HomeMy WebLinkAbout065-400-011Frank Maynard 65-40-11
° 35 Twin Pines Rd., lot 173, PP#3,
Magalia
o tr: Gary Amerine, Paradise
Permit #2.1Q7-78B,P,E,M(new single
family) • g��,✓/�� f'
MIS
065-400-011 04-0585 s`
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CHESTNUT, JAMES & GAIL �N� •,
15035 TWIN PINE RD., MAGAL
GAS LINE FOR GAS HTR
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BUTTE COUNTY PERMIT NO.
G®OT 0 DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT BP040585
_.... 0 24 HOUR INSPECTION #: (530) 538.7636 (OROVILLE) (530) 891-2834 (CHICO)
C '— ° OFFICE #: (530) 538-7541
o .T-•r:�er . a . 0
UN �d
PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS.
LICENSED CONTRACTORS DECLARATION
I hereby affirm under penalty of perjury that I am licensed under
Issued Date: 03/01/2004 APN• 065-400-011-000
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. <
Site Address: 15035 TWIN PINE RD MAG
License Class: , License Number.
'I
Map Index:
Date: Contractor.
Description: GAS LINE FOR GAS HEATER
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the
Contractors' State License Law for the following reason (Sec. 7031.5
Business and Professions Code: Any city or county which requires a
Owner: CHESTNUT JAMES E & GAIL K
permit to constrict, alter, Improve, demolish, or repair any structure, prior
15035 TWIN PINE
to its issuance, also requires the applicant for such permit to file a
signed statement that he or she Is licensed pursuant to the provisions of
MAGALIA, CA
the Contractor's Slate License Law (Chapter 9 commencing with Section
95954
7000) of Division 3 of the Business and Professions Code) or that he or
she is exempt therefrom and the basis for the alleged exemption. Any
violation of Section 7031.5 by any applicant for a permit subjects the
applicant to a civil penalty of not more than five hundred dollars ($500).):
,
❑ I, as owner of the property, or my employees with wages as their
sole compensation, will do the work, and the structure is not
Professions
Applicant: CHESTNUT JAMES E & GAIL K
intended or offered for sale (Sec. 7044, Business and
Code: The Contractors' Stale License Law does not apply to an
15035 TWIN PINE
owner of property who builds or Improves thereon, and who does
MAGALIA, CA
such work himself or herself or through his or her own employees,
provided that such Improvements are not Intended or offered for
95954
sale. If however, the building or Improvements are sold within one
year of completion, the owner -builder will have the burden of
r
proving that he or she did not build or Improve for the purpose of
( ,
sale.).
I
I, as owner of the property, am exclusively contracting with
1
i
licensed contractors to construct the project (Sec. 7044, Business
and Professions Code. The Contractors' Slate License Law does
Contractor: .
not apply to an owner of property who builds or Improves thereon,
and who contracts for such projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
❑ 1 am Exempt under Article f the sine s and Professions Code
'
Dat '" weer.
License #:
WORKERS' COMPENSATION DECLARATION
I hereby affirm under penally of perjury one of the following d retions:
❑ 1 have and will maintain a certificate of consent to self -Insure for
workers' compensation, as provided for by Section 3700 of the
Architect:
Labor Code, for the performance of the work for which this permit
Is issued.
Engineer:
❑ 1 have and will maintain workers' compensation Insurance, as
required by Section 3700 the Labor Code, for the performance of
the work for which this permit Is Issued. My workers' compensation•,
Insurance carrier and p6licy number are:
/
Carder.
Total Square Ft: 0 S. F.
Valuation: $0.00
Cen"sus Code:
Policy 4:
—/
I(S 1 certify that in the performance of the work for which this permit is
Issued, 1 shall not employ any person In any manner so as to
become subject to the workers' compensation laws of California,
and agree that if I should become subject to the workers'
DID
provisions of Section 3700 of the Labor Code, I shall
?61
forthwith comply with those provisions.
Date: o�
1 p� 4-g5go I I
Applicant:
WARNING: Failure to secure workers' compensatio erege is
unlawful, and shall subject an employer to Enmrna penalties and one
hundred thousand dollars ($100,000), In addition to the cost of
compensation, damages as provided for in Section 3706 of the Labor
code, interest, and attorney's fees.
CONSTRUCTION LENDING AGENCY This permit ereby issue�IItt err the applicable provisions of the Butte County Code and/or
I hereby affirm that there is a construction lending agency for the Resot o t orR Inc( at bo r which fees have been paid.
Civ.) '3-1-0(—/
performance of the work for which this permit is Issued (Sec 3097
By Date:
• Name: ' J i 1�� O'
PERMIT EXPIRES ON:
Address: Dafe
❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage,
handling and use of hazardous materials.
❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project.
❑ Attached are copies of the required E.P.A. notification fortes.
I hereby certify that I have read this application, that the above information is correct, and that 1 am the owner or the duly authorized agent of the owner. I agree to comply with
I acknowledge It is unlawful to alter the substance of ny official forth or document of Butte County. I hereby
all county and state laws relating to building construction.
authorize representatives of Butte ttonenter upon the above mentioned property for inspection purpos
/County
Print Name: �� lr� lG_L----- Signature:
0 Owner 0 Contractor 13 Agent for Owner Cl Agent for Contractor
_s
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT
24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO)
OFFICE #: (530) 538-7541
PERMIT NO.
BP040585
PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS.
LICENSED CONTRACTORS DECLARATION
I hereby affirm under penalty of perjury that I am licensed under
Issued Date: 03/01/2004 APN: 065-400-011-000
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"
Site Address: 15035 TWIN PINE RD MAG
License Class: License Number:
Map Index:
Date: Contractor:
Description: GAS LINE FOR GAS HEATER
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the
Contractors' State License Law for the following reason (Sec. 7031.5
Business and Professions Code: Any city or county which requires a
Owner: CHESTNUT JAMES E & GAIL K
permit to construct, alter, improve, demolish, or repair any structure, prior
15035 TWIN
to its issuance, also requires the applicant for such permit to file a
PINE
signed statement that he or she is licensed pursuant to the provisions of
MAGALIA, CA
the Contractor's State License Law (Chapter 9 commencing with Section
95954
7000) of Division 3 of the Business and Professions Code) or that he or
she is exempt therefrom and the basis for the alleged exemption. Any
violation of Section 7031.5 by any applicant for a permit subjects the
applicant to a civil penalty of not more than five hundred dollars ($500).):
❑ I, as owner of the property, or my employees with wages as their
sole compensation, will do the work, and the structure is not
intended or offered for sale (Sec. 7044, Business and Professions
Applicant: CHESTNUT JAMES E & GAIL K
Code: The Contractors' State License Law does not apply to an
15035 TWIN PINE
owner of property who builds or improves thereon, and who does
such work himself or herself or through his or her own employees,
MAGALIA, CA
provided that such improvements are not intended or offered for
95954
sale. If however, the building or improvements are sold within one
year of completion, the owner -builder will have the burden of
proving that he or she did not build or improve for the purpose of
sale.).
/
QO I, as owner of the property, am exclusively contracting with
licensed contractors to construct the project (Sec. 7044, Business
and Professions Code. The Contractors' State License Law does
Contractor:
not apply to an owner of property who builds or improves thereon,
and who contracts for such projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
❑ I am Exempt under Article f the sine s and Professions Code
Dat weer: F.
WORKERS' COMPENSATION DECLARATION
License #:
I hereby affirm under penalty of perjury one of the following.d rations:
❑ 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
Architect:
is issued.
Engineer:
❑ I have and will maintain workers' compensation insurance, as
required by Section 3700 the Labor Code, for the performance of
the work for which this permit is issued. My workers' compensation
insurance carrier and p6licy number are:
Carder:
Total Square Ft: 0 S. F.
Valuation: $0.00
Census Code:
Policy #:
—/
UI I 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 the 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 those provisions.
Date: I 1%re41
Applicant:
WARNING: Failure to secure workers' compensati verage is
unlawful, and shall subject an employer to cnm1nna penalties and one
hundred thousand dollars ($100,000), in addition to the cost of
compensation, damages as provided for in Section 3706 of the Labor
code, interest, and attorney's fees.
CONSTRUCTION LENDING AGENCY
This permitereby issue the applicable provisions of the Butte County Code and/or
I hereby affirm that there is a construction lending agency for the
performance of the work for which this is issued (Sec 3097 Civ.)
Resolutio t or incj cat abo r which fees have been paid.
—/
permit
Name:
—
By Date: ✓✓✓
PERMIT ' ` C ,
Address:
EXPIRES ON:
(Date)
Date
❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage,
handling and use of hazardous materials.
❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project.
❑ Attached are copies of the required E.P.A. notification fortes.
I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with
all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of ny official form or document of Butte County. 1 hereby
authorize representatives of Butte County to enter upon the above mentioned property for inspection purpos
PrintName: �/l j f(�J.��� Signature:
Date:
❑ Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor
B. C. Building Permit 01-16-04 pg 1
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT APPLICATION
24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891.2834 (CHICO)
OFFICE #: (530) 538-7541
PERMIT NO.
bel - 0,5 bS
DATE: / / _ O
LCR�yS
APN:��-
, 00 r� I
C� (J
ZONING:
NEAREST SOSi
TRACT/LOT#:
SITEIZD3 Ste:/
CITY, ZIP:
OWNSI:J�
PHONE:
v
STREET ADD 3 ,
AX
E-MAIL:
APPLICA AME:
PHONE
%r�
F;73
c% K&E
STREET ADDRE
FAX:
e
CITY. ZIP:
E-MAIL
CONTRACT NAME:
PHONE
STREET ADDRESS:
FAX:
CITY. ZIP:
EMAIL
LICENSE NUMBER
LICENSE TYPE
ARCHITECT/ENGINEER NAME:
PHONE
STREET ADDRESS:
FAX:
CITY, ZIP: J
LICENSE NUMBER:
E-MAIL'
DESCRIPTION OR SCOPE OF WORK:
UOS I lylt �br q45---- alPP11w LP ��kr
❑ Structure Built without permits
❑ Proposed Change of Occupancy (note previous use)
EXPIRATION OF APPLICATION
Applications for which a permit has not been issued will expire one year after the date of application. In order to renew
action on an application after expiration, a new application, plans and fees will be required
REQUEST FOR REFUNDS
Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to
the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan
checked and other department costs are not refundable.
For office use only:
Notes:
Application Received by: OVA— Date: '3 -i - C)q
Receipt number: 2� I � Amount Received: 151j.0D
B. C. Building Permit 01-23-04 pg 2
O.B.- I
OWNER-BUII.DER VERIFICAT'ION
Attention Property Owner.
An "owner -builder" building permit has been applied for in your name and bearing your signature.
Please complete and return this information at your earliest opportunity to avoid unnecessary delay
in processing and issuing your building permit. No building permit' will be issued until this
verification is received.
I personally plan to provide the 'or la/bor
and materials for construction of the proposed
property ' rovement : YES 11NO
2.
I HAVE HAVE NOT ❑ signed an application for a building 't for the proposed work.
3. I have confronted with the folio permit P Po
Mowing person (firm) to provide the proposed construction:
NAM:
ADDRESS:.
PHONE: CONTRACTOR'S LICENSE NO.
4. I plan to provide portions of this work, but I have hired the following person to coordinate,
supervise, and provide the major work
NAND:
ADDRESS:
CITY:
PHONE. CONTRACTOR'S LICENSE NO.
5. I will provide some of the work but I have contracted (hired) the following persons to provide
the work indicated:
NAME ADDRESS PHONE TYPE OF WORK
SIGNED:
PROPERTYOW?Mu
DATE:__
NOTE. This Owner -Builder Yercfication is required by Section 19831 and 19832 of the
California Health and Safely Coda This verifkaaOn trust be completed and
returned to our ojjlrce before we are pernut€ed to issue the pentni4
OVER
OWNER BUII.DER INFORMATION
Dear Property Owner.
An application for a building permit has been submitted in your name listing yourself as the buMer of property
improvements specified.
For yourproiection, you should be aware that as "owner bw'lder" you are the responsible party ofreowd on such
a permit Building permits are not required tole. signed by property owners unless they are personally perfarIIming their
own work: If your work is being performed by someone other than yourself you may protect yourself from possible
liability if that person applies for the proper pemmit in his or her name.
Contractors are required by law to be licensed and bonded by time State of California and to have a business
license from the city or county. They are also required by law to put their license number on all permits for which they
apply
If you plan to do your own wort; with the exception of various trades that you plan to subcontract, you should
be aware of the following information for your benefit and protection:
if you employ or otherwise engage any persons other than your immediate f miUy, and the wotit (including materials
and other costs) is $300 or more for the entire project and such persons are not licensed as contractors or
subcontractors; then you may be as employer.
If you are 'an employer, you must register with the State and Federal Governments as an employer and you are
subject to several obligationt including state and federal income tag withholding, Weral-social security taxes,
wo*ers compensation msmmme, disability insurance costs, and unemployme3t compensation contributions.
♦ There may be'financial risks fur you if you do not cagy out these obligations, and these risks are especially serious
with respect to worker's compensation insurance.
♦ Formare specific iafomation aboutyour obligations under Federal Law, coact the Intemal Rovemne Service (and,
ifyou wish, the U.S. Small Bmdness Adminisft-4on). For more specific infbanation about your obligations under
State Law, contact time Depaz went of Benefit Payments and the Division of Industrial Accidents.
If the strwim is intended for We, property owners who are not licensed contractors are allowed to perform their
wont personally or through their own employees, witho a licensed contractor or subcontractor, only under limited
conditions.
A frequent practice of unlicensed persons professing to be contactors is to' secure an "owner bufldee budding
perm% eaoneousiy imps that the property owner is providing his or her own labor and material personally. Building
permits are not required to be signed by property owners unless they are pmbrming their own work personally. .
Iasi on. about licensed capractors may be obtained by camtwting the Ccmtactots State Licemse Board m your
commnmity of at 1020 N Street, Sacramento, CA. 95914.
Please complete the "Owner Builder Verification" on the reverse side of this harm so that we can confirm that you
are aware of these ratters. The building permit will not be issued until time verification is returned.
.�� �arr
NFc 1 C.' V' ra, C.E.O.
Bmi.ding Inspection
NOT F-- T gut Owner -Builder b1fonnadon is req&dred by Secdon 19830 ofice Califomia Health and Sa'ety Code-
OVER
ode
OVER
r ?19
D Cc
J ws,j�"ec
.
r§.
K EY&L
AUGHLIN
CIVIL ENGINEERS
3020 INDUSTRIAL DRIVE -Y.UBA CITY, CALIFORNIA 95991
916 -674-3481
March 8, 1979
Mr. J. F. Glandes
Chief Building Inspector
7 County Center Drive
Oroville, California 95965
Re: Building Permit #2107-78 AP 65-40-11
Gentlemen.:
As directed by the Appeals Board at the meeting of
February 22, 1979, I inspected.the trusses installed at
35 Twin Pines, Magalia, Butte County,'on February 28, 1979.._
There were 22 trusses for the house and 10 trusses for the
garage. I inspected each web member and the plate
connection area of each truss. Utility.grade material
was used on web members intermittently, but in each case.
the wood had sufficient consistency, strength and density
to support the stresses used in the truss design.
It is my opinion the utility grade webbing used in
this instance is satisfactory and will support the loads
imposed.
I -have attached.a copy of the truss design for your
Job files as instructed and if additional data is needed,
please contact me.
Sincerely,
Garry UAughlin
RCE
cc. Titan Truss
GEL:nk
O(G
.k
Titan mss lacorporatod
753 V. 000.; wash ten Blvd.
Yt" City, CA. 95991
Attontion: Lesta X. SandVe f Ptesl4ant,
Ge1#' tleo" i
January 29* 1979
9t1141ag 9emit #210748
r (AP ")
With rreferatt" to the above subject grad the house being cmutr acted for
Frank M#"ad by Gm Orbe at 35 TWo Pmts Road 10 ilia, and your letter
lotted January 220; 1919,0cowe"InS the truss*$ yaw firm funishudo this office
Twill not Appreve the use of utility .gree tares wob members, (Sae footnote 13,
Table 25-A-1 -of the Vaitom Buildia8 e.)
The truss pians approved by thins office dated 918/78 did not show utility grade
web rimers. Your ftxm# of socrset is auppored to cwwt uet or fa<autah truss**
hear the approve plane. The contractor or your firm (whoMr a rects the Mates)
to also supposed to confew to the approorved plains.
P2maat<e hav+Rt yaw canoes engineer submit .a drawia$c abowinSProposed eorrrective
measures for the vab eemUrs sffected-f*r our appr .. Owe braved, the"
corrective esaouat** ". approved way6e dnn6.
Should you hove my questions concerning this matter, please contact we.
Yours Vezy trruly#
Clay cutleum.
Ai actor of Public Works
Driginel signed by
I E. Glander
�►�'. (3landar
JFG:dd y se yC�hief Sviiditsg xorpactor ;
cc i F inwk • 440 Stacey Lan*# Paradise. 95963 r
Gar
.a 1x4S P,eradis�e 9969
�ad�e Mlle! ira+s+pector
sr
and
"W" Trusses.
(24"
O.C., 4/12)
To Whom
,y
'
�-
Systems
Plus Lumber
k
JD r`
Js DL ADAMSCO.
P.O. Box
7'00
;: ::
P O.:1Box 7452 4045•Sinton Road + Colorado Springs, Colo. 80933, x(.3031475.7550
1�
CA 96001
C'�
h
-
Subject:
Utility Grade Lumber
March 24, 1978114
^.
used for webs in "WK"
repair
with 10-d nails
at 4" O.C. from bottom
chord to top chord,
including. -at
-lease one (1) nail in
:4.`
top and
bottom
chord.
j
F
sr
and
"W" Trusses.
(24"
O.C., 4/12)
To Whom
,y
'
�-
Systems
Plus Lumber
k
JD r`
P.O. Box
7'00
Receding,
CA 96001
C'�
h
-
Subject:
Utility Grade Lumber
nail a standard
^.
used for webs in "WK"
repair
and
"W" Trusses.
(24"
O.C., 4/12)
To Whom
It May
Concern:
To modify the
above trusses to
eliminate dependency on
utility
webs,
nail a standard
grade 2x4 to all webs that
require
repair
with 10-d nails
at 4" O.C. from bottom
chord to top chord,
including. -at
-lease one (1) nail in
:4.`
top and
bottom
chord.
j
F
ROFESSJON i
Yours trul
,
��� . DANt� Foy
61
22769
H. W.. Danley,
P.E.
�.
Chief Engineer
lglF
-
Of CA``E���
•
S
. ..
vovia
llj�.e
. stent �e�
OA
4y -
I
OKA-" COVNTY-�OF BUTTE — DEPARTMENT OF PUBLIC WORKS
• BUILDING INSPECTION RECORD
BUILDING- BUILDING (Cont'd) PLUMBING
Setback Firewall Soil Piping
Forms Parapets ---- 1st Floor
Main Bldg. Restroom Finis 2nd Floor
Footings t Windows i ? S— 3rd Floor
StemwaII Siding To out
Slab Roof Sheathing Water Pi in /
Q' Piers Roofing Sewer
Garage Fdn. Vents F Fixtures
Footings Garage Vents Water Htr.
Stemwal I Insulation Heaters
Slab Prov. for ph sically Appliances
handica ed ,
o� Carport Conformance of ex. Gas Piping & Test
V
Footings structure Temp. Gas
Q Slab Final Sanitation
Patio FIREPLACE Final LY
Footings Footing�� LECTRICAL
V4 Masonry Walls Throat Rough 0 -L
Reinf. Steel Final Fixtures
Bond Beam FIRE SPRINKLERS Motors
Framin Test Water Htr. �r Vti►a
19 Stucco Final Subpanels
Mesh NtCHANICAL Grd. Fault Prot. i
V Scratch Heatina Service
Brown Cooling Temp. Pole'• 7
Finish Ducts X6'7 Underground �'-
-7k Interior Lath .5-11 • 1 4 4- Ventilation Permanent
t Door Closer Final Final —,� A J
MOBILEHOME UTILITIES ---------------•-• Elec_ Service �� Elec. Pedestal
Water Piping Sewer Gas Piping
MOBILEHOME INSTALLAT N - - - - - - - - - - - - - - Support Elec. Continuity
Water Piping ! Drainage Gas Piping
•J DATE REMARKS OR CORRECTIONS `
`� • . � 8 � � � .,.� em`'`'u'. w 15�
�ov� Qd�eJ.✓ st 'rZ `itJ fO� £.Ja�S Jd G 7
�e0 aidt IZ:'"/6a w -r- 0 tJC- Cdv �5X',4, ram i,✓
og, 5,171 O to
(d�a� c�� J4 ✓tea D/c �s
�e���
�'�� �"' e �
J�7 2c -
S -113
(NOTE: An entry must be made on this form each time you visit the job site.)
• MESSAGE •
r
TO---------------------------�/---- - - -
DATEfid_ 2- o - ------ TIME ----------------------------
WHILE
---- �-----------------
• WHILE YOU WERE OUT •
r
r
MR-------------- - - - - -- -E_
O F---------
PHONE
--------PHONE 'N O ------------------
Telephoned
-----------------Telephoned - - - - ft—*'00' Please Calle
Called to See You - - ❑ Will Call Again - - ❑
MESSAGE: ------------------ --------------- - -------------a ------ - - - -- - - - - - - ---- - - ---
-------------------------------------- --- - - - -------------
--
----------------------------------3=--------u - -----------
THIS IS TO CERTIFY THAT INSULATION HAS BEEN -INSTALLED IN CONFORMANCE WITH THE CURRENT
ENERGY REGULATIONS, CALIFORNIA ADMINISTRATIVE CODE, TITLE 25, STATE OF CALIFORNIA, IN THE
BUILDING LOCATED AT:
............... ... ............
'- ............ ...............
...........
Street Lot No. G�61l'o
City
EXTERIOR WALLS it
-3 1/2'...........
Manufacturer .............. Thickness/Type ....... ...
R Value ..................................
CEILINGS
Batts: Manufacturer ......... . .......... . ....... Thickness ...........................................
Blown: Manufacturer ..i .UNITEMP
........................... Thickness g%J2.)4)P7/ No Bags
alue
R V ....................................
I
Wt/Bag ....Z...
Sq. Ft. Covered ..... ...... R Value .../..7... ...............................
FLOORS
Manufacturer .......ti.S .... Thickness/Type .........................
R Value ...... k.. � .....................
SLAB ON GRADE
Manufacturer ... . ........................... Thickness/Type ............... . ...............
R Value ................................
Width of Insulation .................. Inches
FOUNDATION WALLS
Manufacturer . .......................... T
...............Kkness/Type ................................ R Value ................................
GENE NTR OR .... !4 LICENSE NUMBER ... .....................
BY . .......ifiO�..........
DATE ... Az ..... 7f .....
INSULATIQ0I CONTRACTO 26.AIJP.jW
�TME .. EIMN&4*UM4 .
......................................................
BY �IFQ 61Y F. 95928_6
4. ...............
DATE ................. . .............
10 7
',-'COUNTY OF BUTTE — DEPi�RTMENT OF PUBLIC WORKS
7 County Center Drive — Oroville, California 95965
Telephone: 534-4541
APPLICATION AND PERMIT
BUILDING
Owner )5;21+ 1-4 h M A•4, V
SQ. FT. OCC. BUILDING VALUATION
Mailing Address h/�� c, �/ Ad
'XO
�
t!r>? rl.v� c� ► ��r✓"
Telephone No.
7-F 7q
�(� �jJr�41(�y) IJ T 2. TU'
14 O lftoev, fi. ;1?d. '744. 6 n
Contractor!�,` L
`
Mai IIng Address K ("�. �0 11� r ��
Fireplace
j 61 q. n �
Total Valuation 7&,
��//
i'rvy.), 1+
Tel ephone No.
44_.1,1fPermit
Fee I. (�
,/� `
BuildingV`
Address 3� %!
Plan Checking Fee&/or Penalty s
Permit Fee
�isl r.! Ak
PLUMBING No. @ FEE
PERMIT FILING FEE $3.00r4''�%
Each TraD 1.50
n�> eri Ica ion _
17 Z /'!" �t/;w yq ri fir„ C ,,
Repair drainage or vent piping 1.50
/ `J^/
A. P. No. •(n J �"fi%� �'%,�
Zoning.&,Planing
Water piping 1.50 •
Each gas water heater or vent 1.50
Fees
_
tW.!C
Sani\t
FireDept.: Fire Zone_
<,
Use Permit
Gas piping system 1 - 5 outlets 1.50
EQA
Parking
plans
Parcel
Declaration
y •� ` �i"r `r
Parcel Map 60'
`'y
R/W
Improvements
Each additional outlet .30
Building sewer 5.00
Bldg. Ple Rec,'d
Parcel A ovol
Plans,"Approval
Lawn sprinkler system 2.00
NEW Qr ADDITION ❑ UTILITIES ❑ OTHER ❑
Permit Fee $ ��. s r`
$ 77
ELECTRICAL No.1 @ FEE
PERMIT FILING FEE $3.00
Maiice 600V OR LESS
n service 100 AMP OR LESS 5•D�
f'
Single Family ® Duplex ❑ Mobil Home ❑ Others ❑
Main service EA. ADD'L loo AMP 2.50
Main service OVER 25.00
100 AMPP OR LESS O
{
Main service EA. ADD'L 100 AMP 1.00
NEW CONSDWEL,L�ING' OR ADDNST ( ACC'fBLDGS..:! UP g) 2P Sq ft
CONTRACTORS LICENSE LAW r
I am licensed under the provisions of Chapter 9Div. 3, of the
,,
State of -California Business & Professions Code under the name
style of: ,�
6*4'4--Q 14 ,A.4 Cal IV 1:5
NEW CONSTR. MULTItOUTL T
NON-RESID BRANCH CIRCUITS) 2.50ea l
NEW CONSTR. POWER APPARATUS&J
NON.RESID. SINGLE OUTLET CIR.
Ex. Occup (OUTLETS OR FIXTURES g L�
EX. OCCU / FIXED APPLNS. OR
p.(FIXED
(RESID.) EA) 2.00
Temporary service 10.00
✓
Mobile Home Facilities 15.00
License No. �Sr'2 i t!Classification
Misc. Wiring 6.25
❑ I am exempt from the Contractors License Laws of the State of California.
Permit Fee $ -35,72
$'$ ; ,7t
MECHANICAL No. @ FEE
WORKMEN'S COMPENSATION INSURANCE
I am aware of the provisions of Section3700 of the California Labor
Code which requires every employer to be insured against liability
for Workmen's Compensation.
I have placed on file with the County of Butte a certificate of
Workmen's Compensation Insurance.
❑I 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 the Workmen's Compensation Laws of
California.
PERMIT FILING FEE $3.00 3��n
Heating �,� �;, /tj,1,f4 I? 4j 0,,W a. 00
Cooling y,•,2 7-_.,'j T
v
Ventilation
Hood 2.00 ;(.p 0
Permit Fee $ I'3.00
$ QC
I certify that I have read this application and state that the above i
information is correct. I agree to comply to all County Ordinances
and State Laws relating to building construction, and hereby
Land Development Fee
$
TOTAL PERMIT FEE
$�,��
auinorize representatives or the county OT butte to enter upon the
above-mentioned property for inspection purposes.
X.. Datefl
Signature'of Permit a or Agent/' If'
v
Receipt No. % ?/ 10 91
White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant {
This permit is hereby issued under the applicable provisions of
the Butte County Code and/or resolutions to do work indicated
above for which fees have been paid.
DIRECTOR OF PUBLIC WORKS
By �/ 11L" �2_ Date l i.►'
Building permit expires Date/ -
5
2107-78B
PERMIT N0. ,P )E ,M
�(U V /
f PERMIT EXPIRES 7
OWNER Frank Maynard '
-CONTR. Gary Amerine, Paadise
65-40-11
LOCATION (A.P. )
35 Twin Pines Rd , lot 173, PP#3, Magal
• S
k
i
i
1.
tl
Temp. Power Pole--7
Called PG&E , /2 cLfl
Temp�6ec. Serv.
Vied PG&E 4 7.%
Temp. Gas Serv.
Called PG&E
OB
i
VFINALED S v
(Signatureof
Owner
Mailing Address t/
LS
Contractor
MailinsLAddress
L
Building Address
n r �
COUNTY OF BUTTE— DEPARTMENT OF PUBLIC K
7 County Center Drive — Orovi Ile, California 95965•
Telephone: 534-4541
APPLICATION AND PERMIT
BUILDING
SQ. FT. I OCC. BUILDING VALUATION
sa I Z ®rbe00
I
o.
v 4.
elephone No.
A. P. No. — —` 7` Zo ng
F S, ion Fire Dep FireZone, Use Permit
EQA IParking Parcel
Plans I Declaration Parcel Map 60' R/W I Improves
Bldg. Wns Re 'd I Parc I A roval I Plake,"Approval
NEW ADDITION ❑ UTILITIES ❑ OTHER ❑
Fireplace
To.tal Valuation
Permit Fee
Plan Checking Fee &/or Penalty
Permit Fee
PLUMBING
PERMIT FILING FEE
Each Trap
Repair drainage or vent piping
Water piping
Each gas water heater or vent
Gas piping system 1 - 5 outlets
Each additional outlet
Building sewer
Lawn sprinkler system
Permit Fee
ELECTRICAL
o of
PERMIT FILING FEE
Main service 600V OR LESS
100 AMP OR LESS
Single Family Duplex ❑ Mobil Home ❑ Others ❑
Main service EA. ADD'L 100 AMP
Main service OVER 600V
100 AMP OR LESS
Main service EA. ADO'L 100 AMP
NEW CONST. / DW O'__CY
UP.
OR AODNS. 1 ACONSI S10
CONTRACTORS LICENSE LAW
I am licensed under the provisions of Chapter 9, Div. 3, of the
State of California Business & Professions Code under the name
style of//��
V �-�-�1 /U( Gal "V LC
NEW NONCRESIESI DD, ULT CHUTE T
, BRANCH CIRCUITS
NEW CONSTR. (POWER APPARATUS 6
NON-RESID. SINGLE OUTLET CIR,
Ex. Occuo(OUTLETS OR FIXTIIRE:
Ex. OCCUp. FIXED APPLNS. OR,)
OUTLETS (RESIDEA
Temporary service
Mobile Home Facilities
Cr 1 C ig
License No.Classification
Misc. Wiring
❑ I am exempt from the Contractors License Laws of the State of California.
Permit Fee
WORKMEN'S COMPENSATION INSURANCE
I am aware of the provisions of Section3700 of the California Labor
Code which requires every employer to be insured against liability
for Workmen's Compensation.
19 I have placed on file with the County of Butte a certificate of
Workmen's Compensation Insurance.
I certif that in the f a thew k f h' h th'
MECHANICAL
PERMIT FILING FEE
Heating s ICW d
Cooling 0 3 IT
$3.00
1.50
1.50
1.50
1.50
1.50
.30
5.00
2.00
$3.00
5.00
2.50
25.00
1.00
2.00
10.00
15.00
6.25
FEE
.6a
FEE
@ FEE
$3.00 3. d
107
J
Sm
y p r orm nce or or w Ic (s . Ventilation
permit is issued I shall not employ any person in any manner
so as to become subject to the Workmen's Compensation Laws of Hood 2.00 .pfd
California.
Permit Fee $ .DO 0
I certify that I have read this application and state that the above
information is correct. I agree to comply to all County Ordinances
and State Laws relating to building construction, and hereby
authorize representatives of the County of Butte to enter upon the
above-mentioned property for inspection purposes.
X Date
Signatur of Per I e or Agent
Receipt No. — 7 2
White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant
Land Development Fee
TOTAL PERMIT FEE IV rM
This permit is hereby issued under the applicable provisions of
the Butte County Code and/or resolutions to do work indicated
above for which fees have been paid.
DIRECT OF PUBLIC WORKS
BY Date 7-� ?�2�
B (ding permit expires Date %(_ - 7 9'
a
a
KEY& LAUGHLIN
7 c ENGINEERS
3020 INDUSTRIAL DRIVE YUBA CITY, CALIFORNIA 95991
916 -674-3481
Mr. J. F. Glander
Chief Building Inspector
7 County Center Drive
Oroville, California 95965
A -
March 8, 1979,
Re: Building Permit #2107-78 AP 65-40-11
Gentlemen.:
As directed by the Appeals Board at the meeting of
February 22, 1979, I inspected the -trusses installed at'
35 Twin Pines, Magalia, Butte County, on February -28, 1979.
There were 22 trusses for the house and 10 trusses for the
garage. Iinspected each web member and the plate
connection area of each truss. Utility grade material
was.used on web members intermittently, but in each case
the wood had sufficient consistency, strength and density -
to support the stresses used in the truss design.
It is my opinion the utility grade webbing used in
this instance is satisfactory and will support the loads
imposed.
I have attached.a copy -of the truss design for your
job files as instructed and if additional data is needed,
please contact me.
cc. Titan Truss
GEL:nk
Sincerely
Garry u,
RCE
i c(— 7 y
atc
A
TRUSS TO 241-0 WITH UTILITY GRADE DOUG -FIR 'OR HEM -FIR WEBS USED IN WEBS INDICATED BY ($)
IS ADEQUATE AS SHOWN.
ae
tL VeER S„ALL BE OF VwwL'W GRACE A SPECIE FOR TRUSS SPANS AS NOTEO BELOW: IDovalas Fir may be substituted .mere Mem-Fir is spedhed.)
�P•0>°O
C%S S S.
-EL. SYR
No. 1
No. 2
CONST. SEL. STn.
No. 1
No. 2
CONST.
2.001 21 am
SINE
OOU•. FIR
DOUG Fin
OOJG FOR
UG. DOFIR NEM•F/R
HEM.F.A
MEM.F&A
NEM -FIR
MSRMSR
•G•r-oaD , ti
�••' h"
^S1'
31 Ox
-q r'
4n
)� a
Ell,
it' 1"
Jv' V"
10 ti^
74 3" ?aI v'
2e1 1i1
t—.5r0�
1
1 ° 1T
BOTTOM Cn7
J■
r
I
I r
I
34 it"
r I
?7 10" 3R S.
r r
4 7.'
I
79 7"
r
l 11
48 I
'A,6 Vtt'tiEr+> :.y S:: tr:rai:7 OR Stl•D i.ALUC r!EEI.FIR. 2.1 .- EAI.FIR
OR AVUOTED
nN DESIGN
2x6 TC R -4.8x7.5 to 481-8"
R-4.8xG to'441-0"
R -4x6 to 36'-8"
R -4x4.5 to 30'-0"
2x4 TC R -4x4.5
;" or 4.8"
' 12
I
7 2x4 Spans over 36'-8" \
Bracing required
I S;,3ns over 281-8" s
2x6 TC R -5.6x6
2x4 TC R -5.8x6
PANEL POINT SPLICE DETAIL
Alt. Splice
2xG TC R -4x6 to 48'-8"
R -4x4.5 to 36'-8"
2x4 TC R -2.4x4.5
R -2.4x6 to 48'-8"
R -2.4x4.5 to 421-011
R -2.4x3 to 2411-01-0"
MATCH T.C.
12 L/20-
NOTES:
t Ivor. lesol Is"t 1. All batting. temporary avid penraner+L To «es51
1 MSR .5A MGR Isterat forces to be oesrgned aid p:o.'Ioed by
A�45T-F9 4u 1 u2
2. Design assumes faterel bacr'Ig of R'aArTU•n 3'-0"
o.c. Tcp Chord and 12'-0-' Sodom Chord un:ess
a henvVse spec:l:ed. .
3. 143 Conuruous Lateral Bra" as sh2var,
SPAN TO 481 8" SPACED 74.0" O.C.
4112 PITCH 4/4 CONFIGURATION
LL♦OL 04 M.00F = 37.00 PSF
DL ON CEILING c 10.00►PSF
TOTAL DESIGN LOAD z 47.00ePSF
as 5 PSF CEILING REDUCTION TAKEN.
AXIAL STkESS ONLY
LOAD DURATION INCREASE = 1.1S
MAXIMUM TRUSS MENSER FORCES
T 1 -4794 8 1 4546 w 1 172
T 2 -3225 8 2 4548 w 2 -ISAS
w 3 1081
REACTION s 2044
11
HEM - I - R
2x4 - R-4.OX10.51u 481 8" R4.0Xt05 TO a0' 8•
Y." 1/4 R-3.2X9.S OTO 421 2• R-3.2XT 0 461 Be 9 5 0TO 43'110• os
_
SLICE ALT. SPLICE R-. 8x3
R-4. 5x10. 5 to 48'-8" R14 -3.2x13.513 to 481-8" R -3:2X7.5 TO 35' 3" R -3.2x7.5 TO 36' 8"
r. --T. 5x9 to 45'-0" R\ -3.2x)0.5 to 42'-0" R -2.4X9.0 TO 311100 R -2.4x9.0 TO 34' e•\ /
R -Y. 8x7.5 to 401-0" R-3. 2x6 to 331-6"- :
�pt�
R -i. 5x6 � to 361-8" R -3.2x4.5 to 30'-0" •• Q ESS/0•Q� ysas'•:,,• - 1
\O SPLICE SPAN TO 481 8" k0 (R• CRIQ
R -3.2x7.5 to 481-8" •'s ���UV� RO< �GI� w res p +tom, �.
'R -2.4x6 to 28'-8" Co < °
CAMBER TO L/ 720 c� rte., .'`'" t:`' —.'`;•'
W N . 017
Sf c/bye
ENGIN��? , '�., OLrir
U
�4Q` 4 • c rY• ,
f/7'A �F CA`s _ '
Synlrrmlrtcal About Centerfine=-
t
f-.:;% -Y- 0 7 • ( 2.11) u / u P.O'dEl BARGP!P CONNECTORS. 50(0 Sires • • findreatcA by the p•c rY R) aro of POSITIONING: Plates shall be tow!eo on octh ',+.es et truss RONEL EAReG71P SYSTEM
1111 DATII: 714!-6 pr,ne quality g.!vneitW sheet stool (20 g3ty, "nlnss nllnrwlsc nol�aR. Bullis •-G-' and shat be pm,:ed so mat cen!erllnes co•n,,40 r.•:•n ICrnt _
' - m&cales 10 ga.'nN' sI!nes has everygun) rote of h_wth and hules nut.mYl. eenterbnes unless otherxrse noted �" �'•T� � - �-� '
ALF.: +a-f�•1 DES.by: C1Ley: I. � 1•_:_: e.- t'•::'tea•.. t 1 �
f�131TS INDICATE SIZE OF PLATE IN IkCt IE.,. ' •For Bane Des•gn values. SEE I.0 9 O. 11 R • s.C9
C-15-.1 _R-1/.15•/78H_,°,� _ - �w {.
4-
OPAYO
i8� fob 1��� •
s,�
I
/ t V
-------- - ---- �L' y� p _ f • CGS v s Lam_ Gv nr-r.-�c -J _f�_J tr.� �J
�G.v---�O � � � !/,,., .✓ ,��.-��"� �� � G 'T'�Yiv _ _ f f/v .L-1 �-�'Y� ,Q. -t � Q
N C(
irA i4s�
A" C O R P O R _0=_eT ra_ O
753 N. GEO. WASHINGTON BLVD. 674-0663
YUBA CITY, CALIFORNIA 95991
January 30, 1979
J.F. Glander
Chief Building Inspector
County of Butte
7 County Center Drive
Or6ville,' CA 95965
Dear Mr. Glander:
This letter is in reference to your letter dated January
290 1979, Building Permit #2107-79 (AP 65-40-11). We request
that you arrange for a meeting before the'Appeals Board of your
County. Anytime is convenient except for the 10th thru 17th of
of February. We also request, that the inspector who inspected
the house constructed at 35 Twin Pines Road in Magalia, attend
the meeting.
Please inform us of the date and time of the meeting. Our
company president and engineer will attend.
Very truly yours,
Nancy • Sandgren
Bookkeeper - Secretary,
cc: Gary Amerine, P.O. Box 1745, Paradise CA 95969
Frank Maynard, 440 Stacy -Lane, Paradise __ CA _ .95969 _
r
. OF nU
�= rL L� F.��a H3 woAw"a
FEB 1 1979
prj
Tim Asa t Im' s"m
9 . . taebston. vd.
V44 MOO CAW. $5991
tftt : X*stot U.. GU4pVV4 pttatf t
4 3011Afte Vomit #310174"
With nimeMe to Ow alk" eat and tbo houbefta OuttmW tar
FT M"" UY Ofty Aiwtbe at 35 Tift "A" R"4 to 14. x ,,: ad, lett
dated Ja=ogy 22i 19`9, *W44"3es cuss" Ymw tum futmf O' Off
1t tot the 0" Of utility fty 9 e .vaE w4b baa. (gaga Roatmote 13
TabI46 2SOA01 of tho Ue it 6�.)
IM U00 plm 4WvOft4 by, tM# of9f+cei dot9/9/19 dial aot dow utlIttypeft • .
per the qpvw#O p1may The owtuawgr yaW ftVm.(*AI W cat eamRs + wM e)
so euro ',rued to evosoft to t"''Op"Wed puft«
pis a pow ss a ft to a fa 1ve
tot AA vab MO*#.ft of L ftr OU* MPVMML, OWO 4PVVOndo t
Caamu've wasma as ""d no ti:;*400.
ftwu 1" gaeatf *WWI this mattwi, ple *=tat me,
Yom oulys
0190 "StUtafty
DUutm of fx'blfe w
tat pito* t .$ 40 Stacy Lanes, ad 9$%9
doxy MoiOMg. 9. P 1 ` pieiaa ll es 9
p' ud
t
File No.
BUTTE COUNTY (For Action 1, 2,3)
Public Works Dept. (For Information J)
Director
Dep. Dir.
Sec.
Rd. & Br. Mtce.
Shop & Yards
Bldg. Insp. Admin. 4
D&C / Traffic
Const.
Rd. Des.
Br. Des.
Sur. & Loc.
Transp.
R/W
Mapping
Land Dev.
Ref. Disp.
Drng. / S. I.
Sub. & Pcl. Maps
Permits
-� z
r
0000
T!*QSs
.1 " C rA R P O RAT M Orr f1
753 N. GEO. WASHINGTON BLVD. 674-0663
YUBA CITY, CALIFORNIA 95991
January 22, 1979;
Steve. Bowman
Butte County Bldg. Dept.
Oroville, CA
Dear Steve:
I am writing in regards to.the trusses we furnished Gary Amerine
at 35 Twin Pines in Magalia. By mistake, we had used some utility
2 x 4 lumber in the webbing of the trusses. The County Building
Inspector caught the error when he made the frame inspection. At that
time, the inspector stated that the utility looked better than the stud
grade lumber. He told Mr. Amerine to get engineering to show that it
was alright to have the utility lumber in the trusses.
I, in turn, obtained a statement from the engineer that the
utility lumber was alright in that truss up to 24' span. I was informed
later that you would not accept this. When I called you about the problem,
you told me that you would not accept anything with utility lumber in it,
but you would accept the nailing of a 2 x 4 on the side of the webb member.
I then sent a man to the job to nail on the 2 x 41s. He discovered that
the house was finished and that the attic was all insulated. In view of
the fact that the inspector let construction continue on the basis of no
field repair with the intent that he would accept an engineers,approval, I
feel that you should accept the trusses as they are. Going into the attic
at this time and nailing on the 2 x 4's will do more harm than good.
The 419" B webb in question is a compression member and according to
the Western Wood Products Association; construction, stud, utility and standard
grade lumber all have the same compression rating. The 1110" C webb has a
tension of 122 lbs in this 24, truss, and according to the Western Wood Products
'Association, utility lumber has a tension value of 175 lbs. per square inch,
making the tension value of a 2 x 4 918 lbs. Also the trusses were built for
a 30 lb. snow load and your requirements are for only 16 lb.'live load on the
top chord.
I would appreciate your consideration of this problem and allow a
little bending of the rules as there is no danger,_of failure on these trusses.
Very truly yours,
Lester M. Sandgren
President
r
00
N
Table 1 LIGHT FRAMING and STUDS -2" to 4" Thick, 2" to 4" Wide
Grades Described in
Recommended Design Values in Pounds Per Square Inch' Sections 40.00 and 41.00
Extreme Fiber Stress Tension Nor" Compression
Species or Group Grade in Beadino "B" a�raliel' zontal Perpin - ®red Modulus of
to Grein Sheer dicular to Grain Elasticity
For other conditions of use, see Section 140.00.
' Fb, Ft and Fc recommended design values apply only to 4" widths of these grades.
- - --------- =
hyo'*'t'.Y*�"•..a"'�'it�k�,i`�,'.. ';-�'�+t
kA
' it •ic > .r{• ��>
z
X13
}
T F4
i Jrpljy s rya
hyo'*'t'.Y*�"•..a"'�'it�k�,i`�,'.. ';-�'�+t
kA
' it •ic > .r{• ��>
z
X13
}
,� . .J •. f f/ %i f ,.i '.;'�./ i .'i/Ff /i,' 1'�,l i. /�!'i.,,-Y; ! /� / i' !� / F i��~ r ' f' ,l'. Gf,,,� �'.-�%,��. .' � � t ... •rJ
R DE DOUG -FIR -'OR HEM -FIR WEBS USED IN WEBS INDICATED BY ($)
TRUSS TO 24'-0"WITH UTILITY GRADE
IS ADEQUATE AS SHOWN.
4/4
L,,/BER SHALL BE OF MIw VUM GRACE. A SPECIE FOR TRUSS SPANS AS NOTED BELOW: (OOu Ins Fir may be sub3!;!u!e0
where Hem•Fi, is
sueNlred.)
SPLICE
ALT. SPLICE
R-. 8x3
CHORD C•.S S S SEL. Syn No. 1
C4E DOS: FIR DOUG Fin DOUG FIR
�, r �.•' x" uh' 7 �u5' ui'
?y''-v"t3
No. 2 CONST.
DOUG. FIR DOUG. FIR
Svi �"
SEL. STn.
HCM•FIR
tit' h'h'
No. 1
HCM• I
NO. 2 .
MEM -FIR
CONST.
HEM
24001
MSR
21001
MSR
to 33'-6"
R-4. 8x6 to 36'-8"
R -3.2x4.5
to 30'-0"
0
.1
3 101.
IT u
BO? TOM CHp
341 6-
R-2. 4x6 to 28'-8"
O'pF �6;�4 N
,. a 8' r"
u�' a' u0' 3"
3u'tl" 27!10"
391 S11
34' 2"
29' 7"
1 '11
u8' B
A, ii V[!'lir P:•
- ST:.rI!'ArD OR STUD i.RAUE HE!., -FIR. 2.0 12
HEM -FIR OR AS NOTED ON DESIGN
2x6 TC R-4.80.5 to 48'-9"
R-4. 8xG to'441-0"
R -4x6 to 36'-8"
R -4x4.5 to 30'-0"
2x4 TC R -4x4.5
4 or 4.8"
12
- 2x4 Spans over 36'-8"\
! Bracing required
j oe
'Zpsns 28'-8" "
2x6 TC R -5.6x6
2x4 TC R-5. 8x6
PIS
PANEL POINT SPLICE DETAIL
Alt, Splice
2x6 TC R -4x6 to 48'-8"
P. -4x4.5 to 36'-8"
2x4 TC R -2.4x4,5
R-2. 4x6 to 48'-8"
�f=0; R -2.4x4, 5 to
ll
R-2. 4x3 to 24'-0-0"" -
WATCH T.C.e
L/20-
r7 .,
NOTES:
180:1! 11,01 150"f 1. Alt tracing, temporary and pefmane-4. to tes:st
MSR AISR M IOteral !Drees l0 be Lks,)nM and prov.oed Dy
jT--AT' U 4 F-;� u_J 1 q' Olr•ers.
4 tl' 4' T P-1 l ? 7T q " 2. Desop assumes lateral bracing a! mzA.rum 3'-0"
mc. Tcp Chord and 12'-0" Bo".om Chord um:ess
21 S" 39, 1` ;61 ?" Otherwise spec:!:ed.
3. 1 r3 Continuous Lateral Bracing as s'»wn-
SPAN TO UK' 8" SPACED 24.0' O.C.
4112 PITCH 4/4 CONFIGURATION
LIrDL UV ROOF = 37.00 PSF
OL ON CEILING = 10.00*PSF
TOTAL DESIGN LOAD = 47.00*.PSF
• 5 PSF CEILING REDUCTION TAKEN.
AXIAL STRESS ONLY
LOAD DURATION INCREASE = 1.15
MAXIMUM TkUSS M.ENSER FORCES
T 1 -4794 8 1 4548 N 1 122
T 2 -3223 8 2 45u8 W 2 -iSAS
W 3 1181
REACTION = 2044
HEM FIR
DOUG FIR
SPLICE
ALT. SPLICE
R-. 8x3
R- _. Gx 10. 5 to 48'-8"
Rid -3. 2x13. 5G
to 48'-811 '
R-4. 3x9 to 451-0"
RN -3.2x10. 5
to 421-0"
R-4. 8x7. 5 to 40'-0"
R-3.2xG
to 33'-6"
R-4. 8x6 to 36'-8"
R -3.2x4.5
to 30'-0"
NO SPLICE
k -2.4X9.0
TO
R-3. 2x7. 5 to 48'-8"
TO
341 6-
R-2. 4x6 to 28'-8"
NOTES:
180:1! 11,01 150"f 1. Alt tracing, temporary and pefmane-4. to tes:st
MSR AISR M IOteral !Drees l0 be Lks,)nM and prov.oed Dy
jT--AT' U 4 F-;� u_J 1 q' Olr•ers.
4 tl' 4' T P-1 l ? 7T q " 2. Desop assumes lateral bracing a! mzA.rum 3'-0"
mc. Tcp Chord and 12'-0" Bo".om Chord um:ess
21 S" 39, 1` ;61 ?" Otherwise spec:!:ed.
3. 1 r3 Continuous Lateral Bracing as s'»wn-
SPAN TO UK' 8" SPACED 24.0' O.C.
4112 PITCH 4/4 CONFIGURATION
LIrDL UV ROOF = 37.00 PSF
OL ON CEILING = 10.00*PSF
TOTAL DESIGN LOAD = 47.00*.PSF
• 5 PSF CEILING REDUCTION TAKEN.
AXIAL STRESS ONLY
LOAD DURATION INCREASE = 1.15
MAXIMUM TkUSS M.ENSER FORCES
T 1 -4794 8 1 4548 N 1 122
T 2 -3223 8 2 45u8 W 2 -iSAS
W 3 1181
REACTION = 2044
HEM FIR
DOUG FIR
R -4.0x10.5
R -3.2x10.5
/' R -3.2x9.0
TO
TO
TO
481 8" R -4.0X10.5
461 8" R -3.2x10.5
42t 2" R -3.2X9.0
TO
TO
TO
48' 8•
46' A"
43'10"
R -3.2X7.5
TO
351 3" R -3.2x7.5
TO
36' 8"
k -2.4X9.0
TO
31110" /1-2..4X9.0
TO
341 6-
o�x.
O'pF �6;�4 N
SPAN TO 4A' 8"
CAMHER TO L/ 720
Symmetrical About Centerline
FILE r0.:
1-.;, -u- u 7 • ( 2 •: ) 4 / a PCXNEL BARGRIP CONNECTORS. 5000 Sones • (inder:Mod by the p,cf•II R) aro of
pf::ne quahly gplvacir"d sheet steel !20 gauge. mnlnss nthn!u;isr. nowd1. Sullilt "G"
7 1 •1 . 6 �d•Ce!�•s 10 gd. '•RN' renes !las every third tow of i_•cth and pules mmllcd.
RCF.; 1 4 j-1 5- i • DES. 9Y: CK. EY: DIGITS INDICATE SIZE OF PLATE: IN INC; IES.
-1r,-1 R-1 /15,/7AzRT4 Rif'ti
N .2 017
`PI cit�j�
ENV -
OF
NG1-OF CAl���/�
POSITICNING: Plates Shall be Ioce.MO 0n Leth IaCtS Of Ir USS
and shR,l be played s0 that cenierlines comr..,d•'e ,.,;!h'IC,nt
cen!erhnes unless illhem-se nosed
-For Pas,e Des -nn values. SEE I.0 9.0.- R.q 14 SI
F �•no. r1.0 YC1.23C7
' w -�� -•fes "
J rn�-
RONEL EAPZG7IP SYSTEM 's'. _ !
w i
*.'+' /-+' J:� « LJ rJ, L• .. / .i T./ �I�,I '. i' ,r/!'^lt s•i •�f' /l ! -. /. f/�'/: 1..�.,',�,rt %'��. t � t ! �.J
TRUSS TO 241-0"y WITH UTILITY GRADE DOUG -FIR. OR HEM -FIR WEBS USED IN WEBS INDICATED BY ($)
IS ADEQUATE AS SHOWN.
6'4
LL,VeER SHALL BE OF MIWVUM GRACE A SPECIE FOR TRUSS SPANS AS NOTED BELOW: (Douglas Fir ml
DOUG FIR
CHORD
C'.S. S S.
SEL. SIR
No. I
No. 2
CONST.
SEL. STn.
TO
TO
SIZE
DOUG FIR
DOUG Flq
DOUG. FIR
DOUG. FIR
DOUG. FIR
HEM -FIR
43'10-
H^
Uh_ I
ui'
35' 3" R -3.2X7.5
TO
36'
j TOP r•N0R0
jY 4',yc
R -2.4X9.0'
—s� I .i..
31'10" R -2.4:c9.0
TO
341
6"
OOT101A Cr.O
1
oQ�pfESSTpN�
L..!-
I LLP,.' d"
ua' o" ,
410' 3"
34' 1 1 "
?7' 10"
39' S
H'_ 4•EmbEr>
ST:.:rtl. RD OR STUD
CRAUE HEM
-FIR. 20 +2
HEM.F•IR On AS NOTED ON DESIGN
,
. I
2x6 TC R-4. 8x7.5 to 48'-8"
R-4- 8xG to 44'-0"
R -4x6 to 36'-8"
R -4x4.5 to 30'-0"
2x4 TC R -4x4.5
4" Dr 4.8"
r 12
r
. - 2x4 Spans over 36'-8"
Bracing required
Spsns over 28'-8" *
r
SPLICE
R-4. 8x10. 5 to 48'-8"
R- 3x9 to 451-0"
R-4. 8x7.5 to 40'-0"
R-4. 8x6 to 36'-8"
% SPLICE
R -3.2x7.5 to 48'-811
R-2. 4x6 to 281-8"
2x6 TC R -5.6x6'
2x4 TC 11-5.8x6
HEM•Fln I HEM•Fln I HEOM•F R I MSRNST. 2400' I MSR'
PIS.
PANEL POINT SPLICE DETAIL
Alt. Splice
2xG TC R -4x6 to 481-8"
P, -4x4.5 to 36'-8"
2x4 TC R -2.4x4.5
R-2. 4x6 to 48'-8"
�/?0; R -2.4x4.5 to 42'"0"
R-2. 40 to 241-0"
MATCH T.C.
12 L/20=
ALT. SPLICE R-. 80
Rid -3.2x13. 5G to 48'-8"
RN -3.2x10.5 to 42'-0"
R-3. 2x6 to 331-6"
R -3.2x4.5 to 301-0"
NOTES:
leoal lesol Icer. t. All bracing• temporary and permanent• to rest
MSR MSR MSR lateral !nrces to be dcs13nod and provided by
5i 414 S u�r q'
oth B/s.
4T8'T 2tl' 4" 7.7 Q" 2. Des:gnassume5laIereIbraeIng atr". xum7-0"
ox. Tcp Chord and 12'•0" Bohan Chord un:ess
otherwisespoc!,;ed.
3. 1x3 Conur.uous La:eral Bracing as shown'
SPAN TO 481 8" SPACED 24,0" O.C.
4:12 PITCri 4/4 CONFIGURATION
LL+DL Uv POOP = 37.00 PSF
DL ON CEILING c 10.00.PSF
TOTAL DESIGN LOAD = 47.00"PSF
• 5 PSF CEILING REDUCTION TAKEN.
AXIAL STkE55 ONLY
LOAD DURATION INCREASE = 1.15
MAXIMUM TWU3$ MEMBER FORCES
T 1 -4794 B 1 4548 N 1 172
T 2 -3223 8 2 45418 w 2 -1SR5
M 3 1181
REACTION = 2044
HEM FIR
DOUG FIR
R-4.OX10.S
R -3.2X10.5
TO
TO
481 8" R -4.0X10.5
461 8" R -3.2X10.5
TO
TO
48'
46'
8-
R"
/" R -3.2X9.0
TO
42.1 2" R -3.2X9.0
TO
43'10-
R -3.2X7.5
TO
35' 3" R -3.2X7.5
TO
36'
8"
R -2.4X9.0'
TO
31'10" R -2.4:c9.0
TO
341
6"
1
oQ�pfESSTpN�
1
SPAN TO 4R1 8" ��k �( R' CqR� Fey
GO O� C� ho. 2•�9
CAMI4ER TO L/ 720
7j
Symmetrical About Centerline
F:LE NO.: 1 - a y -u- u 7 i 2 •i l u / LL P0.74EL'BARGRIP CONNECTORS. 5000 Series (indlr.'!ted by the, prcl•x R) aro o1
DATE:
714/76
pn:nc qua!dy gdlvaritrd sheet stool !20 gauge. Imlr.55 nthr!-Aso nnd•dl. Bollix
mda"FIN' 10 ?a. RN' renes gas every !Inrd ro:v of l_•clh and hul,,s t,111,11t:
R"LF : 15 = t 5- i DES. BY: CK. CY: PIGITS INDICATE SIZE OF PLATE IN INCI IES.
V.: r-1'5-1 R.-1 /-15/79GH-4P+�
N.2017 '
r
LfJgT/�yt ENGt!, t �r =.,
�0F
POSITIONING: Plates shall be iocat4o on Loin laces GI truss ' a" T
RO\El EA?,,,,%IF SYS.fM
and shalt be plar:ed so shat cr:merhnas co.nc.de n•:Ih lint .�
ceMerhnes unless olhenllso no!ed
For Bagle Desrnn values. SEE LC 9.0.—R.R • 14139
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