO CEILING -- SEE
C=3
C=3 TRUSS
CONFORM VAPPLICABLIE PnOVISIONS OF HOS 9 IPI . A" INGINEER'S
ALPINE 11CUNICAL UPDATE 11/1/911 FOR PROPER
C=3 C=3 I
C=3 C=3 Cm C=
IIAL 014 THIS OnAllIND APPLIES 10 THE COKPOillEIN DEPICIED I -ERE
IN ONLY. AND $HALL NOT af ACLIED UPON IN ANY DINER WAY. I
DRYWALL APPLICATION. FURNISH A COPY Of 11115
VISION TO lit TRUSS EnICIJOH CONIAACjOn,
4 --IPI - TFXUSS PLATE INSIIIUIE. NOS - 1991 NATIONAL OCSIG14
SPECIFICAIIOU FOR wono CoiGInUCiIOH
(D)
Plate Max. Web Length
lX3*
2-8-0
2X4*
8-1-0
3X4*
13-6-0
2X4 F.L.
lumber
grades
Max. Length
without
bracing (N)
Max. Length
W/strongback
brace (S)
STANDARD
5-11-0
11-10-0
jl�Of IS
CRIT:
TC LL 30.0 PSF
DATE 05/06/92
'C DL 1.5 .0 PSF
WT -r
III q I I."
Ill & Better
ryj&.�M, r -A- 0 A ,-,15 %6K,(.)_jk r,
L 7-9-0 11
CA -ENG FM
NO. C043845
I T.LD. 50 .0
REV 15.6.5
SCALE - 0.5000
DESIGN UBC
nEF 40532�-11427
jl�Of IS
CRIT:
TC LL 30.0 PSF
DATE 05/06/92
'C DL 1.5 .0 PSF
()nWG CD109 N."/
0L. (U) 5. 0 PSF
CA -ENG FM
NO. C043845
I T.LD. 50 .0
LEN. VARIES
Ev. 6.3D97 -A
IR.FAC. . 1.15
-/A
P I TCH VARIES
'PAC f NG -
TYPE GABLE END
i:�V. 4�
S-rA Na A 4�, >
�A I L_
Job: fORAPER—NALK Itl JM4 DRAPER) / TJ 2;.1*3-1/2 COMN
TOP CHORD 2x4 FL 01
BOT CHORD 2A4 FL #1
WEBS 2x4 FL Standard
CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE
7.3.3.
-r3
w
1:
CL
(D
m
(9
THIS DWS. PREPARED FROM COHPU7ER 114PUY [LOADS & (1IMEpjSj()NS) SUBMITTEr) By yMrS MFfl.
CONNECTOR PLATES MUST BE INSTALLED 114 ACCORDANCE WITH THE
REQUIREMENTS OF I.C..B.O. RESEARC11 REPORT 02949.
(U) 10 PSF BC LL CHECKED PER UBC CRITERIA.
IN LIEU OF RIGID SHEATHING:
TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PUALINS SPACED
@ 24.00" o.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F.
OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00* o.c. cn
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
A -795f W=3"8
22-3-8
--22*3"B
OVER 2 SUPPORTS
(D
BUILDING DEPA,17i;
A-7950 W-3 "8 r%pc)f-%
Ar 1- INJ
011
1 - PLT,
TYP,- ALPINE
mrGN CRIT Uac
CA/O/I/OZ-/-/F
Rev
SeAl. 65474
17.3u6 Rf' E - 0,2500
CO
cs)
*IMPORTANT* 3e""-* 'Er,91"ar"
MG01-1 Elrft-),M ME
WARNING
FES
TC LL
16.0
PSF
REF ;1427--55285
=4 cm
r
WnAlltls f1l" rAIS CASIQ; CA 1-4q. SPECJ? lCUMS. On WE
factuor rc, eviLD 1-11 IA*ss in z4rc�Asu mi no
8000. SEE tUD-25 of Fri. &CC 1415 Comm
C DL
10.0
PSF
DATE 07/05/96
C=3
won s, wp).
LLPIPIL Mj"CAS d9t ROSE CP OGA DALY SIKE1. Kttlur, XSfK
oca xornimmi. smus pumLows PACII-s PE
LI&ES.-
5.0
0:,I!C9t6! FcE,:C4TECL TCF
OL
PSF
DAN CAusn,627 96187501
C=3
ATRU
444S Z2 IN (,WVf AS tAD:L-J. LFPL I ECCKEC�CQS ic fiscA rirf cr
TPM AAJD OIPEP03SE LMILD V1 CHIS LITIM P459112tJ
CKTO SVAL4 BE L&rEqKLI EAW-8 V3114 &Tul—.p
ED
PL#W=
cc
C.3
r-
LL (U)
0-0
PSF
CA -ENG m[i/T---
c=I
ALPINE C=3
WAX=
LV AtTLCIE0 9,ELIRIIG. V�ITCW CIP=
No. C43845
CURACIDUS rEP CPS1111,65, 130. 150 It ISEIA-9. GESIC" Sl&&ZgnB&
WIF" MCDERJ AIT"J4ED DICED Ct,-L3,13 S"
-EP
(w. $3017
LO.
31.0
PSF
r-- 3
TRUSS
SS.
CCLFCfW VAPPUCABLI M.1316113 Of fUS 9 %P) - &if 0131LUP'S
IMILE TE-'ImIrAL UTAIL 11JI111i SOR PRVER
r
C=3
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SF4L Ell INS EMANUr. AMI[S ED WE I.TK-Jrfil EEPICIEC, WE
I !I -U 9ILLL 1141 Ef CURD LW#1 ED ME Dll-lq Illf.
Obtl(ILL Apmgt.%Iftl. f -041s" A Ccpf OF bolS
JIS
10231411 To I IF fNAS EPECIICII Mllfutcrr.q.
VOL Nll�
A.. It
A. FAC.
1.25
5
rzo AV Tur,
IPJSS 01. 'LIE visi o Fork. "l:S - t.Al IAIJ3oAL MKII
S-f.C9flCA; leo F."I li!.,:o r ,�.j
Job: (OAAPER--WALK IN J10M 0aAPCS1 I T2 22-3-112 SPEC CM4
TOP CHORD 2x4 FL #I
BOT CHORD 2x4 FL #2
WEBS 2x4 FL Standard
CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE
7.3.3.
wm-1
Z:
Ld
C�
a
E
01
tA
THIS-O"G, PREPARED FMA MPUTER 111PUT ILOADS & DMENSIONS) SUDMITTE0 BY TRUSS XFA.
r)
CONNECTOR PLAJES MUST BE INSTALLED IN, ACCORDANCE WITH THE >
AEGUIREMENTS. OF I.C.B.O. RESEARCH SEPORT 02949.
(U) 10 PSF BC LL CHECKED PER UBC CRITERIA.
IN LIEU OF RIGIO SHEATHING: ru
70P CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SRACED
@ 24.00* o.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 H -F.
OR BETTER CONTINUOUS LATERAL GRACING SPACED @ 72.00" cl.c. a)
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
Ln
0
ru
—j -2-6-5—j— 8-3-8 el
22-3-8
--22'3"8
F OVER 2 SUPPORTS
R-801# W-3*6 A-685# W-3'8
BUIMM DEPAR-i
ko
cp SOW 854713
PLT. TYP.— ALPTNE
QgSISN CRIT U13C-
CA/0/1/0/—/—/F
Rey
17.3uG
SEA !E a 0,2500
LVIC
**1MP0F1TANT**Ll" "Is"' 0 mwwla, w,
SIM mell a fktsposmx UP mi
WARN I NG'Russps Amm 'Eug"C" "'A"
In IlArv"rk 090110" A#IO
TC LL
16.0
PSF
REF A427---55286
DATE 07/05/96
C=
C=3
c=3
C=3
1=3
C=
cempuff rumrais mmn ep imse wmirtrAnOlAk OR Ant
FAILL011, TftW
MCUS sm awot eir wi. sm Tilts Mism
DL
10.0
PSF
ORN cAwm27 saimog
C=3 C=3 C=3 C=
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4Pnff ONIMM AW I&M Of N" YRIL M I 111& 4314
rok MONFIMn 5;%CL&L Pc%wxwl Mcim pa
5. 0
PSF
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DL
CA,—EKG MQ44,
C= C=3 C=3
AUS
"M 94 0 99CED1 As MM. AvK1 W"CTODS 10 EACH FACE OF
V4W APO MUSS 01ADWSt LCCA1111 'JU INIS OESM POSIM"
CWTO 3MLL SE WfULLI OMM WITM flawa
LIF A18*0*9 PtINWM SufAmm I"TICH CIPMAD
LL (U) 0-0
PSF
C= LPINE
C=3
ft C43845
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C=
T FRI S
0=11CIM OW MUMMS 0% 1" C 1119A -F. M529F StUlWOS
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&war. mcimcm ismic u/i/Ou ram wom
OPMALL APKICMD". V.1405" a Cwt go MIS
It E*L 63"1 T.LD. 31.0
PSF
cm
C-- C=J 1 '3 =J
C 3
III UlLf. AIM SISILL 103 M RELIED '."M IN �Itif;g I;ftTIA
(1117111CAIIII IBM EICCIA.11 C.11.14ACTINI.
116
tWASPACTma
-.25
24.0"
owss RAIC 3119111111. 1" i tA I(jpj LqSIj:!;f
Wr i call RIO VZO COPISTAIACIP111
2
0-
X"
Job: (ORAPEA—WALK 114 JM01 GRAPIERI / T3 32' COMN
TOP CHORD 2)(4 FL Ot
BOT CHORD 2x4 FL #1
WEBS 2x4 FL Standard
CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER mDS-91 TABLE
7.3.3.
THIS OWG. PnEPAREO FROM COMPUTER INPUT ILGAGS 6; 01MENSIONS1 SUGHITTED BY IRUSS IIFA.
i. I
CONNECTOR PLATES MUST BE INSTALLED IN. ACCORDANCE WITH THE
AEGUrREMENTS OF I.C.B.O. RESEARCH REPORT #2949. c
cn
(U) 10 PSF BC LL CHECKED PER UIBC CRITERIA. m
jhl.
ru
IN LIEU OF RIGID SHEATHING: �j
TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED
@ 24.00" O.C. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. to
OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72,00" ox.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
m
_j
Ln
a
w
16-0-0 22-3-8 -1 - 6-3-8 _,ii
X4
4
22 - 3-0 ---- -1
R-8100 W-3'8 OVER 2 SUPPORTS R=676# W-3". 8
s
1:14kmi
1:11UNCY
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cn 'CA .0.
PLT. TYP.- ALPINE DESIGN CRIT UBC CA/0/1/0/-/-/F Rev 17.3v6 & T_ 2500
=a CZ3 C=3
C= =
LPINE
TRUSS
rz_-7
**IMPORTANT *W"'P:E eltitiff"10 ;Qfrw7r, Pc
SMALL ws nE ewsrossmlE F14441
Cticaligla rP4:r INIS DES141 tR IIIESE InCIFICAMPS, or Silt
MUSE M DUMD WE FFVSS I" cowcwuxl; "1114 ama of Ips -
O -PEW eUt-MI-1CPS "t VJD! Ur eD04 GmLV. SIELL Mr:113 SSIO
t446 Go b IMPIP AS WED. as" t ccrrtrcrccs to E an r&cE c,
m -,S Ma WR CSS 011t -1111(15f MATILD911 FI-ISOISIGN. 1XIMMI
�umxclgcis PLO cousles 13". IV. % jWjfF_ OFSK6 SrJL-I::AK16
pulgRA JfjAPj%lMf DPV.3510,AS ff 10S S rPJ All ;U91HEER'S
vLL cot Toss cussm unus ro mE cawmElIT CF.PICIIE0 KPI
;In IU&kl. AID S19-11 110T BE FIELIED UP1714 III AM IlIttm Elf
__ . ". — a A" rK - ME MrIWLAA rfSI613
- , u
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WARNING-- 91073CIE WitCHE CnM
Egr.^.f:(n M)
C
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EPJCIQ5 SrF W"I Olt IP.. St ]
F&A Awriggi-It S'=tk FUJIMUT PACIRIC It
SIRSCRUITS. U4.ES9 CMC1115C IMICArEM "�V
Clf.%O $13411 PE L&Tlr-%LLI EMIC' MI IN : CA
Lt A1119060 P.J`4210 SHEAWIC. &'Jf(C-4 clic-D
NITH -5i'l-LI siuoEc sitsill c rill -FUS SEE
ALPIflF TEEMICIL WTAIE IIJ31991 Fep Pp'%'Ep
UPIMIL AP;)L CAII'Yl. P-RIISH ", C"t or 1.11%
VESIVI TO THT frl.",S EVECTIM cW1,511crom.
SPMfICAJ RIP M4 11SOD CMAARGI ISU
fifEssf C LL
0
DL
DL
NO -C43845 LL (Ul
[m. 6jD9) 1f. LO.
FAC.
SPACING
16.0
10.0
5.0
0.0
PSF
PSF
PSF
PSF
PSF
REF A427-55287
DATE 07/05/96
OF1W CAVSR427 96J97503
C A- E NG MC Aff 1,
31.0
1-25
24. G'
Job: JORAPEA--NALH IN JOHN DRAPER) / T4 32- TSC
TOP CHORD 2x4 FL #f
DOT CHORD 2x4 FL #1
WEBS 2x4 FL Standard
1�
CONNECTOR PLATES DESIGNED FOP GREEN LUMBER PER NOS -91 TABLE
7.3.3.
(L
ALL PLATES ARE 2,5X4 EXCEPT AS NOTED.
(F) SEE DRAWING A115/E FOR FILLER DETAILS.
IN LIEU OF RIGID SHEATHING:
TOP CHORD TO BE GRACED BY PROPERLY ATTACHED PURLINS SPACED
@ 24.00" o.c. IN ADDITION. A RIGID CEILING OR 2x4 03 H.F.
OR BETTER CONTINUOUS LATERAL SPACING SPACED @ 72.00' o.c.
MUST BE PROPERLY ATTACHED TO THE BOTTON CHORD.
THIS TRUSS IS DESIGNM TO SUPPORT
ADDITIONAL coNcENTRATED LOA_Q(S)
WiERE SHOWN. ( ?LA0T,6f,46Lf:)
4
ZW3
THIS DWG. PREPAKO FROM campurEp INPUT (LOADS & DIMENSIONS) SUOMIT71ED BY TnUSS Wik,*
n
***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATDR*xm
CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE U)
AEOUIREHENTS OF I.C.B.O. RESEARCH REPORT #2949. 33
h.
(U) 10 PSF SC LL CHECKED PEA UBC CRITERIA.
CONTRACTORS WARNING: U)
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CD
-4
w
I . UAN
!0 ------213'4*
(ED
) -0,
+3'8'-] RLM-w r5rw mAvw
16-0-0 '16-0-0
k--O--�- —65-3-8 9-8-8 9-8-8
— 20, 1" 10
32' Atjrr--)�i %Vr- m
F -134d ru
I 10-D-0 OVER 2 SUPPORTS
R=10230 W=3"8 R=t269# W=3*8
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DO
cs, =
r, c=,
W1,011% ILUOPEEM P"MOCTS. I&C
**IMPORTANT*
FEG01W Fzrp_-E CM
W A R N I NGI p'sn
FES
TC LL
16.0
PSF REF R427--55289
C:3
C= m-.)
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0`03 &WITIrmt. SPEC3U 1=2.4n? B.I.Ctir gm
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c= C=3
cm
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01f,IALL APPLICIIJIll fuRJISPI A CUP# Or FF11%
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w
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- - - - - - - - T91Fz nwa mroapm Fnnm rM3PUTCA INPU7 JLCADS r. OTPOISIONS) SUBMITTEO BY TRLJS5 MFP..
job: (UHAFtH--y4ALK LPF �AJJIM U"Rl`rPfl I — — —
TOP CHORE) 2)44 FL #1'
SOT CHORD 2x4 FL #1
WEBS 2x4 FL Standard
CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE
7.3.3.
10 PSF 8C LL CHECKED PER USC CRITERIA.
ALL PLATES ARE 1.5X4 EXCEPT AS NOTED.
(F) SEE DRAWING A115/E FOR FILLER DETAILS.
THIS TRUSS IS DESIGNED TO SUPtORT ADDITIONAL COMENTRATED LOAD(S)
WHERV SHOWN. (pL^pyr 150CLF)
4
.3
0
**"LOADtNG ON, THIS TRUSS CALCULATED BY TRUSS FABDICATOR*N*
C
1A) IX4 03 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO U)
BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS, BRACING m
MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A jh
ro
SUITABLE SUPPORT BY ERECTION CONTRACTOR. �4
CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE to
REQUIREMENTS OF 1,C.B4O. RESEARCH REPORT #2949. C"
l' -
CONTRACTORS WARNING: CD
THIS TRUSS IS DESIGNED TO BEAR ANDIOR SUPPORT ADDITIONAL LOADS -1
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY.
al
IN LIEU OF RIGID SHEATHING*
TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED
9 24.00' c.c. IN ADDITICK A RIGID CEILING OR 2x4 #3 H.F.
OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
16-0-0 16-0-0
2_'_-_0A-- O -Z-0 15-1 i=8 I -OA
-.65-4-2 20' 1" to
32'
OVER 2 SUPPORTS
A-9170 W -3"O R -t3750 K=3'8
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85
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co
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C=3 LZ
DESIGN CRIT UflC
*IMPORTANT**`f`E""""""u "w"s "'
* SPAU 'Wf e5 FES"US(fif I'll" "At
eivIArgarl rpoN MIS AlEstal OP 'ICW S-E"IC,%I(rAr, 0- UJI
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C[rftWlnDS AVE MVP af 209A MIA. S1114 KflftJO 'Srm
1445 614 0 Elmoll AS WED. A.S.P1.4 CGIVECIMS to Etc" FICE cr
jrjjS2 NO UXESS 01PEr.tSE LCCSIW Ul 7011, arSISIL POSI AID'
ZuEcrops 14016PAVILSS 13.). no t uv,& -r. tustei surraivs
CABLI FP64510143 OF 105 9 Irl All ftiattern'5
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"to
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a 111611 U-3. Ew.1101f A1111
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SCO SPEC'M "E""If"T EPAZEW at
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Lf A.VLC$rD Fl. PlUD SOU81411-Z. 8511tif MAD
stfit PrEPMO .611AD" 111r.13 CAE11.915 -- SEE
ALF111t, IECIIJIM LSOAFF tPIP11411 fall Ff<K0
stifirki.1 AMICAFICH 4LVUZVS 46 CCP4 -0 tills
utswu 9!! A 111M Mr.19,11 "INUC1111'.
%Of ES TC LL 16.0 PSF
C OL 10.0 PSF
OL 5.0 PSF
a"
cc 9-2. 15 LL �U) 0.0 PSF
No, C4384 7 T.LD. 31-0 PSF
FAC. 1.25
SPACING 24.0"
REF R427--55290
DATE 07/05/96
DAW CAUM427 187506
C. -
CA -ENS
155 1-1 wus 14,10114 VESM11
SM Ali% WIRD 111"ISFIX[CrIC41
Job: TORAPEA—WALK IN JOHN ORkM01 1 76 3Z- TSC
TOP CHORD 2m4 FL ft
BOT CHORD 2x4 FL #1
WEBS 2x4 FL Standard
CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PEA NOS -91 TABLE
7.3.3.
ALL PLATES ARE 2.5X4 EXCEPT AS NOTED.
(Fl SEE DRAWING A115/E FOR FILLER DETAILS.
IN LIEU OF RIGID -SHEATHING:
TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED
@ 24.00" G.C. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F.
OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' o.c.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
THIS TRUSS IS DESIGNED TO SUPPORT ADDITIONAL CONCE14TRATED
LOAD(S) MiERE SHOW. � PLA4r lei+IEI-r-)
4:
=3
THIS 096. PREPARED FROM COMPUTER tNPUT iLOACS & rilmEtiSIONS) SV8?irTTED BY TRUSS Wn.
u**LOADING ON THIS TRUSS CALCULATED BY TRUSS FABAICATOR*W*
CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE
REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. m
JU) 10 PSF BC LL CHECKED PER UBC CRITERIA.
CONTRACTORS WARNING:
THIS TRUSS 15 DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED CURING
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. co
0
A . �JA -
26 -
6-
_0 .
16-0-0 16-0-0
- -r - P-�--O-: BUTTE
—6 Z3--- 9— 6-3-8
k-6-4-2
R=8990 W -3"B 10-0-0 OVER 2 SUPPORTS A=13930 W=3"El PPF?ok/Eo-%
100#
0)
' PLT. T P.– ALPINE
DESIGN CRIT UBC
CA/0/1/0/–/–/F
Rev
SeC 85488
17.3u6 SCA g - 0. 1075
m = c=
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TRUSS
C=
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— c=31
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* * IMPORT ANT**'-' Mw "'FlEr" "c"s.
Su4LL -w a r4swum r�,p mi
u-nocus rpm uns o-srst, o; rpesr wwo3wicis. ok All
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rsvm me tru.w Wwwisl LOCA160 al 1pts olsocu. -istliall
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r. KC Z c IN LUIEWPUP's
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VfH 4915FULf AllACK0 OE69D CULVIS -- SEE
&L 911E MINIM uprAlE I?fs/Qtl FOR PPMEA
gi
oprffAll� AMrCAj"o F-.%MWI L Mll CF 1311S
difstal To 1111. opi5s EAECTIC44 courfact0q.
�
[Is
L" 9-V
No -C43645
Ov 63097
dkllf&XW�n�ISPACING
C LL
C DL
OL
LL (U)
T.I.D.
R.FAC.
16.0
10.0
5.0
0.0
31.0
1.25
PSF
PSF
PSF
PSF
REF A427--55288
DATE 07105/96
DAN CAUSRQ17 S6187504
CA–ENG MO 417--
IN
1111;0111,
StAltrinilluic.
Job: 1DRAPEA—KALK IN JOHN DRAPER) / 77 29' COMN
TOP CHORD 2x4 FL 01
80T CKAD 2x4 FL #f
WEBS 2x4 FL Standard
CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE
7.3.3.
ww
mrs DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED OY TRUSS HFR.
r')
(A) JX4 #3 HEM -FIA OR 13ETTER CONTINUOUS LATERAL BRACING TO >
BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING c
MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A in
SUITABLE SUPPORT BY ERECTION CONTRACTOR, m
b,
CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE To
REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. -j
(U) 10 PSF BC LL CHECKED PER UBC CRITERIA. tD
CD
IN LIEU OF RIG16 SHEATHING: (IS
TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED Jl
@ 24.00' o.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. Ell
OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" o.c.
MUST BE PROPERLY ATTACHED TO THE 807TOM CHORD.
14-6-0 -1- 8-2-8
�—_O --T[I- 22 8-8
22-8-8 ----
OVER 2 SUPPORTS
R-823# W-3*8
X4
—F
Ln
4
tn
m
4
A-689# W=3'
(E)
im
cp Se
PLT. TYP.- ALPINE DESIGN UIRIT USC: CA/O/-I/O/—/—/F Rev 17.3u6 SCAWE T5500 2500
a) c=
c= cm cm c.,
*wIMP0RTANTX*Qpcl'6 =mrts- 'cc
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4 -Ir..
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TC LL
J F3. 0
PSF REF R427--505291
c=7
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coftsarias nx" Tnis orsmi -zo rivss speCIFICIMCS-S OR Alit
113 tK Ift5l,
EIPAC:113. UE NITS 93 at FPJ. $CC Tills mSI21
OL
10.0
PSF DATE 07/05/96
C7.1
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fVwS 0-0 WILESS 9 FNERVI 51 LOWID IYI TH313 DIE1101S. M. tf3qu
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dw
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oitu vpwipi., mawm ocroo cEntin — aic
lip. 63091
LD.
31.0
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c_n
TRUSS
01*0MC Orf"SkICME M94951COIS Of WS C IN In EMPEEP'S
StIPFIC IEDICCIL UMAX req rwcmo
III
I=-
c—"
c=I 7-3
c=j = cm c-:3
I
SFAL M TKIS GrAlf3ft' JrA rES TO TIC COt"Ifill IfI311.941 PERE
I S"tL mrfu Lrol lip Aut vetoes K&f
M. �-' I.P.O.", Br
MISS.& APPLI'MICII. PJIUIM A COPI OF THIS
E-!Slrti So Fit IWSS I!svcTlrcl rujimAcum.
VIX
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I
FAC.
SPACING
1.25
24.
p 111111111
Are lyntfluic. tI;lS - 1551 441 [WILL L4SIGIJ
"�'ECFFICAI [CIS flin NUM COAI.Iri leu
TOP CHORD 2x4 FL #1 :T2 2x6 FL #2:
BOT CHORD 2x4 FL 02
WEBS 2x4 FL Standard
CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PEA NOS -91 TABLE
7.3.3.
(U) 10 PSF BC LL CHECKED PER UBC CRITERIA.
(0) THIS AREA OF TRUSS DESIGNED TO SUPPORT 2411 TOP CHORD
OUTLOOKERS. GABLE AREA TO SUPPORT SIDING LOAD NOT TO
EXCEED-" -*10 PSF. REFER TO DRAWING 3.027.999 FOR GABLE
FILL DETAILS & REGUIRED BRACING.
T
THTI MiG. PREPAIIE0 MR COMPUrEil INFUT iLOADS & DIMENMONS) SUBM111ED By V1USS MF. -q
1*440LOADING ON THIS TRUSS CALCULATED BY TRUSS FABPICATOR*H*
C
(A) JX4 "L- BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH
80 NAILS @ 6" D.C. BRACING MATERIAL TO BE SUPPLIED BY
ERECTION CONTRACTOR.
CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE'
REOUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. to
cn
ALL PLATES ARE 1.5X4 EXCEPT AS NOTED. A-
m
IN LIEU OF RIGID SHEATHINGr. 1.1
70P CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0
@ 24.00" o.c. IN ADDITION, A RIGID CEILING DR 2x4 #3 H.,F. 0
OR BETTER CONTINUOUS LATERAL BRACING SPACED 9 72.00' O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
(0) 14-6-0
I I
) —r472L(va,
9-0-2 9-6-0 10-0-0
33-0-0 2-04 13UTTE COUNTV
I 80tLM
�V,
R=i159# W=3"8 OVER 2 SUPPORTS A=312 plf W-10*3*8 CepARTW
APPROVED
n Z)ME ticou'
0.11375
PLT.
TYE.— ALPINE
DESIGN CRIJ -USC
C /1/0/—
Rev
17.3ufi SC -
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WAMING!" '00"' Ez EVF Me
IES
TC LL
16.0
PSF
REF R427--55292
DATE 07/05/96
S)
C=
51111.1 t0f ft Al[SWPINT01.1 rIP A41
g;.jt.%jlW. rpaq FP33 CESM" CA I.M. SPECIRCAMUS. all in(
In IKWUM
"14t&4. SU W.O-Cj Of (PE. 6E9 THES CESIZ
C OL
10.0
PSF
_j
N I tH 101.
1`0:1 M91304L SOMAZ P[PACQUI tXkCJLG PC
C=3
:3
C=D C=) =3
F;lLtFC rG vullo 1�x rims I" --ore;k"19A WHO Of
'lop
C DL
5.0
PSF
DRW CAUSR427 MOM
cm
C=)
ALotm welaclops Atc "to! er M& GIAV. 31121. m5ell1r. A51.1
GU30ENEMS. MUSS OffrOOFSE TWOMM0.
C=3
Cm =3 c: -_-a
14dfi rQ 8 CUM SS LCTEO. "PL f CCIVECf" rQ EACI� rACE C--
oom spAu. ar LIFEWLI SWU AM" 021rcro
NO.C43845
C LL (U)
0.0
PSF
CA —ENG MD
LPIN
1AM Are tA1653 011CWtSi MUM ell T141S DESIGM PrSIRSA
j I LTIACMD PLIWMD SNEUMV15. sat row cpm
c
TRUSS
co'lljEr lM pEp Gpskq!ZS 1". 3V, % Ifi&L.-F. 00101 NFAVULK.
mrorm unralaut. onvasims OF gas t wi All murvill-
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A cart oF lifts
(IN fir97
OT. LEY.
31.0
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P`3F
[=J1
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ell WX f. LIN 1111.1 L NO OR 61F.1 Itf) UPW 411 Atli (IIIIEn "it
iwiw-xL mMe4mm. v>11imi
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r -n
SPACING
24.01
5 5 9
We 1*121F IMAJ1411f. rxin - "li iRome, eourii nFic-amarom ow vvin aitir4omimu
Job: (DRAPEA--WALK rN JOhN DRAPER) / T11 39' COW1
TOP CHORD 2x4 FL ft
BOT CHORD 2x4 FL 01
WEBS 2x4 FL Standard
CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE
7.3.3.
IN LIEU OF RIGID SHEATHING:
TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED
@ 24.00- O.C. IN AODITION. A RIGID CEILING OR 2X4 03 H.F.
OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" o.c.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
3)
=3
HIIS ONG. PKPARED FROM COHPUTER fiff'UT ILBAUS & 01KENSIONS) SUBIJITTEO BY TPUSS 14FR.
JA) IX4 #3 HEM—FIR OR BETTER CONTINUOUS LATERAL BRACING TO
BE EGUALLY SPACED. ATTACH WITH (2) 80 NAILS. BRACING
MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A
SUITABLE SUPPORT 8Y ERECTION CONTRACTOR.
CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE
REOUIREME14TS OF I.C.G.O. RESEARCH REPORT #2949.
(U) 10 PSF 6C LL CHECKED PER UBC CRITERIA,
(s�
Le.
U)
to
cn
OD
Ull
0
to
19-6-0 13-6-0
2 - 0 33-0-0 BUTTE COUNTY
OVER 2 SUPPORTS DSDARTUa
R-i14O# W-3*8 R-1010# W-3"8
w w"a
APrA%R0V)PD
A r
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a)
G
C=
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c=
11=3
-
—
1 c,i
c,
1=3
I== cm
C-3 r_1
E= E=J
LPIN cm
=,
muss c— -
' Tiluss '_ E
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u.,3 = c.:. i r�j
**IMPORTANT* )JALPILAE 6115.91"ilru FQV-V.,%S. 1w,
11E KS101511"A 10:4 1'Jf
aLl(Lijan trod THIS OFU.r% CA IKSE SPECIFIZ4(104S. 03 1W
�AILV;t It WILC ;K FlV-SS III t9100MAKE 91114 OST99 84 MJ
rty[W CCUAECIOCS AM HWI OF ;Ibgj GLI.I. SIM WEIV39 J-5rN
A446 GO 3 CYCEPt AS IWED. 1PP, I CCIMCIC9% rd EJL-- 1XILE V
uNSS An tjA.ESS rotElivicsi KSMSH
er:,Ltcrouz vto, PpAwycs sio. 157 % iarm-r w[Gro STIMUDUS
0110M %jjArftlrLDtf v,;WijSlCAr, 6r rjos a FIR]. 841 c-ciferv*5
r." plS puptrin 4Fn 115 to lit CiMV4111 UVIC111111 a"E
V It I. ,
all IliaLf. "0 StILLL fVI U nfl.140 111 Altf 011CQ 'I&#.
WARNING,"s"
i, A"cLu*. llprcriod Arm
fg=IIJC. SEE 1119-91 of rp.,. f.Ef IN,[ rcsZ11
P.A% Arb"Ilium SPECIAL PEP-l"I"I SpAclix, PE
0& eva w -&:vo I p
CUPIP11413- L ESS 01 ISC 1 3- - C
C11023 SKIL.I. eE eiTm qnsven
Ll 47 1ACH1 0 PL 14SCO SW.XTWVr6. 5: rTCH C111203
WIN Pr'0101.0 LT1`10150 PMW f[ILIDS SEE
P _'
ALpJ'lE 11cwt(fl. 1poLn. lollt9b fai- fvOPEF1
.�Fl
fumrrsm 4 copt w ...
f."Flus
TESS TC LL
C DL
DL
cc C> ftC4U45 LL (U)
7 T.LD.
P AM XAC.
Ili PACING
16.0
10.0
5.0
0.0
31.0
1.25
24.0
PSF
PSF
PSF
PSF
PSF
REF F1427--552!33
DATE 07/05/95
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TOP CHORD 2x4 FL #t
BOT CHORD 2x4 FL 01
WEBS 2x4 FL Standard
CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE
7.3.3.
C014TRACTORS WARNING:
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY.
***DO NOT TURN TRUSS END FOR END***
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MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A
SUITABLE SUPPORT BY ERECTION CONTRACTOR. m
41
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CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE
REQUIREMENTS OF I.C.S.O. RESEARCH REPORT #2949.
(U) 10 PSF BC LL CHECKED PER UBC CRITERIA.
IN LIEU OF RIGID SHEATHING: CD
TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS, SPACED 'i
@ 24.00" c.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. Ln
OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" O.C. c�
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
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7.3.3.
CONTRACTORS WARNING:
THIS TRUSS IS DESIGNED 10 BEAR AND/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY.
6-00 NOT TURN TRUSS END FOR END***
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SUITABLE SUPPORT BY ERECTION CONTRACTOR. 31
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REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949.
JU) 10 PSF BC LL CHECKED PER UBC CRITERIA. a)
IN LIEU OF RIGID SHEATHING:
TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED
@ 24.00' o.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. Ln
OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
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Job: WRAPEP—AALK IN JOHN OAAKA) / [PGE) T12 45' PGE
TOP CHORD 2)t4 FL #1 :T3. T6 2x6 FL #2:
BOT CHORD 2m4 FL #I
WEBS 2x4 FL Standard
CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE
7.3.3.
(U) 10 PSF BC LL CHECKED PER UBC CRITERIA.
THrS DWG. PACPAAED FROM COMPUTER TNPLIT it narrq C. nfMFNrrnNq1 r.immz rycn nV Tniiec urn
0
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(A) IX4 "L- BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH U)
Bd 14ATLS Q 6" D.C. BRACING MATERIAL TO BE SUPPLIED BY m
ERECTION CONTRACTOR. 2�
CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE
REOUIREMENTS OF I.C.B.O. RESEARCH REPORT $2949,
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CONTRACTORS WARNING:
ALL PLATES ARE 1.5X4 EXCEPT
AS NOTED.
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DIP. 63091
24"
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING 14
(0) THIS AREA OF TRUSS DESIGNED TO SUPPORT TOP CHORD
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY.
OUTLOOKERS. GABLE AREA
TO SUPPORT SIDING LOAD NOT TO
CA -E G MO/4(,
EXCEED 10 PSF. REFER
TO DRAWING 3, 027. 999 FOR GABLE
NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING
FILL DETAILS & REQUIRED
BRACING.
AND ERECTION OF TRUSSES. SEE 'WARNING' NOTE BELOW.
IN LIEU OF RIGID SHEATHING:
TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED
@ 24.00* o.c. IN ADDITION. A RIGID CEILING OR 2x4 63 H.F.
OR BETTER CONTINUOUS LATERAL BRACING SPACED V 72.OD' o.c.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
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DATE 07/05/96
DRW CAUSR427 96J07515
CA -E G MO/4(,
A imm lq-%*r timijium puq - "n wiamt. ocsicei Z.FiFicutem r3n mRs. mr.icyc too
Job: (DRAPER --WALK IN JOHN ORAPERI / T13 45' COMN
TOP CHORD 2m4 FL ft
BOT CHORD 2x4 FL #t
WEBS 2x4 FL Stanaard
1-4
D CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PEA NDS -91 TABLE
i 7.3.3.
CONTRACTORS WARNING:
THIS TRUSS IS DESIG14ED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY.
3X6
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THIS OWG. PREPARED FROM COMPU7EA T14PUT ILOAOS G DIMENSIONS) SIJBMIITEC BY TRUSS MFR.
r)
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BC NAILS @ 6* D.C. BRACING MATERIAL TO BE SUPPLIED BY cz
ERECTION CONTRACTOR. th
m
CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE
REQUIREMENTS OF I.C.e.O. RESEARCH REPORT #2949.
(U) 10 PSF BC LL CHECKED PER UBC CRITERIA.
NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING
AND ERECTION OF TRUSSES. SEE "WARNING* NOTE BELOW. Go
14
IN LIEU OF RIGID SHEATHING:
TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED
@ 24.00' o.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F.
OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' o.c.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
4xb jxb
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DATE 07/05/96
ORW CAUS114P7 96187513
C A -ENG ND
- fou.13 0"It 91151flarc 105 - M I Ok I I WILL m mri
s-cci r I EAT jou rca ROD omisicut; tw
Job: JORAPEn—WALK IN JOHN CISAPER). / It4 45' TSC
TOP CHORO 2x4 FL #1
r BOT CHORD 2*4 FL #t
WEBS 2x4 FL SLandard
I
CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE
7.3.3.
CONTRACTORS WARNING:
THIS TRUSS IS DESIGNED TO BEAR AND/Ofl SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING
INSTALLATION TO ENSURE THAT THrS TRUSS IS ERECTED PROPERLY.
3X6
--w3
THIS ONG. PREP.�REn FnOX COMPUTUI I1* -UF iLVAtlt, tm U1MLNZ>JUMj
(A) IX4 "T" BRACE. SAME GRADE AS WEe MEMBER. ATTAC4 WITH >
80 NAILS @ 6" D.C. BRACING MATERI4L TO BE SUPPLIED BY c
Ln
ERECTION CONTRACTOR. 33
CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE t.
Ilk)
REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. �j
JU) 10 PSF BC LL CHECKED PER UBC CRITERIA.
NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING
AND ERECTION OF TRUSSES. SEE "WARNING' NOTE BELOW. CD
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LIN
IN LIEU OF AIGrO S]HEATHING;
TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED
@ 24.00" O.C. IN ADDITION, A SIGID CEILING OR 2x4 #3 H.F.
OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
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REF R427--55298
5/96
DATE 07/05/96
6 514
ORW CAUSR427 9 JR7514
IC
CA -ENG MO Afc,
I'M FKI MAU. tmmn Fir5ricli 59s ovi- Wye mr-l-ur-Jull
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Job: [0A&PEA--WALX IN JOHN ORAPFH) f jFbtj )]L� '�J ruo�
TOP CHORD 2x4 FL #I . T3. TG 2)t6 FL +2:
BOT CHORD 2X4 FL 01
WEBS 2X4 FL Standard
CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PEA NDS -91 TABLE
7.3.3.
(U) 10 PSF BC LL CHECKED PER UBC CRITERIA.
NOTE: SPECIAL HANDLING CASE SHOULD SE TAKEN DURING SHIPPING
AND ERECTION OF TRUSSES. SEE "WARNING" NOTE BELOW.
IN LIEU OF RIGID SHEATHING:
TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED
@ 24.00" D.C. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F.
OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00- O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
PLATES ARE 1.5X4 EXCEPT AS NOTED-
3X6
-&-3
.1ur DOrDAMPI'l IM14 iMPUIlErl 11WU1 ILOADS Z DIMENSURIS) SkreHITTEO FIY TrU$S RFA.
1#**LOAOING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR***
c
(A) IX4 #3 HEM -FIR Oil BETTER CONTINUOUS LATERAL BRACING TO (1)
BE EQUALLY SPACED. ATTACH WITH (2) Bd MAILS. BRACING 3D
MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A -1�
ru
SUITABLE SUPPORT BY ERECTION CONTRACTOR. 14
CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE to
REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949.
CONTRACTORS WARNING* CID
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS �j
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING- ED
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY.
(0) 25-6-0
20-0-2 6-10-3
2 45-0-0
45'
A-2059# W-3"8 OVER 2 SUPPORTS R-475 plf W,-6'3"6
41) -*a'
(EiD
BUTTE COUNTY
BUHL-D. "' DEPARIVEN1
APPROVED
,DU
Vil Rey 17JUb 5GALL - U. Le
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—DESIGN–C-BIT U9C
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16.0
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A
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it
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Job: (DnA_PER--NALK IN JOHN ORAPER) / 716 39' COM
TOP CHORD 2X4 FL #1
SOT CHORD 2x4 FL Pt
WEBS 2x4 FL Standard
CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -9i IABLE
7.3.3.
CONTRACTORS WARNING:
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING
INSTALLATION TO ENSURE THAI THIS TRUSS IS ERECTED PROPERLY.
***DD NOT TURN TRUSS END FOR END***
(L
n
ccl
I
%.0
C)l
, 1711 T TV0
3X
M-7 3
i"IS OWG. PREPARED FRM COMPUTER INPUT (LOAOS & CIMENSIONS) SUBMITIED By IRUSS HFR.
n
JA) IX4 03 HE14-FIR OR BETTER CONTINUOUS LATERAL BRACING 10
(2) 86 NAILS. BRACING
BE EQUALLY SPACED. ATTACK WITH � AT BOTH ENOS TO A In
MATERIAL TO BE SUPPLIED AND ATTACHED m
SUITABLE SUPPORT BY ERECTION CONTRACTOR. h,
ru
CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE
REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. (0
(U) J0 PSF BC LL CHECKED PER UBC CRITERIA. ch
m
IN LIEU OF RIGID SHEATHING: �3
TOP CHORD To BE BRACED BY PROPERLY ATTACHED PURLINS SPACED
@ 24.00' G.C. IN ADDITION, A RIGID CEILING OR 2x4 03 H.F.. Ln
OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' (3 -c -
MUST BE PROPERLY ATTACHED TO THE 007TOM CHORD.
3 '- j('
BUTT-ErA-W WTV
-L-.
T9 -O -O
39'
OVER 2 suPPORTS R-15490 W=3"S AppROVED
R=10770 W=3"8
Se 855115 -6
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5 C=:) C3 =
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C=l
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**IMPORTANT* W'PpxtuGvqrpta um'cf& Yr.
E19AL kC I er PE"Sla t rai A -if
11PIATE1311 Full! vns CESI-M uk VIESE SpIcu:aTralL Lp J11,11,
WAKU-1 19 111,M) PIE ff�`SS 9" '"1" W"s 27 IPI
ALL1,3711. Carmclum m:e "ME cy J064 su.". SIM wrillm AslIll
A446 GR 9 trcEp, is MFED. kpt%l culacIgu$ la Ex0i rLCE c -F
IPUSS 4.10 IPMESS 01OKWISK L=tU DO WIS DESEG"I POIS111-1
EvislEcTsm PER cp"rlm J31j. Iw 11 IrAiLlf. MEMO III—"
CtlJF 2141 VIAMPLICSeLf FAVISI&IS Or WS & Opt LA E1151"Flp S
SEALO: IRIS 0pMlI2 AMIES to W MMIE111 rEPIC90 WEP4
in ritiLf. 0110 VaLL 1301' BE Kt ICE, t.-Obil Ell LIM n!14En lgtl�
SES a! I
W'L
WARNINg,". M Er-�cltcn &W
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SW,OjA. SU mge-st of TPl- SH INIS UESM
F94 ACEM110-AL 5PFCIXL WER4"911 PAT"S DIE
7."r.pVjtS. WXgSS 0jjjLj4qSC Vjt.JCAF[Mr� TCP
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Li ATlso*D PL#wa3v swkrmplr% 601104 CAVE)
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S
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16.0
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REF R427 -
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10.0
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DATE 07
ORN CAUGA4
OL
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CA -ENG MD
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LL' (U)
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Ar
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R. FAC.
1.25
24.0*
This safety alert symbol is used to attract your'! DANGER: A DANGER designates a condition
Aattention! PERSONAL SAFETY IS INVOLVEDI When where failure to follow instructions or heed wam-
you see this symbol - BECOME ALERT - HEED ITS A ing will most likely result in serious personal
MESSAGE. injury or death or damage to structures.
JACAUTION: A CAUTION identifies safe operating WARNING: A WARNING describes a condition
practices or indicates unsafe conditions that could where failure to follow instructions could result in
result in personal injury or damage to structures. severe personal injury or damage to structures.
HIB -91 Summary Sheet
COMMENTARY and RECOMMENDATIONS for
HANDLING, INSTALLING & BRACING METAL
PLATE CONNECTED WOOD TRUSSES "�'
Itis the responsibilityof the installer(builder, buildina contractor, licensedcontractor.
erector or erection contractor) to properly receive, unload, store. handle. install anor
brace metal apte connected wood tnisses to protect life and prope!&. The installer
must exercise the same high degree of safety awareness as with any other structural
material. TPI does not intend these recommendations to be interpreted as superior
to the project Architect's or Engineer's design specification for handling, installing
and bracing wood trusses for a particular roof or floor. These recommendations are
based upon the collective experience of leading technical personnel in the wood
CAUTION: The builder, building contractor, licensed
contractor, erector orerection contractor is advised
to obtain and read the entire booklet "Commentary
and Recommendations for Handling, Installing &
Bracing Metal Plate Connected Wood Trusses, HIB -
91" from the Truss Plate Institute.
TRUSS PLATE INSTITUTE
583 D'Onofrio Dr., Suite 200
Madison, Wisconsin 53711�9
(608) 833-5900
truss industry, but must, due to the nature of ; sponsibilities involved, be
presented as a guide for the use of 6'qualified buil ing designer or installer. Thus,
the Truss Plate Institute, Inc. expressly disclaii any responsibility for damages
arising from the use, application or relia ce on the recommendations and
c
information contained herein by building desig ers, installers, and others. Copyright
@ by Truss Plate Institute, Inc. All rights reserved. This document or any part
thereof must not be reproduced in any form without written permission of the
publisher. Printed in the United States of America.
CAUTION: All temporary bracing should be no less
than 2x4 grade marked lumber. All connections
Ashould be made with minimum of 2-16d nails. All
trusses assumed Von -center or less. All multi -ply
trusses should be connected together in accor-
dance with design drawings prior to installation.
!4.,41,T,RUSS;S,T.ORAQE�-.
CAUTION: Trusses should not be
Aunloaded on rough terrain or un-
even surfaces which could cause
damage to the truss.
ECAUTION: Trusses stored horizontally should be CAUTION: Trusses stored vertically should be
supported on blocking to prevent excessive lateral braced to prevent toppling or tipping.
jAA:. bending and lessen moisture gain. A
AWARNING: Do not break banding until installation DANGER: Do not store bundles upright unless
begins. Care should be exercised in banding re- A properly braced. Do notbreakbands until bundles
moval to avoid shifting of individual trusses. are placed in a stable horizontal position.
WARNING: Do not lift bundled trusses by the DANGER: Walking on trusses which are lying flat
bands. Do not use damaged trusses. is extremely dangerous and should be strictly
JA I FAprohibited.
Frame 1
Up to 24' 1
3/12
1 81, 1
1- 1 12
1/2"
Over 24' - 42'
3/12
1 7' 1
10 1 6
.49'
Over 42' - 54' 1
3/12
1 6" 1
6 1 4
5'
Over 54'
See a registered professional engineer
6'
DF - Douglas Fir -La -ch
SP - Southern Pine
0*
HF - Ham -Fir
2"
SPF - Spruce -Pine -Fir
1 W,
2"
91
Diagonal brace
also required on
end verticals.
Q
12
"a r
30
gireater
All lateral braces
lapped at least 2
trusses.
A WARNING: Failure to follow these recommendations could result in
I severe pe rsonal injury or damage to trusses or buildings. A
PLUMB
Truss
r% 1�
ep,
D(in)
I Leswr of
D/59 or 2"
1 /4
Maodmurn Pumb
Misplacement Line
12"
1/4" 1
V
24"
1/2"
2'
W
3/4"
3'
.49'
V
4'
VY'
1-1/4"
5'
7Z'
1-1/2"
6'
8V
1-3/4"
7'
.96P
2"
8'_
1 W,
2"
91
i
T
t'/4'
L(in)
Length
L(In)
Lesser of
L/200 or Z'
BOW
L(In)
Lesser of
L/200 or 2"
50'!
1/4" 4.2'
100"
1/2' 8.3'
15V'
3/4" 12.5'
Length
L(In)
Lesser of
L/200 or Z'
BOW
L(In)
Lesser of
L/200 or 2"
OLIT-OF-PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES.
DANGER: Under no circumstances should
WARNING6 Do not cut terusses. construction loads of any description be placed
J& A on unbraced trusses.
Frame 6
209'
1"
16.7'
250'
1-1/4"
20.8'
3W'
1 -1 /Z'
1'25.0'
OLIT-OF-PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES.
DANGER: Under no circumstances should
WARNING6 Do not cut terusses. construction loads of any description be placed
J& A on unbraced trusses.
Frame 6
WARNING: Do- not attach cables, chains, or
I 'hooks to the web members. I
7 60* \
or less
Tag Approximately Approximately
_Lne) 1/. truss length 1/2 truss lenl; th
Truss spanis less than 30'.
Spreader Bar
Toe In
Appr:))dmately
1/2to %,,ASS length
Less than or equal to 60'
Toe In
Tag
Line
Spreader Bar
Toe In �T o e �In
Appe,oximately
1/. to Y33russ leng1h
Less than or equal to 60'
Tag
Line
1AWARNING: Do not lift singletrusses dw th spa s
greateuthan 30' by the pea.k. I
the truss top chord with a closed-loop
attachment utilizing materials such as
slings, chains, cables, nylon strapping,
etc. of sufficient strength to carry the
weight of the truss. Each truss should be
set in proper position per the building
designer's framing plan and held with
the lifting device until the ends of the
truss are securely fastened and tempo-
rary bracing is installed.
Tag
Line
Strongback/
Sp-Bader&ir 10,
X i m
At or above
mid -height
ag Tag
Line Line
Strongtack/
SpreaderBar
Approximately
Y3 to 3/4 trus3 IEng1h
Greater than A_0'
ApproximaIEN
:Mol/Aiiuss e-glil-
Greateii than 60'
CAUTION: Temporary bracing shown in this summary sheet is adequate for the Installafor, o-'
. Atrusses wRh similar configurations. Consult a registered professional engineer If a dil'Brem.
bracing arrangement is desired. The engineer may design bracing in accordance Vulth TPI's
Recommended Design Specification for Temporary Bracing of Aletal Plate Connected WoodA
Trusses, DSB-89, and in some cases determine that a wider spacing is possible.
Typical hwrizor�al lie mosiber with
muttiple alake-a M
Frame 2
�'trues ct braced
cup of tousses
(EB)
DF - Douglas Fir -Larch SP - Southern Pine
HF - Hem -Fir SPF - Spruce -Pine -Fir
VC,
L The end
diagonal brace
for cantilevered
trusses must be
placed on vertical
webs in line with
the support.
!I!
J!
HORRJ U
Di d§ N:
M
Lateral Braci
Required
Top chords that are laterally braced can buckle
2L
1;s?.*!:D F I *-PT Hf
Up to 32'
30"
81 1
16 10
Over 32' - 48'
42"
6'
6 4
Over 48'- 60'
48"
5' 1
4 2
Over 60'
See a registered professional engineer
DF - Douglas Fir -Larch SP - Southern Pine
HF - Hem -Fir SPF - Spruce -Pine -Fir
VC,
L The end
diagonal brace
for cantilevered
trusses must be
placed on vertical
webs in line with
the support.
All lateral
braces lapped
at least two
trusses.
End digortal,,r, essqntial for
stability and must be duplicatei;
both ends of the truss system.
=450
U
20
107'r,_,_s.--(-_43S)
sea
Sp 62,
O'.� F/ff�
01 SS
51i 04
A WARNING: Failure to follow these recommendations could result in
I severe personal injury or damage to trusses or buildings. A
Top chords thatare laterally braced can buckle
togetherand causecolrapse ifthere isnodiago-
nal bracing. Diagonal bracing should be nailed
to the uncerside of the top chord when purlins
are attached to the top6ide of the top chord.
30,(013
Is
es
Ma ft. iiii "I Z ll!_ -
All lateral
braces lapped
at least Iwo
End diagonals areessenilial for
stability and must be dupircatekon
both ends of the truss system. ,
��450
Frame 5
30" or
greater
Continuous
Top Chord
Lateral Brace
Required
10' or Greater
Attachment
Required -
3A"
Trusses must have lum-
ber oriented in the hori-
zontal dicection to use
this brace spacing.
Continuous
HORRJ U
Top Chord
Lateral Braci
Required
Top chords that are laterally braced can buckle
togetherand cause collapse it there isno diago-
10,
at bracing. Diagonal bracing should be nailed
o the underside of the top chord when purlins
are attached to the topside of the top chord.
Aftachmer
Required
All lateral
braces lapped
at least two
trusses.
End digortal,,r, essqntial for
stability and must be duplicatei;
both ends of the truss system.
=450
U
20
107'r,_,_s.--(-_43S)
sea
Sp 62,
O'.� F/ff�
01 SS
51i 04
A WARNING: Failure to follow these recommendations could result in
I severe personal injury or damage to trusses or buildings. A
Top chords thatare laterally braced can buckle
togetherand causecolrapse ifthere isnodiago-
nal bracing. Diagonal bracing should be nailed
to the uncerside of the top chord when purlins
are attached to the top6ide of the top chord.
30,(013
Is
es
Ma ft. iiii "I Z ll!_ -
All lateral
braces lapped
at least Iwo
End diagonals areessenilial for
stability and must be dupircatekon
both ends of the truss system. ,
��450
Frame 5
30" or
greater
Continuous
Top Chord
Lateral Brace
Required
10' or Greater
Attachment
Required -
3A"
Trusses must have lum-
ber oriented in the hori-
zontal dicection to use
this brace spacing.
0.
Top chords that are ldbwal,'.y broced can buckle
togetherand cause cc-Mbpee Were Is no diago-
nal bracing. Diagona, rwa cing should be nailed
to the underside of ttv tcF chord when purline
are attached to the tcpsrd 5 of IM top chord.
DF - Douglas Fir -Larch SP - Southern Pine
i j i j i 1 i Fiji 1 i ji i i i i i i
.... ..........
.. ...... ...... N i
. .. ...... ...
MA ONAV AAd
Lateral Brace
M N E
... ................. ..
N
iTC
to the underside of the top chord when purlins
10' or Great er
are attached to the topside of the top chord.
Up to 32'
4/12 81
20 is
Over 32'- 48' 1
4/12 6'
10 7
Over 48'- 60' 1
4/12---1 51
6 4
Over 60' 1
See a registered professional engineer
DF - Douglas Fir -Larch SP - Southern Pine
HF - Hem -Fir
SPF - Spruce -Pine -Fir
Continuous Top Chord
All lateral braces
Lateral Brace
lapped at least 2
Required
trusses.
to the underside of the top chord when purlins
10' or Great er
are attached to the topside of the top chord.
Attachment
Required _//M
132: 0110919
A WARNING: Failure to follow these recommendations could result In
I severe personal injury or damage lo trusses or buildings. A
Over 28' - 42' 3.0 6' 9 6
Over42'-60' -3.0 5' 5 3
Over 60' See a registered professional engineer
DF - Douglas Fir-1arch
HF - Hem -Fir
Continuous Top Chord
Lateral Brace
Required
10" or Greate i
Attachment
Required
SP - Southern Pine
SPF - Spruce -Pine -Fir
Q
All lateral braces
lapped at least 2
trusses.
Frarre 3
/,o
Top chords that are laterally braced can buckle
togetherand cause collapse ifthere is no diago.
nal bracing. Diagonal bracing should be nailed
to the underside of the top chord when purlins
are attached to the topside of the top chord.
12
4 or greater
0 0��\Qv/
Bottom chord diagonal bracing repeated
at each end of the building and at same
spacing as top chord diagonal bracing.
/As;
.1 -
DF: Douglas Fir -Larch SP - Southern Pine
HF Hem -Fir SPF - Spruce -Pine -Fir
,;.A!
All lateral braces
lapped at least 2
trusses.
AWARNING: Failure to follow these recommendations could result In
severe personal injury or damage to trusses or buildings. A
Cross bracing repeated
at each end of the
building and at 20'
Intervals.
... . .. ..... I
. ......
"��'BOTTO IVIV.HPIRD
N LTB E
. ... 1.
. .
S1
.........
S N
Up to 32'
...... .. -
4112
15'
W.,
20 15
Over 32'- 48'1
4/12
1 15'
10 7
Over 48'- 60'1
4/12
1 15'
6 4
Over 60'
1 See a registered professional engineer
/As;
.1 -
DF: Douglas Fir -Larch SP - Southern Pine
HF Hem -Fir SPF - Spruce -Pine -Fir
,;.A!
All lateral braces
lapped at least 2
trusses.
AWARNING: Failure to follow these recommendations could result In
severe personal injury or damage to trusses or buildings. A
Cross bracing repeated
at each end of the
building and at 20'
Intervals.
LANC
ENTAL HEA TH.7 PERMITCLEARANCE fiLdldi-ng Permit No. q6 -4r7
13UILDING / EdgiW&M
OWNERS
A.P.
NUMBER:.
PFdXT LAST MAME FMT
COUNTY ZONING
DESIGNATION: FLOOD ZONE:_ FLdODMAP: -470r3
APPROVED: CONDITIONALLY APPROVE�--��.. RESOLVE PROS'LiEMS PRIOR TO APPROVAL -
PARCEL CREATION BY DEEDS OR. MAP
DEED INFORMATION:'
DATE OF CREATION: DEED REFERENCE:
LEGAL ACCESS PROVIDED: -YES _NO LEGAL ACCESS REQUIRED: YES NO
COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES — NO
COMMENTSICONDITIONS:
MAP INFORMATION: 6 8 oelg5)v Ave
DATE OF RECORDING LOT BOOK PAGE /7
COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT
PAGE 23): _YES �4 NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW:
A. Construct road to - B. Meet parcel size required by zone. -C. Meet current E.H.D. requirements.
CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FFES TO BE PAID TO THE BUILDING DIVISION UNLESS OTHERWISE NOTED.
Maintain a 50 ft. building setback from centerline of road. 131elEa AV15 � 191e14 -1Z 0,+rcy go
2
3
Maintain a — ft.building setback from right-of-way/centerline of
Maintain a 100 ft. leachfield setback from all existing wells.
4. Maintain a ft. leachf ield setback from
5. Pay.water tender fees in'the amount of to Battalion Number of the Butte County Fire Department.
6. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290.
7. Connect to a public water supply.
8. Connect to a public sewer system.
9. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National
Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile
homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department
specifications, serves the parcel.
— 10. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $
11. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below)
12. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010.
13. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated
in the Oroville Area Traffic Mitigation Fee Agreement. Paynmw to be niede to dw PAWN*W Dhisiam
14. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic
saf ety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3
requirements of the Uniform Building Code.
15. Deer -Mitigatibn fees are to be paid, if such fees have been adopted by the Butte County Board. of Supervisors.
ay school impact mitigation fees.
X 1 7..A development impact fee for sheriff facilities's . hall be paid pursuant to the provisions of Chapter 3, Article 11 of the Butte
County Code.
18. Wo . od stoves and fireplace inserts shall be EPA. approved and designed to -meet the emission requirements of the California
-Clean Air Act of 1988 as amended.
19. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find
pending examination of the site by a professional archaeologist. This person would then be able to assess the site
significance and suggest appropriate mitigation measures.
—20.
21.
22.
23.
. 24.
2 5.
'AIU A31N413AN OW
31ina jo AiNnoo
9661 t a I n r
(13AI333H
LD 9/96 - C:%WPS1\FORMS.MBLOGPERM.CLR
r;2
Jeff Draper
1241 Bridgeford Avenue
Gridley, CA 95948
Re: Single Family Residence
A.P. No. 024-080-114
With reference to the above subject, attached is:
[x] Plan Check List
[x] Red Marked Calculations
Red Marked Plans
Other:
Eatte, Co
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397
TELEPHONE: 1916) 538-7541
FAX: (916) 538-2140
Date: 7/29/96
Permit #96-1457
Action Required:
[X] Comply with plan check list
[x] Resubmit plans with revisions as requested
[x] Resubmit calculations with revisions as requested
[x] Return originally submitted material
Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday
through Thursday.
Sincerely,
George R. Kellogg
Plan Check Engine
SUPPLEMENTAL PLAN CHECK LIST
Permit Applicant: Jeff Draper Date: 7/29/96
Permit #96-1457
Plans for the above referenced project were reviewed by this office. Please provide additional
information and/or make revisions to plans, specifications, or calculations as follows:
1. - Provide required revisions or information as indicated on the red marked calculations.
2. , Provide grades of wood for the various elements of the wood framing.
3. Provide additional information and/or make revisions to plans, specifications, or
calculations as requested in our letter to you from Martha Whitney dated 7/18/96.
A >1 'D C U R 4 L W r A L H. A N D 3 E A
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397
TELEPHONE: 1916) 538-7541
7/18/96 FAX: 1916) 538-2140
JEFF DRAPER
1241-BRIDGEFORD AVE
GRIDLEY, CA 95948�
-Re: B.P.#96-1457 A. P. 024-080-114
With reference to the above subject, attached is:
X] Plan Check List
Red Marked Calculations
Red Marked Plans
[X Other
Action Required:
IX I Comply With Plan Check List
I I Resubmit Plans with Revisions As Required
I I Return All Original Materials and Revised Plans to the Building Department
1XI Other
Should you have any questions, pleas e contact this office at the address or
phone number listed above.'
Sincerely,
MARTHA WHITNEY - PLAN CHECKER
Permit Applicant: JEFF DRAPER Permit Number: 96-1457
Assessor Parcel Number: 024-080-114 Date: 7/18/96
Yhe above referenced building plans were reviewed by this office. Provide additional
information an&or make revisions to plans, specificaftons and calculations asfollows
1. ENCLOSED IS COPY OF PARCEL MAP ON FILE WITH BUTTE COUNTY. ENTIRE PARCEL
INCLUDING EASEMENT SHOULD BE ON PALNS. AS YOU CAN SEE FROM OUR PARCEL
MAP THE 50' BUILDING SETBACK FALLS JUST IN FRONT OF WELL LOCATION RATHER
THAN BEHIND IT AS ON YOUR SITE PLAN. ADDITIONALLY PLEASE SHOW LOCATION
OF SEPTIC SYSTEM ON SITE PLAN.
2. TRUSS T12 AND T15 SHOW' CONTINIOUS BEARING -PLAN DOES NOT SHOW HOW THIS IS
ACCOMPLISHED. PROVIDE FOR BEARING.
3. PLAN HAS NOT BEEN REVIEWED FOR STRUCTURAL CALCS HOWEVER IT IS NOTED AT THIS
TIME THAT SOME OF THE SHEAR WALLS DETAILS HAVE NOT BEEN NOTED ON PLANS.
4. 1 SPOKE WITH MIKE SROKA AND HE WILL BE SENDING 2 COMPLETE SETS OF ENERGY
CALCS. ADDITIONALLY I AM STILL AWAITING CLEARANCE FROM HEALTH DEPT.
5. PLAN IS TO BE REVIEWED BY OUR PLAN CHECK ENGINEER. HE MAY HAVE ADDITIONAL
QUESTIONS AND WILL CONTACT YOU REGARDING THEM.
If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00
RM and 4:00 P.M., Monday through Aursday.
CC: MIKE SROKA
4140 DAN AVE
MARYSVILLE, CA 95901
JOHN DRAPER
1931 FEATHER RIVER PLACE-
PAPAnTQP PA Qcmrn
MARHTA WHITNEY - PLAN CHECKER
TJe!ff� �D�r a p�e �r
/Gridt
1,241,,Bridgeford AvenUe,
ri
le
�y, CA 95948��
Re: Single Family Residence
A.P. No. 024-080-114'
'6utte IroullAf
L A N D 0 F N A T U R A L W E A L T H A N D BEAUTY
With reference to the above subject, attached is:
[x] Plan- Check -List -
[x] -Red Mar-ke-d-CalZulations-
Red Marked Plans
Other:
Action Required:
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397
TELEPHONE: (916) 538-7541
FAX: (916) 538-2140
Date: 7/29/96
Permit #96-1457
[x]. Comply with plan check list
[x] Resubmit,plans with revisions as requested
[x] Resubmit calculations with revisions as requested
[x] Return originally submitted, material
Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday
through Thursday.
4
Sincerely,
'George R. Kellogg
Plan Check Engine,
ua-a sryt�
6�Jl-
SUPPLEMENTAL PLAN CHECK LIST
Permit Applicant: Jeff Draper Date: 7/29/96
Permit #96-1457
Plans for -the above referenced project were reviewed by.this office. Please provide additional,
information and/or make. revisions to plans, specifications, or calculations -as follows:
1. Provide -required, revisions �or information as indicated on the -red marked -calculations
2. _--Provide grades of wood for the-variods elements, of -framing.
e2'1z&-,C1J � If SoOj"_x__4 /2) /OC-A--�
e
3_ Provide additional inforniatiod and/of nfdke fevisi&ig C6�1�hs, specifications, or�
calculations as requested in our, letter to. You -from Martha Whitney dated'7/18/96.
,44 Aa -9, CRA-�v,,9, 9:�J
Permit Applicant: JEFF -DRAPER
024-080-114
Assessor Parcel Number:
Permit Number: 96-1457
7/18/96
Date:
Ae above referenced building plans were reviewed by this office. Provide additional
information andlor make revisions to plans, specifications and calculations asfollows:
1. ENCLOSE-D�-IS'-COPY--OP PARCEL MAP -ON FILE WITH'BUTTE COUNTY. ENTIRE?ARCEL
INCLUDING EASEMENT SHOULD BE ON PALNS. -AS YOU CAN SEE FROM OUR PARCEL .
MAP THE 50' BUILDING. -SETBACK FALL_S__JUST IN FRONT OF,WELI; LOCATION RATHER,
THAN,BEHIND IT A�S,ON -YOUR SITE -PLAN. ADDITIONALLY PLEASE SHOW LOCATION
OF'SEPTIC SYSTEM -ON-SITE PLAN.
2. TRUSS -T12 AND T-1,5-SHOW--CONTINIOUS BEARING -PLAN DOES -NOT SHOW HOW THIS IS
ACCOMPLISHEI�;- FOR --BEARING,.-' 'Pin I-z-gourc- ^4"o
PLAN.HAS NOT -BEEN REVIEWED-FOR7STRUCTURAL-CALCS HOWEVER -IT IS NOTED -AT -THIS
EAR'WALLS DETAILS'HAVE NOT -BEEN -NOTED ON -PLANS. -
TIME THAT,SOME-OF--THE'SH
AND H NG 2 COMPL
I,SPOKE WITH AND H NG2
OM L
C�
TI I_�4 STILL
XC� �TIONALLY�-I-AM �STIL�L_AWA=TING �CLEARANCE FRPOM-�.HEALTM-DEP�T
PIAN IS TO B �'D BY 06UR PLAN CHECK__ENGINEEE-
PL C
QU�� Wff
ILL C�
0 T C�
T_YOU -R
�ND N A AEGA`RDING THEM�.
If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00
P.M and 4:00 P.M, Monday through Thursday.
CC: MIKE SROKA
4140 DAN AVE -7 L12- —
MARYSVILLE, CA 95901
JOHN DRAPER
1931 FEATHER RIVER PLACE
MARHTA WHITNEY - PLAN CHECKER
FAY F. —/ 7 PW -7 C- — 3 9
I
1�j
RES EDENTIAL PLAN CHECKING GUIDE
SINGLE FAMIOLY, DUPLEX AND NUSCELLANEOUS ONLY
OWNER: BUILDINGPERM[ITNUMBER:- 1457
PLAN CBECKER: NJ VJ A- P. NUMBER: A0
GENERAL:
Zoning requirements: (side yards and number of permitted living units).
Valuation.
Plans signed by designer.
Proper description of work on application.
Existing violations on property.
Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.).
Recorded notice of violation.
PLOT
PLAN,
Complete parcel size and dimensions. CA
Setbacks, side yards, easements, etc. -5hau,.� corre plA- plai 4 5e&loa�
Other buildings or structures.
,4-.'
Grading, fills and/or drainage.
Flood hazard.
Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.).
T?
F.A.U. & F.A.S. road setback.
7
'Building or utilities across lot lines (Record form).
FLOOR
PLAN:
Z
Complete to scale plan with dimensions.
Z."'
Required windows for light and ventilation (Section 1203).
,a.'
Required windows for second exit (Section 310.4).
X.
- Skylights (Section 2409 & 2603.7).
15-1
Glazing in Hazardous Locations (Section 2406).
I&
Required room sizes, ceiling heights (Section 310.6).
,e
G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 2 10).
/8^
Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment.
,9,.'
Location of water heaters, heating and cooling equipment, other electrical or gas equipment.
X.
Garage firewall, door size and closer (Section 302.4).
,14'
Minimum of one TO" exterior door (Section 1004.6).
J,Z."
Fireplace and wood stove location, alcoves and clearance.
),r
Smoke detectors (Section 3 10.9. 1 ).
,W.
Plumbing fixtures, water closet clearances and shower size.
R
CT DETAILS: -5hearwads no -t lakeJW
I .
2.
r
iol in
Conventional Construction - Unusually Shaped Build s (Section 2326.5.4).
Standard bracing or engineere=esignKS�ec on plaxLs 55 - m; s --v; 7
tion �2326.11.3).
Clerestory requiring ball—oo—n—ff5rmng and/or engineering. t7.
,4,.-*
Three story building requiring engineered calculations and plans.
.,8'
Foundation plan complete enough to construct building.
;e
Floor construction details complete enough to construct building.
/r
Elevations and wall construction details complete enough to construct building.
-
Roof construction details complete enough to construct building. 7-12 7-1 S
9.
Rafter ties or bearing ridge beam.
,W
Fireplace construction details and calc. if necessary.
(D
Garage door and/or porch header sizes.
>2'
Stud heights.
Adobe soils - special foundation design.
Retaining walls requiring design.
Special Inspection requirements.
16.
Header size.
Sheetrock nailing inspection required?
July 1996 3.2
I
1�j
NUSCELLANEOUS ITEMS TO LOOK OUT FOR:
er'- Stairway details: landings, rise and run, head clearance, handrails (Section 1006).
,2-' Guardrail details (Section 509). -
,31�� Brick or stone veneer (Section 1403).
Exterior plaster - weep screeds (Section 2506).
Proper roof pitch for roof covenng (Section 150 1).
Roof covering type - (fire hazard).
X Foam insulation - protection.
.1e 36" halls and stairways.
Living area over garage - complete I -hour separation required on garage side including supporting walls and posts.
J,Or' Two exits on three - story dwellings (Section 1003).
-kr Underfloor access and ventilation (Section 2317.7).
,J-� Attic access and ventilation (section 1505).
,8' Combustion air for fuel burning appliances - L.P.G. requirements.
J* Noise requirements on duplexes.
(a) Energy design.
J6' Flashing at all exterior openings.
J,7' C.D.F. responsible area requirements.
July 1996 3.3
PROJECT PROCESSING RECORD
APPLICANT: je![� DLapv
nummu 4 m it it I
PERMIT #:
A. P. #:
WORK DESCREPTI
. . DATE DESCRIPTION OF STEP - -
f -7
u
Plan cha 5
7 -2�
ro
be, oti V"on'
Cr du('q-qA UK. UXIt Orl
- '7-� q.
yo
I o i;�o :;;u ry 1, -
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M." X
And when recorded mail to:
Building Division
#7 County Center Drive
Oroville, Ca. 95965
AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT
FOR RESIDENTIAL DEVELOPMENT
Section 26-8 of the Butte County Code -requires this acknowledgment to be recorded prior to issuance of a building permit. The
property described herein is adjacent to. land or included within an area zoned for agricultural purposes, and residents of this
property may be subject to inconveniences'or discomfort from the use of agricultur al chemicals, including, but not limited to
herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation,
plowing, spraying, pruning, -and harvesting which occasionally generate dust smoke, noise, and odor. Butte. County has established
agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or
discomfort from normal, necessary -farm operations.
All that real property situate in the County of Butte, State of Califomia,.described as follows:
Date:
State of California
County of Butte
PROPERTY OWNERS:
on ng/()6/q6 before ine, Lynette Garton
personally appeared Jeff Draper and Marta Draap=r versonally
known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the
within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and
that by his/her/their signature(s) on the instrument, the- person(s) or the entity upon behalf of which the person(s) acted,
executed the instrument.
WITNESS my hand and official seal. LYNETTIF__ GARTO. N I
COMM. #102334.2
NOTA&W pUur,. C*LiFORNIA
SUTTER COUNTY
Signatu Cal: Comm- Ex "res AP 4 17. 1
A.P.#
NOTE TO RECORDER: DO NOT RECORD THIS SIDE
:.'.:AGRICULTURAL STATEMENT OF AC1<N0WLEDGEMENT':..:.:
Instructions for recording Agricultural Statement of Acknowledgement:
1. Insert the legal description of the property in the space provided on the other side of this
form. The legal description is the narrative description of the property - which wW be on
your deed. If you don't have access to the.deed, the Recorders Office can provide this
information. ( The description may be handwritten or typed in the space provided or attached
on a separate sheet if more space is required).
2. Property owners must sign in the presence of a Notary Public and have the form notarized.
3. Make a copy of the form and then take the original and copy to- the Recorder's Office at 25
County Center Drive, Oroville (the Administration Center building). The Recorder WW
record both the original and copy. They will keep the original and return the copy to you.
Just bring the copy back to the Building Division at 7 County Center Drive.
RECORDER'S FEES: $6.00 - Ist. Page
S3.00 - Each Additional Page
RECORDER'S OFFICE HOURS: 9:00am. - 3:00p.m. (Monday - Thursday).
OVER
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