HomeMy WebLinkAbout065-450-01717,
A Y'&,RUTH.MULLA I
N X
-,6306-'� S 'Wa ,, g'alia
�e
Perifiit#1941'-89B;P,, E �.ggle family
M(newes h.
pa n' y
W
11 41
cic�
- �
PERMIT NO.
1 41 P
-89B, P, E, M
90
PERMIT EXPIRES
OWNER
GARY & RUTH.�ULLANIX
CONTR.
owner
ASSESSOR PARCEL
65-45-17
—LOCATION
6306 S2ar Way, Magalia
4esv
4:
Temp. Power Pole
&IIed0G&E
ac
ec
"I ervice
0 rvIce
1A
Is PG
Called PG&
d
Temp. Gas Service
3 a Ic
C le
ailed PG&E
L jr).t.1
JOB FINALED (Date)
Signature
=01K
0 = Not OK
- = Not Applicable
= Not Ready MOBILE HOMES
MISCELLANEOUS
Date
MOBILE HOME UTILITIES (Plans) OK except #'s'
Date
DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #*s
1. Zoning Requirements -Setbacks -Easements
1. Zoning Requiremerits-Setbacks-Easements
2. Soils; Special MH Support -Sketch
2. Footings; Soils-Size-Depth-Spacing-Connectors-SteeI
3. Sewer; Location -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.-Connec.-
Shthg.-Rfg.-Bracing �
5. Electricity; Location-Clearances-Grnd.-/. Amp -Concrete-
6. Gas; Location -Test -Wrap: / /"L"ft. 4
P'Nat. or/ /"L"ft./ P'LPG
5. Alum. Awn.; Cot um ns -Con nections-Spi ice -Decal- Encl osu res
6. Carports; Windows-D6ors
7. Utility Clearance
7. Elec.
8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses
9. Siding; Nailing -Veneer -Stucco -Mesh
Card -Ell
Date Card -131 Date
10. Roof; Shthg-Roofing
Card -Bl
Date Card -Bl Date
11. Ext.; Steps -Doors -Landings
Date
MOSILEHOME INSTALLATION (Plans) OK except #'s
1. Zoning Requirements -Setbacks -Easements
Card -Bl
Date Card -131 Date
2. Footings; Size-Spaci ng- Marriage Line
Card -B1
Date Card -Bl Date
3. Gas; MH Test -Demand -Valve -Connector
4. Electricity; MH Test -Crossovers -Breakers -Clearances
Date
POOLS (Plans) OK except #'s
5. Drain; MH Test -Fall -Flex Connector
1. Setbacks -Easements
6. Water; MH Test -Regulator -Connector
2. Soils; Compaction -Structure Stability
7. Water and Sewer Connected -C/0 to Grade -HD Approval
3. Pool Structure; Steel -Connections -Thickness -
Dead Men -Lining
8. Gas and Electricity Tagged
9. Exits; Insp.-Sketch
4. Elec.; Receptacles and Lighting; Distances-GFI
10. Cert. of Occupancy
5. Elec.; Pool Lighting; 15 volts-GFI
6. Elec.; Enclosures; Conduit Entries -Terminals -Listed
7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
8. Elec.;Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg.
Boxes-Enclosures-Panelboards-Ins. to Main in Conduit
Card -131 Date Card -131 Date
Card -131
Date Card -131 Date
9. Health Department ApproVal
10. Plumb.; Cir. Test -Water Supply Test
Card -B1
Date Card -131 Date
Card -131
Date Card -Bl Date
1k
0 Not OK
Not Applicable
Not Ready
RESIDENTIAL (Single and Duplex) ' I �'_"
Date
UNDEWOOR (Pbal�OK except #'s
Date
FRAffltNG (Continued)
4_26nin _SDW6_Cks;-Ea
� 9 ��_ ��_
4'8'H4Rb a rs- Post Caps-Anchors-Connectpfg' Z
�7-Zs—
(9 "gain; Setfs4�1ect,06d.-/,/;E� Ftg. Depth
7- e_,e,—(5k-Ffg.,
Garage; Soils]E�-�./" Ftg. Depth a
r Type A,6jeecfir&08���nce
—
4,Wtg., Porches & Decks; Soils -Steel-/ /"Ftg. Depth
Qj��Size & Rornex Protection�Draft StopjCns'4hft13A
ernwalls, Main; Sfia15,1_0c*Ydrs-Wf""d-
Q'S rm. Windows or Exiting Doors -Sill Hgt. & Dimensions
7,,:2,�(�emwalls,
Garage;(§!501ockouts-wrapped
UD:�Garaqe Fire Protection Framing
(Nslab; Steel -wrapped
s
Mllers-Fi _,I — Fig.-Sieel
W,'Ext. Doors -One T -Check Garage -3rd story, 2 exits
W.W.V.; Fall -Fittings -Test -2 way C/0 -Sewer Test
5,3. 6
Q�as Pipe; Size -Anchors
L�ywood on Roof -Overhang -Attic Whts-Rafter_�girs'
W90ater Pipe; Test -Anchors -Regulator -Service Test
,,S�rdfi_g-N&King VenM
K
12,xElectric; Underground
SS-9-tucco Mesh -Drip Screed -Fd. Venfs--_U;di;i��ccess
10A'lenums & Ducts; Clearance-Material-Supprt-Ins.
j:7,�azing Area -Glass Protection -Skylights -Plastic
V.,eGirders-Sills-Anchor Bolts -Joists -Vents -Cripples
5&.-Shqw-WffWs-NWttff g--B-of ts
15.Ansulation
$W0iijsulation-Walls-CIg.
44f
oGelTnf iltration-Walls-Wndws
Card -Bl
Q Date7--ZY-p�2ard-Ell Date
Card -Bl (57G-
Datea-7 -8:2' Card -131 Date
Card-El1rjj
Dat�f_y�ffq Card -Bl Date
Card-EIV41V
Dat22e�-�, Card -Bl Date
Date
PLUMBING (Permit) OK e�pept #'s
Wwa -. t.(Tew4ceefs-Corntf�stion Air,,Bak4e
Date
FINAL (�Ians) OK except #'s
11,4-ajOr Pipe; Test.8,Ancho s-Nailk-Prortection
1. Eo:"Steps-Door & Sidelight Protection -Landings
71'
ttngst&-Kn-8_hoPs-W1I-Rmte&ion
moke Detector
st Floor-Tud-Aeedss
J,,61
Furnace; Vents -Clearance -Comb. Air-CiwAeetof-
la-Gftage; Above Floor-Ducts-Mech. Protection
?n TA ccess
MGas Pipe; Size & Anchors
4. r Exiting
-& Tub Access -Spa
Bath Fixturgs
Elec. Trim_&Subpanel; Breaker Sizes -Labels
Card -B1
Dat Card -Ell Date
69 V4
tairs &�a�ils
Card -Bl
& Date// -Z-, Card -BI Date
L.�. Fireplace or Stove; Clearances -Hearth
Date
ELECTRICAL (Permit) OK except #'s
1*9'Elec. Outlets at Wood Panel; Int. & Ext.
- . . -4 ar Clgaranra-Ins-14foUction
1,7eKit. Fix" Appliance; Grnd. -Air Gap -Cooking Clearance
lesf!2ceptacies Spacing -Lights & Switches at Doors
1_7_<gj�Outlets & Receptacles at Kit. Counter
WGarage Fire Door; Swing -Landing -Closer
2A-,Ti-ze PLoxes & No. of Conductors -Stapled
25-1416-mex Installed Close to Edge of Studs & CJ
73-Aro-Buct-m Garage -Damper
Equip. Ground maomIT-W/Mech. Fasteners-gkn-d 615�1& _r
I,,7�wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.-
Jn Garage; Above Floor-Mech. Protection
27,.-SAppliance Circuts in Kitchen & Conductor Size/G.F.I.
Elec. & Mach. Equip. Listed for Location
n;
28,.,Subfee_4A*re-G ro gla. 6tivr-M-A.C. Wire Size /6/ga.
Cu qr8V
(74erliec. Receptacles in Garage; (G.F.I.)-Romex Protec,
2&.-g-ange Circ. /k/ ga.4�_A,r AI-Oorf'Circ. ga.0 or Al.
Insulated Neutral N o
/4-16-Insulati on-Foarn-Looked in Attic 0 Yes
.
Gg��Rails & Deck Conqjructi on -Post Caps
�fAn. VertW& Crawl Hole Door -Drainage & Wood -Earth
Clearance Looked under Floor 2ies
494service-Riser Conductors Gotrtfd--Main Disconnect
al,,Equip. Clearances Panels-Motors-Mech. Equip.
80. Following instld Drive ;Z;-Y6s 0 No; Walks -a-Yes 0 No;
Planters 13 Yes EY No
33-Srhoke Detector
ttf-Stucco; Brown -Finish
Card -Bl i�_p
DatSe�, �:,J-fCard-Bl Date
t92-A.C. Unit; Disconnect, Electrical, Plumbing
Card -Bl
Date Card -Bl Date
JAa-Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to
Openings. I
Date
MECHANICAL (Permit) OK except #'s
84- VVffre-r-Well; Disconnect, Electrical, Plumbing
%7�:;�
Duc�ts Insulation & Support
. Exterior Elec. Trim; G.F.I. Receptacle -Underground
LW
bove insulation
_W. Ventilati throughout House
36-randAngatp Cimin & Overflow; Size & Grade
LS?-Glas rotection
37 F:,,rnAre_-_Van "-ccess-Comb. Air -Return Air Vent -115 outlet
(fte!�rrecU�f �24,rqvj_q4,lgppct1ons
89 Gas -M--t-hy-t�r�-�"tagd'eA-Gas-Electric
3- ---- &-&-Ptaftrm if Furnace in Attic
90. _Vater & Sewer Connected -C/O to Grade -HD Approval
t8l-Energy Compliance Certificate -Other Certificates
Card -Bl 44
Dat "-/ ef Card -BI Date
92. Roofing Certificate
Card -Bl
- Datb Card -1211 Date
Card -Bl&&
Card -Bl
Card -Bl
DateS�'�ard-Bl Date
Date ]�,_"Pard-Bll Date
Date Card -Bl Date
Date FRAMIW(Plans) OK except #'s
igA,-Proper Material & Anchors
.al4s Studs -Nailing, Spacing & Bracing -Plates -Sound -
40-*
Comments at Final:
ring Walls over Girders & Floor Nailing
Drafl.Stop- in Walls (rat pj:eof)
4���s, Furdml,�gs-Staft M-qW4s-TQ&___
46oOReader & Beam -Size & Bearing
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS
196 Memorial Way. Chico — Phone: 891-2751
7 County Center Drive, Oroville — Phone: 538-7541
747 Elliott Road, Paradise — Phone: 872-6307
CORRECTION NOTICE
llllft_�
A routine inspection indicates that the following violations of County Ordinance
exist at the above address and should be corrected. Please notify this office
when correction of work is completed. If you have any question pertaining to this
matter, or need additional explanation, please contact this office immediately.
(n t��t A,)O-� 41!L,5
2 f �_-5 -, � - / 1421 e g-'��CW-e
1A I , /11
Inspector Date 21
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS
196 Memorial Way, Chico — Phone: 891-2751
7 County Center Drive,.Orovi Ile — Phone: 53.8-7541
747 Elliott Road, Paradise— Phone: 872.;6307
CORRECTION NOTICE
��e;x 21/W
OWNER "PERMIT NO.
A routine inspection indicates that the following violations of County Ordinance
exkst at the above address and should be correc* ted. Please notify. this'office
.
when correction of work is completed. If you have any questio n per I taining to this
matter, or need additional explanationj please contact th ffice immediately.
?
,
_7
12 ld'dll,olf- Au'r;�,61 /C-70/0
e6,69 ac-
57 -
Inspector Date
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORkS
196 Memorial Way, Chico — Phone: 891-2751
7 County Center Drive. Orovi Ile — Phone: 538-7541
747 Elliott Road, Paradise — Phone: 8724307'
CORRECTION NOTICE
Inspe C e
Dat
ANEW PERMIT NO.
A routine inspection indicates that the following violations of County Ordinance
exist at the above address and should be corrected. Please noeify this office
when correction of work is completed. It you have any question pertaining to this
additional explanation, please contact this office immediately.
;matter,,'K:need
4-1
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Z4 4W 2�4'-- ��XJ -r
S' 5, �r 12;1 7'�I'
AP -111
Inspe C e
Dat
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS,
196 Memorial Way, Chico I Phone:891 -2751
7 County Center Drive, Oroville — Phone: 538-7541
747 Elliott Road, Paradise — Phone: 872-63b7
CORRECTION NOTICE
(\N LA 19 -
OWNER PERMIT NO.
A routine inspection indicates that the following violations of County Ordinance
exist at the above address and should be corrected. Please notify this office
when correction of work is completed. If you have any question pertaining to this
matter, or need additional explanation, please contact this office immediately.
'S VA Q f C -,)(Z -
Inspector_ J� Date
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS
196 Memorial Way, Chico — Phone: 891-2751
7 County Center Drive. Oroville — Phone: 538-7541
747 Ell iot.t -Road, Paradise — Phone: 872-630.7
CIPIR-RECTION. NOTICE.
OWNER PERMIT NO.
A routine inspection indicates that the following violations of County Ordinance
exist at the above address and should be corrected. Please notify. this office
rrec ' n of work is completed. If you have any question pertaining to this
when coi 'd
ma It I e r, pne ed additional explanation, please contact this office immediately.
f
Inspector
f
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS
196 Memorial Way, Chico — Phone: 891-2751
7 County Center Drive. Orovi Ile — Phone: 538-7541
747 E I I iott Road, Parad I se — Phone: 872-C-307
CORRECTION NOTICE
Ll
DCOKAI'r klr%
A routine Inspection Indicates that the following violations of County Ordinance
exist at the above address and should be corrected. Please notify this office
when correction of work Is'completed. If you have any question pertaining to this
matter, or need additional explanation, please contact this office Immediately.
k-0 4,
L/
for, .V y) j Ir a,- �41'
liWA`i&AFAEWA0W40P
I
PQ;14 27
Inspector -
AZ
Date A;
Owner:
Permit No.
ENERGY CERT IF ICAT ION
Spa r Wa r Pa r ad i s e C-111.
LOCATION A. P. No
ROOF
Material
Thickness(inches)
DESCRIPTION OF INSULATION
-brand Name
Thermal Resistance (R Value)
EXTERIOR WALL
Material__LFi�Lbergglass batts
Brand Name Owens-Cornim
Thicknesa(Inches) 6z"
Thermal Reeistance(R
Value) R19
CEILING
Batt or Blanket Type
Brand -Name
.
Thickness(inches)
Thermal Resistance( R
Valu e)
Loose Fill Type Fiheralass
Minimum Thtcknes1(1nChea)___jjL_
Brand Name nwPnq-fnrnjnq
Number of Besl§ 26 - Wt
.
er bag jLh.-,5 lb.
Fr
'ed(ft. )
Area cover 1300
T1 iermal Resistance(R
Value) B30
FLOOR, ELEVATED
Material Fiberglass batts
Brand Name Owens-Corning
Thickness (inches) 6,zl
Thermal ResisLance(R
Value) R19
FLOOR SLAB
Material
Brand Name
Thickness(inches)
Thermal Resistance(R
Value)—
Width(inches)
VOUNDATION WALL
material
'Brand Name -
Thermal Resistance(R
Value).
1'hereby certify that the above insulatton-'W80 installed in the above buil4in&
'1a Energy RequLrements.
in conformance with the state of Californ
Loe'rke Insulation Co. 499150
VIRH.NAME/OWNER STATE CONTRACTOR'S LICENSE NO.
11 _A�g . - January 15, 1990
SIMMURE OF INSTALLATION APPLICATOR DATE
I . hereby certify the above insulation and all required items -as shown on the
Buitotng Department approved plans and attachments have been Installed as-
required,by the'State''of California Energy Requirements.
All equipment, devices and materials are of the quality prescribed or are
'specifically approved by the State of California.
01— <3/30 CD
IZ& A A -A) W
FIRM NAAE/04NER Please print) STATE CONTRACTOOS LICENSE NO,
W
-20 -
S14GNATU ' /OF (JENIERAL (C RACTOR/OWNER . DATE
THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL
INSpgcTION APPROVAL AND A COPY SHALL BE POSTED WITRIN THE BUILDING
January 1984
11.1 - u -1 1 . .1� "
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS
7 County Center Drive - OrovIIW*,-Caflfftia'95965 - Telephone: 916/538-7541
APPLICATION AND PERMIT
0�ilffi
P02F,
ER
ASSESSOR PARCEL NgB_
ZONA%IG
S_ /7
q
(a
BUILDING PERMIT
.
OWNER I TELEPHONE
SQ -FT. OCC. BUILDING V5���
qr-
OWNER'S MAILING YO S
CON TRACTOR'S NAME TELEPHONE
CO�NTRACTORIS MAILING ADDRESS
CONSTRUCTION LENDER UNKNOWN
Tc t on
41(0 -
LENDER'S MAILING ADDRESS
Filing Fee
10.00
Permit Fee
$ /� .0()
ARCHITECT OR ENGINEER SE NO.
Plan Checking Fee
$ X 00
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Energy Plan Checking Fee
$
Penalty
$
BUILDING ADDRESS
Permit fee
$
PLUMBING PERMIT
FilingFee 10.00
Each Trap
2.00
Solar or heat pump water heater
20-00
LOT NO.
SUBDIVISION NAME
PARCEL MAP
Water piping
5.00 �'5
Each qas water heater or vent
5.00
USE OF STRUCTURE
Gas piping system 1 - 5 outlets
5.00
SF �Duplex F� Mobi lehome F-1 Other
Building sewer
..e
5.00 5-6o
SPECIFY
Mobile Home S I G I W
10-00 ea
TYPE OF WORK
I
Newkl---Addi ion El Remodel 0 Utilities [:1 1 i'stallationE Other El
Perml I Fee
—
$ 0-0
Describe work: 19,e ez� 'tiq�Z,-y
-Contractor
ELECTRICAL PERMIT
Fi I ing Fee 10.00.
Main sery ice 600V OR LESS
1100 AMP OR LESS
10.00 /d� 0
Main service EA. ADD -L 100 AMP
2.50
CONTRACTORS LICENSE LAW
NEW CONST DWELLING OCCU�,q�, 21/20sqft /47.S()
I decla under penalty of perjury (check one):
OR AODNS. AC . C. BLDGS.
NOEW C;11SNI!,T,1t MULNrC10UTLET
2.50 ea
ge
I am licensed under provisions of Chapt. 9, Div. 3 of the Business
__t! .RE D BRA . C, R , TS)
POWER APPARATUS IN
and Professions Code and my license is in full fore and effect.
(SINGLE OUTLET CIR.
LicenseNo. Classification
Ex. Occup(OUTLETS OR FIXTURES
20050C
A09 30C
1, as..Ihe owner, or my employees with wages as their sole compen-
OCCUP. FIXED APPLNS OR
Ex. OUTLETS (RESI*O.) EA.)
2.00
sation, will do the work,and the structure is not intended or offered
Temporary service
10.00
for sale. (Sec. 7044)
.
1, the licensed
Mobile Home Facilities
15.00
as owner, am exclusively contracting with contract-
ors. (Sec. 7044)
Misc. Wiring'
15. 0
I am exempt under Sec.—, Business and Professions Code
for this reason
Permit Fee
$ im
Contractor
----
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
MECHANICAL PERMIT
Fi I i rig Fee i o!-00
The permit is for $100.00 (valuation) or less.
Heating
-ad
I have placed on file with the County of Butte Building Department
d' Certificate of Workmen's Compensation Insurance or a C,ertifi cate
to Self -insure.
Cooling
/_aa
lonsent
I shall not employ any person in any manner so as to become subject
s� -
Hood
3.00 -?
2— 0 )
to the W. C. laws of California.
Venti lation
Notice to Applicant: If after making this statement, should you become subject
to the W. C. provisions of the Labor Code. you must forthwith comply with such
Permit Fee
$
provisions or this permit shall be deemed revoked.
Contractor
1 certify that I have read this application and state that the above information
Mobile Home Installation Fee
$
is correct. I agree to comply to all County Ordinances and State'Laws relating
Energy Inspection Fee
6 d
to building construction, and hereby authorize representatives of the Countyot
Butte to enter upon the above-mentioned property 4or inspection purposes.
TOTAL PERMIT FEE
$ 17 /q/7,56
1 also agree to save, indemnify and keep harmless the County of Butte against
a ll liabilities, judgments, costs, and expenses -which may in any way accrue
Or�S CO ST YPE1 L I FLOM
P � 3�A 17
PAI� ft V H6 �L
ISS
aga-inst said County in onseguence of the granting of this permit.
X JQ&A-40 Date Vi
Agent
Signature of Applicant OwnerrD ContractorEl
An OSHA perm fo! excpvations over 5'0" deep and denQW1Rfl,1014).qr t
ion of structuret Kv_*%�S.Ab helaht, I . C A`), 2; —1 9F ,
/kb ku — q -f
Receipt N — — P//61/,ZS0 040
_�A ditfi., PINK -INSPECTOR. GOL
WHITE-D.P.29�L
This permit is hereby issued under the applicable provi-
sions of the But te County Code and/or resolutions to do
work indicated above for which fees have been paid.
IIRE,CT,40F� MUBLICWORKS
Bv )(41 Date
E'XP(IWES Date 7--/ 2�90
TO: Building Department
Encroachment Permit Section
RE: Clearance
35)6 7
owner location AP #
. Driveway permit 67
nLusbGO
s igna
,/u r e
has-been issued for the above property.
7-3 0)
date
COUNTY OF BUTTE - DEPARTMENT OF -PUBLIC WORKS - BUILDING Divisinm
ij --2,j z",� 11
7 COUNTY CENTER DRIVE - OROVILLE, 0�LIFORNIA 95965 - TELEPHONE: 916/538-7541
PERMIT APPLICATION DATA SHEET
OWNER
Permit No
A. P. N o.
Proposed Building Use Building Inspector ,�Z — Date-
Attimeof permit application, I was advised the following data must be submitted prior to permit processing and/or issuance:
DATE RECEIVED APPROVED
1. All items have been submitted . ..........................
2. Plot plans in duplicate/triplicate, signed by preparer of plans ........
3. Complete plans in duplicate/triplicate, signed by preparer of plans
4. Complete engineered plans and calcs, with wet signature on plans
5. Energy Design Compliance and supporting documentation .........
6 Statement of Intent for Non -Heated and AC Buildings ..............
Engineered truss details and layout in duplicate (required prior to plan check) V
8 Mobilehome installation data including manufacturer's installation
instructions
6? Fees
.. -- ' t� — ****** ....................
10. Chico r an rea eespaid ........................................
11. Park fe
es paid
Schop**1 'D* i*s*t r*i*c't'f e*e*s*' p*a'i*d*
............
Sanitation approval from
Health Department ...
14. City of Chico plumbing permit ...............
15. Plot plan and business license approval from City of
(see City for other requirements)
16. Planning approval for (A) Use:—(B) Parking: . .........
17. Improvements may be required.
—049&. --Driveway permit (construction approval required prior to occupancy)
19. Pre -Inspection for required ... Pre-Inspec. rec(uest'to-
Building Inspector -(Date)
20. Contractor's license information (No., Name Style, Classification) .......
21. Certificate of Workmans Compensation Insurance ....................
22. Owner -Builder Verification (Given to owner 0, Mail.' to owner 0) ........
::" Recorded copy of Agricultural Acknowledgment Statement ...
24 LetteLOf signature authorization ............
Lb� kess ;Q0-
26. t
When you issue the permit, process as follows: -2��Mail to owner. —Mail to contractor.
Telephone and hold for pickup at —office. _Deliver w/inspector.
Other
14
A ppI icant .4 Date 5-,9
/7
Copy of plans sent Health Dept., —Fire Dept., V
Other— Date
The following data must be submitted isslia le new item not checked above).
, pfl2r perml irc
1. Index permit for above items No. — VA# 9
� � ( % N le
2. Additional items required: 'IN
Contractor, designe C��as advised of above required data by—!:fp�hone --- mail—coun date 0 -
Contractor, designer, owner, was advised of above required data by —phone —ma I I —counter by— date
Plans checked by Date Plans approved by 1>cv— Date 7
'ile cabinet � Ak;5AAf
qffsiof. pklans on hold in —104"�P P5� 918er
- Q G, t =�, i
C!
Copy�Dl5k,
COUNTY SCHOOLS DEVEtO04N� PEE -CERTIFICATION FORM
(one Form per Building).
e Building.2ppartment No.
A. P§:� Numb t
School.Distri6t JO q,,S City County P,' Jurisdiction
Property Owner V J6,W 1/71 (,ay 1?_4 btAe�
Project L6catibn/Addr ss
Subdivision Lot Number
Residential Development;
Sq. Footage o
-CAI
ofQ g MHI Addition (Group R)'
Units
Commercial/Industr.ial: Sq. Footage
New Addition (Includi,ng Exterior
Roofed Areas)
4, 1A
Buil-difig DepartmCant-'Representative -Date
(Floor.Plans reviewed by -School District Personnel)
.District.Id'No.
dAAA_)'.1 A, 0 P.M It- "'.,
School District.certifies that
A,I,q a
'(Appli/dant Name)
(Phone Number)
k�A
(Street'Address)
(City)
AState) (Zip Code)
has complied with the requirements
of,Resolution No.
by the paymentof $
re'pres enting square feet.-
S,dhbol District Representative 'Date
PAID BY CHECK NO. REMARKS:
BANK NO
PAID-BY,CASH
white�applicant, yellow"buildirig, depar I tment, pink -school district
SCHOOL.FEE (8/88)
ZO 2-13
Lei 0
OOB- '12097 MAT
THIS DWG. PREPARED FROM COMPUTER.INPUT (LOADS DIMENSIONS) SUBMITTED BY 'TRUSS MFR.
TOP CHORD 2XA FTR-LARCH *1
SOT CHORD 2X4 FIR -LARCH *1
WEBS *2XA FIR -LARCH STANDARD
CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH
REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949.
ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND
�iTOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION.
SEE DRAWING 132 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS. -
TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED
PURLINS SPACED AT A MAXIMUM OF 2A' D.C.
NOTE: PLATES ARE DESIGNED WITH A DURATION FACTOR OF 0.92.
TC X -LOC L -R: 2.29 6.30 12.20 17-.70 23.71
m
BC X -.LOC L -R: 0.29 8.20 I5.BF 23.71
SINGLE CUT WEB #-TC:I'.A
*BOTTOM CHORD CHECKED FOR 10 PSF- LIVE LOAD.
ALL TOP CHORD SPLICES OCCURRING BETWEEN
PANEL POINTS ARE. TO BE LOCATED AT 'APPROXIMATELY
11A OF PANEL LENGTH FROM PANEL POINT (WITHIN 12*) AND c)
SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. 4-- :
12-:D�O i .12---O-D
')All n ?A
24" O.H.
2q-0-0 OVER 2 SUPPORTS
R-B2D9 V- 3.5D' R-B2Dr W- 3.SD'
PLATE TYPE--FILPINE SEON--167567 FURNISH - A - COPY OF THIS OESIGN TO ERECTION CONTRACTDR REV 13.2.0 SCALE - D.25M
�Lelld ENGINEERED PREOULTS, INC. 7RUSSES REUMLE EXTREII LARE,
DESIGN rRIT UBC REF R427 — —6291
**IMPDRTANT**qfU UM K RIVONSME FOR ANY -WRRNING IN tfvmjtc, accuol, AND,
SPECIFICB71M DR WY DEVIATION FRON ORMINS.SEE -W-TG% EBUCI
DEVIRTION FROM IffESE K M TRUSSES N TC LL 20. 0 PSF DRTE D2/12/BB
THIS DESIGN Ok ANY FAILURE M BUULD THE TRUSS IN CDNFWM*XE 'CD
MIENTRAT NiD RMDIMENDRTION5-�TPI). SU
r -n WITH THE 'OuRLITT COYTRDL rwLft' BY TPI. ALPINE CON1fiZTDRrk' 'THIS DESIGN FOR FMITIOM:L SFMIRL KAPP-
TC DL 10. 0 PSF DRVG CRUSR427 BBD43DIS
ARE ramMILVIED FROn 20 GRUM GRLVANIZED SW-qMXSf WENT BRACING REOUIREMENIS. Lmzs OTHERWISE
DINERWISE Sw BC DL 5. D PSF CA -ENG Lv�
A%, rMIM KWIUMMS OF ASIn MIG CM.A. S�IDVN, TOP 04M 9fLL BE LRTERILL11 GRRCED No. c Ak......
LPIN AppLj COMWErTORS M 007H FACES RI EACH Alin ROD LCP11` . RZ Wilm PROPERLY ATTRC.#u PLYMODD-SICRItailms,
10, SNOwu BEARING VIDINS ARE 9* kMkFL UNLESS 0TNWI ITOM CMDRD Willi RIGID CE-lUmC OR BRACINC 'TOT. LD. 35. D PSF D/A LEN. 2LI—D-0
Sp
AS DESIGN STARIMM CONFDRM WITH APPLICAMLE AlROVII ECIFIM ON DESIGN. DO NDI = THIS
TRUS DUR. FRC. 1.15 PITCH 5. 5/ 12
-low. K% AND TP1 IPCT). w-s1b`w vitm 0-smt� hc#W&~� lkkm1M LLOM.
1�= = r__1 = SPACI NG 24. D' TVE COMN - -
L---TP4 - TRUSS PLATE INST]IME, NDS NATIONAL DEE:JGN SPECIFICATInN FDA VODD CONSTRU"ClIM
Note: Face of fill area designed to support 5/8" siding.
;1/
#SIB -3X9
CONTINUOUS BEARING
THIS AREA
En
rQ
1*4
m
co
Lj
Ln
�2-D-0_ 12-0-0 _1_12-D-0
1 32-0-0 over supports as shown R-17904 W- 3.5D'
R-12640 W- 3.SD-
REV 14.0.9 SCRx - D.7=
PLATE TYPE --ALPINE SEON--246267 FURNISH A CDPY OF THIS DESIGN TO ERECTION CONTRACTOR
FLPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EVREM CARE DESIGN CRIT REF R42r- =-,
UPPWTNN
IN HRNDLIt& MM71ON AND
C=
C= C= C=
C=
= MLPIN
cin
TRUSS
=1 r" E=)
WWI" SHALL NOT BE
DEVIRTION FROM THESE SPECIFICATIONS OR RW DEYIRTION FROM
THIS DESIGN OR AW FAILURE TO BUILD THE TRUSS IN COW"WCE
WITH THE -DUALITY CONTROL MOBUIRL' By rpl. ALPINE CONNECTORS
ARE MiLIFRCTLRED FROM 20 GALIGE GALVANIZED STEEL UNLESS
OINERVISE SHOWN, TIMM REWIREMENTS OF ASTM FA%G GRACE A.
APPLI CONNECTORS 711 BOTH FACES AT EACH JOINT F#0 UXATE AS
SNOWN. BEARING WIDIHS ARE V NOMINAL UNLESS OTHEWISE SHOWN.
DESIGN STANDAMS CONFORM VIIH APPLICABLE PRINISIONS; OF
*-NOS AND -TPI IPCT) - I PATENT NOS. 4,549,BM AND 4,r,?5,S351
V.,
CA
JOBi 2Z507 THIS DWG. PREPARED
FROM COMPUTER INPUT (LOADS & 'DIMENSIONS) SUBMITTED BY TRUSS MFR.
DRVG CRUSR427 88359014
CHORP 2X6 FIR -LARCH *2.. EXCEPT AS SHOWN
TC X -LOC L -R: Z.29 6.32 11.89 .17.16 23.71
DUR.FRC. 1.15
-P
BOT CHORD 2X4 FIR -LARCH *1
SPACING 24.0"
SPEC --
FTOP
EBS 2X4 FIR -LARCH STANDARD
W 11
BC X -LOC L -R: 0.29 6.32 11.78 17.46 23.71
X LARCH *1
ITI-2X4 FIR-
SINGLE CUT WEB -BC:3 ;2 ENDS:1,5
.
CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH
(U) BOTTOM CHORD CHECKED 'FOR 10 PSF LIVE LOAD.
REQUIREMENTS OF I.C.B.O. RESEARCH REPORT *.2949.
(A)SCAB BRACE, SAME SIZE, GRADE AND LENGTH AS WEB MEMBER.
ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND
ATTACH WITH 16d NAILS @ 4' D.C. BRACING MATERIAL TO
TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION.
BE SUPPLIED BY ERECTION CONTRACTOR.
SEE DRAWING 13Z FOR 'PLATE LOCATIONS ON TYPICAL JOINTS.-
ALL BOTTOM CHORD SPLICES OCCURRING BETWEEN
TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED
PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY
PURLINS SPACED AT A MAXIMUM OF 24' D.C.
114 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12*) AND
SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE.
NOTE: PLATES ARE DESIGNED WITH A DURATION FACTOR OF 8.92.
(B) Refer to drawing 3,027,999 for gable fill details.
Note: Face of fill area designed to support 5/8" siding.
;1/
#SIB -3X9
CONTINUOUS BEARING
THIS AREA
En
rQ
1*4
m
co
Lj
Ln
�2-D-0_ 12-0-0 _1_12-D-0
1 32-0-0 over supports as shown R-17904 W- 3.5D'
R-12640 W- 3.SD-
REV 14.0.9 SCRx - D.7=
PLATE TYPE --ALPINE SEON--246267 FURNISH A CDPY OF THIS DESIGN TO ERECTION CONTRACTOR
FLPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EVREM CARE DESIGN CRIT REF R42r- =-,
UPPWTNN
IN HRNDLIt& MM71ON AND
C=
C= C= C=
C=
= MLPIN
cin
TRUSS
=1 r" E=)
WWI" SHALL NOT BE
DEVIRTION FROM THESE SPECIFICATIONS OR RW DEYIRTION FROM
THIS DESIGN OR AW FAILURE TO BUILD THE TRUSS IN COW"WCE
WITH THE -DUALITY CONTROL MOBUIRL' By rpl. ALPINE CONNECTORS
ARE MiLIFRCTLRED FROM 20 GALIGE GALVANIZED STEEL UNLESS
OINERVISE SHOWN, TIMM REWIREMENTS OF ASTM FA%G GRACE A.
APPLI CONNECTORS 711 BOTH FACES AT EACH JOINT F#0 UXATE AS
SNOWN. BEARING WIDIHS ARE V NOMINAL UNLESS OTHEWISE SHOWN.
DESIGN STANDAMS CONFORM VIIH APPLICABLE PRINISIONS; OF
*-NOS AND -TPI IPCT) - I PATENT NOS. 4,549,BM AND 4,r,?5,S351
BRRCINr.SEE 'W7-76%UIRRCI
,1000,TRUSSES:
CDrMTRRT TOO RECOMKNDRT -TP I . SEE
THIS DESIGN FOR ADDITIONAL SPECIAL PERMR-
WENT BRACING REOUMEMENTS. UNLESS OTWWM
SHEMIN, TOP CHORD SHALL BE LfiTERFI-LY BRACED
VIIH PROPE RLY ATTRCMED PLY= SWATHING,
007TOM CHORD WITH RIGID CEILING OR BRACING
AS SPECIFIED ON DESIGH. 00 NOT USE THIS
DESIGN WITH FIRE RETRIVINT TREATED LISMSER.
CA
TC LL 20.0 PSF
-0 PSF
TC DL 10.0 PSF
BC DL [U) 5.0 PSF
TOT -LD. 35.[)PSF
DATE 12/21/88
DRVG CRUSR427 88359014
CA -ENG
D/A LEN.,- 32-0-0
DUR.FRC. 1.15
Pitch: --572
ITYPE
SPACING 24.0"
SPEC --
I . -IPI - IRI)S'_ i,jnii jwijiuli , MrS - NATIONAL omi;N sprciFICATInN FOR WOOD LI)NI;IRUCIIDN
L
inn,
TOP CHORD 2XA FIR�-LARCH #I
SOT CHMO 2XA F IR -LARCH #1
WEBS 2XA FIR�-LAnCH SIANDARD
CON14CCTUR PLATES MUST BE IPMALLED IN ACCORDANCE WITH
f 1LOUT Rt HEM S OF I . C . 9 - (3, PESEARCH REPORT #2949.
ALL PLATES ARE TO BE' CENTERED ON THE JOINT. LEFT TO RIGHT AND
TOP TO BOTTOM. EXCEPT WHEN LOCCATED By CIRCLE OR DIMENSION.
SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS.'
CONCEtITPJ,TED LOAD LOCATIONS MUST BE MARKED ON TRUSS
CY TRUSS FABRICATOR TO INSURE PROPER ERECTION.
CONNECTOR PLATES DESIGNED FOR GREEN LLMSER PER NOS
TABLE B -1B.
conventional framlmg is not the responsibIlfty of the tx uss designer,
plate maivufacturer, nor truss fabricaLor. Persons erectiog
are cautioned to seek advice by local. professional engineer
regarding conventional training.
This truss is designed to support additional Lrated load(s)
where shown-
-OMPUTEA INPUT (LOADS 6 MHENSIONS1 SUHKI I t EU Vy T RL'bb MFM
TC X -LOC L --FC 0.29 5.77 JO.88 16-00 21-12 26-23 31.71
13C X -LOC L -k- 0.29 8.32 16-00 23 67 31.71
SINGLE CUT WM f- TC: 1. -, BC: A
(U) BOTTOM C� ntPO. CHECKED FOP 10 PSF LIVE LOAD.
ALL TOP CHORD SPLICES OCCURRING BETWEEN
PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY
11A OF PANEL LENGTH FROM PANEL POINT (WITHIN 12-) AND
SHOULI) NOT OCCUR IN PAtELS NEXT TO A PANEL POINT SPLICE.
TOP CHORD SHALL BEE LAIERALLY BRACED WITH PROPERLY CONNECTED
PUALINS SPACED AT A MAXIMUM DF 24" D.C. .
NOTE: 2%4 03 HFM-FIA OR BETTER CONTINUOUS LATERAL ROTT�W
CHORD BRACING t 72" MAX. O -C. REGUIRED. ATIACH WrTH
-,2-16d NAILS. BRACING IS NOT REGUIRED IF A RIGID CEILING
IS ATTACHFC DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL.
TO BE SUPPLIED AND ATT:CHED AT BOTH ENDS TO A SUITABLE:
SUPPORI BY ERECTION CONTRACTOR. 0'
90#
6-0-0
3X7
x 3
16-0-0 1 _t 6-0-0
32-0-0 OVER 2
C
W
CD
0
0
A-12750 W- 1-50'
R-1334# N�
4PL7
. T YP. -ALPINE
SEON-- 35WI 'FURNISH A COPY OP T141S 13ESION rQ E;WCTION CONTRACIOP
PEV 15.1.2 SCALE = 0.1875
E 100FINNOM mm"MACT& §W-
spossm Gomm Eva"Mi cow
WARNING am
IDESIGN CRIT: 03C i
AEF A427--2015
C=3
C= C:1 4= C= C=
. SDI ME $92-POWSUILEFm im
& mam-m awrom
-amw-it-, maw mmuffifiE . rr
Tc LL, 2,0_0 PSF!
DAIFE
C=3
C=3 9=
j*-X1HP0RTANT**Vj"mR1"L
at" maw "m "em 304LEWWAINIMS OP a- 8011"IZ310 4`16m
ft-MUMB -SK amcom
Cm
C= J= C=
-mM 10040 04 JEW F*XAM W 0111" IME"MOM 20 GIM"N'""M
commumm
TC GL' 10.0 PSF.
DMrS CAUPUe7 GOISOO13
Wrgb "W 1NMNjFr COMIlL WANUFL, in W1. OLVINE _�
SOLVANKM IMNEEL OILAM
was CESAN fW TompaL SpEcaft Volftk-
NEW ER993M Mm. amom SIMONM
(U) 5 0
C:e C=;,
Ce
ARE INMOUFOLTOOM MD SOME
a-
SOW 14P 09M SOAL IME 190003006&V
I
CA
SC M - PSF.
CA -+NGF-" lwl�
CP
cl
ALP L
NWMS ffigmamomms OF ago Ate wom
ovpky comormu IN am* Form or sam omma me tommi m
wFm mmem— An a NOW ME v m �am 1�jmmw"& vm�mmmm&.
TOT -LO. 35 - 0 PsF
o/A A -E -m.--; 32--0-2.
C=
C=
-Xf= GiNgNmew 9—.
offImme 000 WrIN N*W 01011 -Mr, 10 GWRAMEMM6
own
'NOTTra" as mm Wan "m "ITS
MP. FAC. I 15
PITCH' 5.0/12
ZI
Cm
Miss
C=3 =11 C=1 C=1 C --,j
oermom Mims OMLVCNKF IftlyffsZom OF
maw me elpf 4"
AS -
111 IN F VIE $E%MmDWT 01" Vol 6 ON"
-
�WAC I W 24-0"
'TYPE COMN
_4M _ got"; V%AIE MqgTjtd% INS – ft%WMIW6L UESAW
SWEIFICAWCOM FM MrM CMGIMWMtb
TOP CH600 2X5 FIR -LARCH #2- EXCEPT AS SHOWN
BOT CHORD.. 2X4 FIR -LARCH #1
WEBS 2X4 FIR -LARCH STANDARD
:TI-2XA FIR -LARCH 01
CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH
,7REGUIREMENTS OF I.C.B.O. RESEARCH REPORT;#2949.
IIALL PLATES ARE TO BE CENTERED ON T$ -E JOINT. -LEFT TO RIGHT AND
TOP 10 BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMEMION_
SEE DRAWING 130 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS.'
CONCENTRATED LOAD LOCATIONS MUST BE MARKED ON TRUSS
BY T�USS'FAORIGATOR TO TNSURE PROPER ERECTION.
1 TOP CHORD SHALL 13E LATERALLY BRACED WITH PROPERLY CONNECTED
I PUALINS SPACED AT A.104AXI" OF 24- O.C.
Note: 2*X4 #3 bew fir -or better coutimKms latexal bottom clwrd bracIng
@72 . O_C_ mtax. required- Attac v/2 -16d nails. Brac1mg is not required
if a ri id cellbn is attacbed directly to bottom cbord. Bracing
pbaterjaY to be scWlted and attacbed at both ends to a sultable support
by erection contractor -
This txuss'is designed to support additional canceDti-ated load(s)
wbere shown -
90.0 5X 10
3X5 .2 5X4
1. 5X3
.4
5.0
TC X -LOC L -R: 0.29 5.77 10.88 15,U�l 20-97 25.94 31.71
BC X -LOC L-A: 0.29 8.32 15.64 23-46 31.71
SINGLE CUT WEB #-TC: J. 7 . 2 ENDS: 4
(U) BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD -
(A) IXA #3 HEM -FIR OR BETTER CONTINUMIS LATERAL BRACING TO
BE EOUALLY SPACED. ATTACH WITH 12) Bd NAILS- BRACING
MATERIAL TO BE SUPPLIED'AND ATTACHED AT BOTH ENDS TO A
SUITABLE SUPPORT BY ERECTION CONTRACTOR.
ALL TOP AND BOTTOM CHORD SPLICES OCCURRING BETWEEN
PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY
11A 0;7 PANEL LENGTH FROM PANEL POINT (WITHIN 12') AND
SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE.
CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS
TABLE 8.18.
4X5 i .5XA
k-7- -!-! ��` - -0- _01
3X8
AJ 2.5X4 4XB 5X6 4X5
Ibiock requir'ed
_j 17-0-0 '15-0-0
5X7
2--D-O
A-20490 W- 3.50*
CA
13ESIGN CZ117: UDC AEF
TE LA_ 20-0 PSF DAT
TC DL 7.0 PSF ow
ac jx M 5-0 PsF CA -
TOT _L0. 32-0 PsF o/A
DUA. FAC
SPACING 24 - 0"-- - ITYP
.r_ - v -.3l0/:)
R427--�-20128
=N. 32-0-0
- 32-0-0 OVER 2 SUPPORTS
.0 14---t570# W= 3.50'
PLT: T YP--ALPINE
SEGN 3W77 FtimaSm A Copy OF TMS DESIGN TO ERECTIOD
C=3 C=1 cm C=3 C=
*IMPORTANT** ow
WoMSBM403MMK ff"WPE CAW
KARNING so mxw_w� swunm mo
-L
E�
-On-vw.
C=3 CM
arwua� nM VHM SPOMML1=16 4P JWW MFWWNW
OWZIM.aw 6w0x=4& �
C=:2 1=3
"ts mem"w an Am raw -OK w wonm WE � ]"
I
4"MMMw" ~ fecommonozow&—om . WE
=3 C__Z1 cm
Qffm nw _QU"x" CONPW vw=R&_ w wN. arm C041MMM
VMS veow fm Mwff"ML Wma- vemm-
C= C=j
N Sa� G&�� VWEL %MM
SKW 6MCM -MWWW-R=- ULM-- OMOM95E
C=
M
no" tX W�ft verrVA M8U0W*WWM OF ASM A64 aMX A.
IPOK TW 00M SM.L 9E AAVEWUV
Pi
MOMT 92004MMM W MTN "ACM AT SACO "n am XZ"IE As
um 6110MLv ATTAO" �%,.wcw V"wpzur�
-JNMW. OEA90M 40MIS AM 4- ItIOrML t99"S 01100tSE SMIW-
� ON � C�'W '" M= UM -"S = WMCM
C=3
TRUSS
Zrojosom OF
as sptcrnm 0. "Mm =am am "M
cm C= t= C=
0".] Oct)
W99" "M GWNR�a MWAIM LONSM.
—V" - IMM MAIR 141"TWW- MS OMMOWL 0""M
0-KgrWATWO FM'WW MMMC"O'
5X7
2--D-O
A-20490 W- 3.50*
CA
13ESIGN CZ117: UDC AEF
TE LA_ 20-0 PSF DAT
TC DL 7.0 PSF ow
ac jx M 5-0 PsF CA -
TOT _L0. 32-0 PsF o/A
DUA. FAC
SPACING 24 - 0"-- - ITYP
.r_ - v -.3l0/:)
R427--�-20128
=N. 32-0-0
TOP CHORD 2X4 FIA -LARCH SS
BOT CHOM 2X4 FIA-LAW_�H 01
WEBS 2X4 FIR -LARCH STANDARD. EXCEPT AS SHOW
WI -2X4 Fln-LARCH #I
CONNECT OR PLATES MLGT HE INSTALLEO IN ACCORDANCE WITH
REGUIREMENTS OF I.C.8-0. RESEARCH REPOFn #2949.
ALL PLATES ARE TO 13E CENTERED ON THE JOINT. LEFT I'D RIGHT AND
TOP TO BOTTOM. EXCEPT WHEN LDCATED BY CIRCLE M DIMENSION.
SEE ORAWIWE 130 FOR "PLATE LDCA:T1ON`S ON TYPICAL JOINTS-'
CONCFNTRATEO LOAD LOCATIONS MUST BE MARFED ON TAUSS
BY TRUS�S FAtWATCA109 TO INSURE PROPER EPIE'CIION.
CONNECTOR PLATES DEES3GNED FOR GaFFN 1 -UNSER PER NDS
TABLE 8.18.
(M) Recomm--nded cocnection at watl plate: Slxps*n 7C24.
See cataiog C-890-1 for nallAmq SPL-cLficatl0m-
Thiss tru-sr. is desiqued to support additional mucentrated loadis)
where rbawn.
1909
6-0--o .- I
3X4
3XI 6
1_5X4 P -5X
X
TC X -LOG L -Ft 0.29 5-13 9-14 13.14 17.15 20.85 24.%
28.87 34.00
P -C X -LOC L -Ft 0.29 6.47 11-81 17.15 22.19 27.53 34-00
SIN6LE CUT WEB #-TC: 1. 11 BC: 6
PROVIDE FOR FORiZONTAL IAOV
..�MENT AT ONE SUPPORT-
Weeted movemeut= 11116'.
(Ui 813'fTON CHORD CHECKED FOR 30 PSF LIVE LOAD -
ALL TOP CHORD SPLICES OCCLiRRING BETWEEN
PANEL POINTS A4E TO BE LOCATED AT APPROXIMATELY
114 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12-) AND
SHOULO NOT OCCIJR IN PANELS NEXT TO A PANEL POINT SPLICE.
'TOP 1>40RD FkiALL BE LATERALLY BRACED W17H PR3PERLY C0NN;_:CTEO
PURLINS SPACEO AT A MAXIMUM 0!: 24" D.C.
NOTE: 2X4 4:3 HEM -FIR OR BETTER CONTINUOUS LATERAL 807"YOM
CHOP9 BRACING @ 72" MAX. O.C. AEOUIRED. ATTAC14. WIP4
2-160 NAILS- BRACTNr�, IS K)T REOUCRED IF A 'PfGhD CED-1NC,
IS ATTACHF-0 91111- - 'CTLY TO BOTTOM CHORD. BRACING MATERIAl-
TO BE SUPPLIED ANO ATTACHEO &I BOTH Ef,*S TO A SUITABLE
SLPPORT By ERECTJON CONTRACTOR.
`X5
3X4 .1
2 FsX4 kw- 6-30-q
I .`73X4
C L
_jV
jv11L �N-
'4,,o
"7
5-oc 01 CA100"
_3X_112 2. 75 2 -4X 12
i2 42
2 5Y.4 3^v4
3X4 5X4
17-1-12 17 -i -J.2 -6-0.
F- 17-1-12
--34--3-8 OVER 2 SUPPORTS
A -1-4.15f Im- 3.50" 9-1355f V- 3-50'
c
CD
O_
tto.
PLT. TYP.-ALPINE
SEQN-- 434CM FURNISH A COPY OF THIS DESIGN TO EMMON CONTPACTOP
REV 15-1-2 SCALE 0-1875
CZ3 9 3 C=l
C=3 1==) C=1
c
fLP1"E "Gamomn &w4mxm X-C,
WjM13MTANT 3*kt %.0 wo at amamsmLf: rap av
4W4ATOW FF69 TWS9 5FWWKA-f11I0 OP 0- INEVEATI'M MM
W*JSSkS MALKIFE. FAMW C*J:*
WARNIM m mxmnm umm &m
Xfmctm SME -OrT-)S-. MPPCIW- QM fecamm
OESIGN C1;IT: UBC
TC LL 20 0 PSF
REF A427--2631 _m
D
DATE 06/ 11 /89.
[D
=3 11
t=
cm
C=3
WM WMIGM CH AM IFAMARM W MaW IM TOKIOSIM COW9011IONX
vrw. M -=j&1fr SISA0*0 mmr Vt 11n. mp"t cmaEcmv
COMIESITAW AM 91ECEMISMAMIG,"M. SEE
MZ naszGm fm AmTraDaL WMUL Somb-
7c 13L
i0-0 PSF
DAW& CAMW7 8mQ2WMm
C=
9=1
C=31
AILP:31 X
C=3
c=1
AM WAM*^C"jKM FWN 26 GUISE G.CV411CAPEN 511M. W&IFFM 4NEW TFUGDA& 1;EXk13P§NRM. U41.936 C1
eff0iMUSE SMOM C&TTM fWAVIMCWTS OF ASM &"6 GOWCE a. SHOW TIP CWFV 3�WS_ SC LATERm.LY SM"
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F
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11
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CA -EM
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co/A LEN- 34-3-8
PITCH 5 0112
CON
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B6T CH&ID 2XA FIP-LARCH #1
WEBS 2X4 FIR -LARCH STANDARD
r-ot,f4ECTOR PLATES MUST BE 19STALLED IN ACCORDANCE WITH
REOUIREMENTS OF I.C-13-0- RESEARCH REPORT #2949.
ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND
TOP TO BOTTOK EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION -
SEE DRAWING 130 FDA "PLATE LOCATIONS ON TYPICAL JOINTS.'
TOP CHOM SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED
PuRLINS SPACED AT A MAXIMUM OF 2A' O.C.
NOTE: 2X4 f3 HEM -FIR OR BETTER CMJTINUOUS LATERAL BOTTOM
CHORD BRACING V 72' MAX. O_C. REOUIRED. ATTACH WITH
2-16d NArLS. BRACTNG IS NOT REQUIRED IF A RIGID CEILTNG.
IS ATTACHED DIRECTLY To 80TTOM CHORD. BRA�JNG MATERIAL
TO BE SUPPLIED AND ATTACHE�O AT BOTH ENDS TO A*.SUITABLE
SkJHPUNI UT ZM
COMPUTER -INPUT --ILOADS & QIMENSTO�Sj SUBMITTED 13Y TRUSS "FR.
TC X -LOC L -R . 0-29 8.32 16.00 23..57 31.72
13C X -LOC L -R; 0-29 8.32 16.00 23-57 31.71
SINGLE CUT WEB #-BC: 3 -. 2 ENDS:'I. 5
'(U) BOTTOR CHORD' -CHECKED FOR 10 PSF LIVE LOAD-
IX4 #3 HEI-�-FIR 'OR BETTER CONTINMUS LATERAL BRACING TO
BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING
MATERIAL TO BE SUPPLIED AM ATTACHED AT BOTH ENDS TO A
SUITABLE.SUPPORT BY ERECTION CONTRACTOR.
CONNECTOR PLATES DESIC+F-D FOR GREEN LUMBER PER NOS
.TABLE 5�18-
15-0-0 116-0-0
c
(A
33
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0
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OVER 2 SUPPORTS
A -1260f W--3-50'
Q-t2fj0F
PLI-
TYP.-ALPINE
SEGN-- 358% PURMSF4 A COPIV OF THIS DESIGN T13 ERECTION CONTRAC"fan
REY 15-1.2 SCALE
onEwlecom folouLcm cc._.
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wow mmomm
TC LL 20 0 PSF DATE 06129/89
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THIS DWG.''PREPARED FROM COMPUTER INPUT (LOADS & 'DIMENSIONS) SUBMITTED BY 'TRUSS MFR.
TOP F-00B:� 194AI TC X -LOC L -R: 0.29 6.20 li.off 1S.Sff 21-71
CHORD 2XA FIR -LARCH *1
OT CH k
BUT CHOKDo- 2XS FIR -LARCH SS
W 6 BC X -LOC L -R: 0.29 6.20 11-90 15-89 21.71
WEBS 2X4 FIR -LARCH STANDARD. EXCEPT AS SHOWN
: W
WI-ZXA FIR -LARCH #1 .2 COMPLETE TRUSSES REDUIRED FEE= ==:v
CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH FASTEN TOGETHER WITH 16D WAILS M
REOUIREMENTS OF I.C.B.O. RESEARCH REPORT *29A9. TOP CH ------------------ 14, D.C. M
WEBS ------------------ A, D.C. STAGGERED
ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND SOT CH ------------------ A' O -C- STAGGERED Ln
TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. NOTE: (1) 1/2" DI ' A. THRU BOLT MAY -BE SUBSTITUTED
SEE DRAWING 138 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS." FOR 12) -IGD NAILS IN BOTTOM CHORD ONLY.
ALL BOTTOM CHORD SPLICES OCCURRING BETWEEN SINGLE CUT WEB *-BC:3 ;2 ENDS:1.5
PANEL POINTS ARE To BE LOCATED AT APPROXIMATELY
IIA OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND THIS GIRDER HAS BEEN DESIGNED TO SUPPORT:
"HnULn NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. FROM ONE SIDE --32' 0 OF SPAN FRAMING TO THE ROT CHORD
OPPOSITE SIDE— 2'. ff" OF SPAN FRAMING TO THE TC/BC SPLIJ
TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED GIVING A TC LOAD OF 6E PLF AND A BC LOAD OF ..530 PLF
PURLINS SPACED AT A MAXIMUM OF 24' D.C. NOTE: PLATES ARE DESIGNED WITH A DURATION FACTOR. OF 8..92.
ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. Recommended connection for 32-0-0'trusses at �24" D.C.
Note: 2X4 *3 hem -fir or better continuous lateral bottom chord bracin to bottom chord: Simpson LTJ28 with 10d common nails.
@72" D.C. max. required. Attach w/2 -16d nails. Bracing is not requireg See catalog C-BBH-1 for nailing spedifications.
if a ricid ceiling is attached directly to bottom chord. Bracing
material to be supplied and attached at both ends to a suitable support
by erection contractor.
Conventional framing is not tbie responsibility of the truss designer, 7X6
plate manufacturer, nor truss fabricator. Persons erecting trusses
are cautioned to seek advice by local professional engineer
reoarding conventional framing. 5XG 5X6
3X8.
5.DD
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3X8 3xe:
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11 -D -D
11 -D -D 2 -D -O'
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R-64q5t W- 3750' D,
IGN TO ERECTION CONTRRCTDR 1" 141.0.9 SME M
PLRTE TYPE--RLPINE SEON--232762 FURNISH A COPY OF THIS DES
IRUSSES RECLI111 FICIRErd CME OF -SIGN CRIT REF Ri= -btllzi
FLPIO& ENGINEERED PRODLICIS, IN""
**I11PDRTANT**SNALL 007 BE RESPONSIBLE FOR ANY WRRNING jw unUOLiNG, vallo- mo '51
5 .,.. 1.
DIEVIRTION FKM TNE-SE SPECIfICRTIONS OR ANY DEVIATION FROM IIRRCING.SEE w -n-, nocim nOD TRUSSES-, 20. 0 PSF DRTE 10/31/89
TD
c=
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I0. D PSF, DRVG CF1USRI427 88305DI9
C= WIT14 TtE IOURLITT CONTROL "NUAL' BY TPI. ALPINE CONPIEMS THIS MIGN FOR FC1DIT30NRL SPECIAL PEMA' TC OL
0- ID PSF
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57F
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9.1 7 BC DL 5. 0 PSF CA -ENG Aj,�y
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OTNMISE SHOW. MCTIW, RMIPF*VT
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If TOT 0 PSF O/A LE
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' ATRUSS M ..
SNOn BEARING V[DINS ARE q
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C= OCSICN STrj0AROS CONFON WITH WPLIDWE PREW BN DESIC.- 01 OUR. FRC. 1.15 PITCH. 5 .
n
TRUSS IS"'
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SPACING REE ABOVE YPE CDMN - -
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WENDELL REINERTSON ARCHITECTURAL DESIGNING
1054 LISA LANE
PARADISE,' CA 95969
/x�
CALCULATIONS ARE IN COMPLIANCE WITH THE 1985 EDITION OF THE UBC
SIGNED DATE
FRANK L. TYUKOS,(ORCE 32434
F L T ENGINEERING
5790 CLARK ROAD
PARADISE, CA 95969
(916) 872-0254
J,o
FLT ENGINEERING
SUBJECT: TYPICAL RESI'DENTIAL GARAGE FOUNDATIONS 5790 CLARK ROAD
PARADISE, CA
BY: FLT �DATE: 7/86 ' JOB NO.: 6325
`
PROJECT WENDEiL REINERTSON - ARCH'LAESIGNING SHEET 1 OF
1054 LISA LANE,.PARADISE CA 95969
' .
^ '
DESIGN_CRITERIA� '
GARAGE STUD WALLS & ROOF.(FLOOR) ARE SUPPORTED BY CONC. RETAINING -
BEARING WALL FOUNDATIONS. CONCRETE'WALLS ARE SUPPORTED @ TOP BY
CONCRETE SLAB AND AT THE BOTTOM BY FOOTING. '
'
^
CODE 1985 UBC '
,
'
.
' SUPERIMPOSED LOADS:,
--^ �' ---` ---MIN. -I)L--'01���x-��3+8)-�=-~-�� _ '
MAX. LL = .020 x 17 +.010 x (17-3) +.010 x 174.06± x 8 = .69 k/l`
ALTERNATE MAX. LL = .050 x (7.5+10) = .88 k/l
' LOADING PER ABOVE IS CRITICAL FOR BOTH - BEARING (INCLUDES DL + LL)
' AND SLIDING RESISTANCE (MIN. DL ONLY),
. . ,
�DD'L LIGHT +
MAX. LL - ROOF SNOW + �ROOFDL + ADD'L HEAVY ROOF DL
ADD'L WALL DL
-ALT. MAX. LL - 1st & 2nd FLOOR DL + LL (NO ROOF LOAD)
, ,
'
SURCHARGE ~ 2000# WHEEL LOAD @ APPROX. 3' FROM WALL -
2.0/6^2 = .056 KSF -- 1' SURCH. '
'
�CALC'S FOR - 1. S"THICK WALL: A. 41-0" HIGH - SHEETS 2 & 3
`
B. 61-0" HIGH - SHEETS 4 & 5
' C. 81-0^ HIGH - SHEETS 6 & 7
2. '" 'HICK WALL: A. 8'-0" HIGH - SHEETS 8 & 9
' B. 101-0" HIGH - SHEETS 10 & 11
`
.
'
' CONCRETE - ULTIMATE COMPRESSIVE STRENGTH- fc = 2000 PSI
@28 DAYS,
. `,.
` REINFORCING - ASTM A615, GRADE 40, `
'
WELnED WIRE MESH - ASTM A185, 6&1 W1,4 x W1.4 .
` ALLOWABLE SOIL BEARING PRESSURE - 1500 PSF,
ALLOWABLE LATERAL PRG. PRESSURE 200 PSF,
.
`
' `
PROJECT : WENDELL REINERTSON - ARCH'L DESIGNING
JOB NO. : 6325
DATE : 7/1986
`
'
,
CALCIS BY : FLT
'
SUBJECT: CONCRETE RETAINING - BEARING WALL
------------------------------ -------
WALL-DESIGN:
____________
ALL' CALCULATIONS ARE IN UNITS/LN. FT
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(916) 872w0254
SHEET 2 OF //
GRADE SLOPE RATIO: LEVEL
SOIL EQUIVALENT FLUID PRESSURE (PSF): 30
SURCHARGE (FEET): WHEEL LOAD . 1
YIELD STRENGTH REINF. (KSI): 40
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 '
GRAVITY'
LOAD - DEAD LOAD (KIP) 0.11
- LIVE LOAD (KIP) 0.88
� ��
OVERALL HEIGHT OF -THE WALL - Hw (FEET): � 4 -�------ � . ^' .
-OVERALL-'HEIGHT 'OF -THE SOIL --Hry (FEET) :
'
THICKNESS OF WALL - T (INCHES): 6
COEFFICIENT - a : 1.46
TOTAL EARTH PRESSURE - Fhr (KIP): 0.38
REACTION @ TOP OF WALL - Rt (KIP): 0.16
REACTION @ BOTTOM OF WALL - Rb (KIP): 0.22
HEIGHT OF.10' SHEAR - Ho (FEET/; 2.23
MOMENT - Mw (FTAIP): 0.18
AREA REINF. (IN^2) ,d'(IN) SIZE & SPA (IN)
---------------------------------------------------
0.033` 3.75 #4 @ 73.3
MIN. VERTICAL REINF. - .15 % (IN^2): 0.108
MIN. HORIZONTAL REINF. '- .25 % (IN^2):: 0.180
DESIGN REINF. - VERTICAL: #4 @ 24
- HORIZONTAL:
�
COMBINED STRESSES @ WALL 0.11 < 1.0
"
`
SHEET OF
UALCIIS BY :-FLT
FOOTING DESIGN:
DENSITY OF SOIL (:F'C:F):'
100
DENSITY OF CONCERTE (PCF):
150
ALLOW. SOIL BEARING PRESSURE (PSF):
1500
ALLOW. LATERAL BEARING PRESSURE (PSF):
200
FRICTION COEFFICIENT - Fc:
0. 35
BEARING PRESSURE REDUCTION (PSQ:
0
NET. ALLOW. BEARING PRESSURE (PSQ:
1500
PRELIM.'FOOTING - WIDTH (INCHES):
11.92
- DEPTH (INCHES):
6.00
DESIGN FOOTING - I WIDTH (INCHES:):
12.00
- DEPTH QNCHES):
6.00
TOTAL GRAVITY LOAD - Pv (KIP):
1. 49
INCREASE OF ALLOW. SOIL PRESSURE
0.0
ACTUAL SOIL PRESSURE 0 (PSF):
1490 < 1500
SLIDING RESISTANCE'- Ff (KIP):
0.31,>�0.22-
SLAB REINFORCEMENT:
-------------------
REINF @ TOP OF WALL (BAR #):
MAj. HORIZONTAL SPAN OF WALL (FEET):
DESIGN HORIZONTAL SPAN (FEET):
SLAB THICKNESS (INCHES):
SLAB WIDTH.REQUIRED (FEET):
DESIGN AREA OF SLAB REINF. (IN02/LF):
ALLOW. TENSILE STRESS OF REINF. (KSI):
LENGTH OFDOWELS (INCHES):
4
7.81
4
4
0.029
30
8.62
I
PROJECT : WENDELL REINERTSON ARCHIL DESIGNING
JOB NO. : 6325
DATE 7/1986
CALCIS BY : FLT
SUBJECT: CONCRETE RETAINING,- BEARING WALL
---------------------------------
WALL DESIGN:
------------
FLT ENGINEERING
5790 CLARKROAD
.PARADISE, CA
(916) 872-0254
SHEET I' OF //
ALL CALCULATIONS ARE IN UNITS/LN. FT_
GRADE SLOPE RATIO:
LEVEL
SOIL EQUIVALENT FLUID PRESSURE (PSF):
30
SURCHARGE (FEET): WHEEL LOAD
I
YIELD STRENGTH REINF. (KSI):
40
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI):
2000
GRAVITY LOAD - DEAD LOAD (KIX)
0.11
- LIVE LOAD (KIP)
0.88
OYERALL HEIGHT OF THE WALL - Hw (FEET):
G
----OVERALL---HE I-13HT -OF-,. THE
_7
THICKNESS OF WALL T (INCHES):
6
COEFFICIENT - a
1.46
TOTAL EARTH PRESSURE - Fhr (KIP):
0.74
REACTION @ TOP OF WALL - Rt (KIP):
.0.29
REACTION @ BOTTOM OF WALL - Rb (KIP):
0.45
HEIGHT OF 101 SHEAR - Ho (FEET):
3.37
MOMENT Mw (FT -KIP):
o.55
AREA REINF. (IN�2) Idl(IN:) SIZE
S PA (IN)
--------------------------------------------------
0.099 3.75 #4 @
24.1
MIN. VERTICAL REINF. 15 % (IN�2):
o.108
MIN. HORIZONTAL REINF. - .25 % (IN�2):
0.180
DESIGN REINF. - VERTICAL: #4
24
- HORIZONTAL: #4 @
13
COMBINED STRESSES @ WALL
0.28 < 1.0
CALCIS BY FLT
SHEET OF
FOOTING DESIGN:
---------------
DENSITY OF SOIL (PCF):
100
DENSITY OF CONCERTE (PCF):
150
ALLOW. SOIL BEARING PRESSURE (PSF)i
1500
ALLOW. ' LATERAL BEARING*PRESSURE (P,SF):
200
FRICTION COEFFICIENT - Fc:
0.35
BEARING PRESSURE REDUCTION (PSF);
o
NET—ALLOW. BEARING PRESSURE (PSF)i
1500
PRELIM� FOOTING WIDTH (INCHAn
13.52
DEPTH (INCHES):
&45
DESIGN FOOTING - WIDTH (INCHES)-.
14.00
- DEPTH (INCHES):
6.00
TOTAL GRAVITY LOAD - Pv (KIP):
1.76
INCREASE OF ALLOW. SOIL PRESSURE (:%):
- 0.0
ACTUAL SOIL PRESSURE 0 (PSF);
1509 < 1500
SLINK RESISTANCE �-Q k: I P) ---OV41-
0 C-45
QLMZ K=lNrUMU=nMNl:
REINF @ TOP OF WALL (BAR #): 4
MAX. HORIZONTAL SPAN'OF WALL (FEET): 5.77
DESIGN HORIZONTAL SPAN (FEET): 4
SLAB THICKNESS QNCHES): 4
SLAB WIDTH REQUIRED (FEET): 15.33
DESIGN AREA OF SLAB REINF. QN�2/LF): 0.029
ALLOW. TENSILE STRESS OF REINF. (KSI): 30
LENGTH OF DOWELS (INCHES): 15.77
'
PROJECT v WENDELL KEINERTSON - ARCH'L DESlSNlN�
JO8 ND. v 6325
IATE 7/1986
CALCIS BY ; FLT
SU3JECl; CONCRETE RETAINING - BEnRINS WALL
_________________________
�
�
WALL DESIGN:
____________
FLT EN6INEER10...
5790 CLARK ROAD
pARADISE� ' CA
(91E) 872-020i
ALL CALCULATIONS ARE I0 UNITS/LN.
F7.
GRADE SLOPE RATIO:
LEVEL
SOIL EQUIVALENT FLUID PRESSURE CPSF):.
30
SURCHARGE (FEET): WHEEL LOAD
1
YIELD STRENGTH REINF. (KSI):
40
ULTIMATE COMPRESSIVE STRENGTH OF
CONCRETE
(PSI):
200C.-
000GRAVITY
GRAVITYLOAD - DEAD LOAD (KIP)
0.11
- LIVE LOAD (KIP)
0.88
OVERALL HEIGHT OF THE WALL - H�!
(FEET):
`
8
- -QVERALL��HEI��T QF THE'_SOIL
9__'
THICKNESS OF OF WALL - T UNCHES):
6
COEFFICIENT - a :
1.46
TOTAL EARTH PRESSURE - Fhr (KIP):
1.22 '
REACTION @ TOP OF WALL - Rt (KIPh
0.46
REACTION @ BOTTOM OF WALL - Rb (KIP):
0.76 `
HEIGHT OF 10' SHEAR -Ho (FEET),
4.51
MOMENT - Mw (FT -KIP):
`
1.22
AREA REINF. (IN^2) 'di(IN)
SIZE &
SPA (IN)
________________-_____-______________
------------------------------------------
2 6
0.226 3,69
#5 @
16.5
MIN. VERTICAL REINF. - .15 % (IN^m
0.108
MIN. HORIZONTAL REINF. - .25 %
UN -2):
0.180
DESIGN REINF. - VERTl
#
- HORIZONTAL
#4 @
13
COMBINED STRESSES @ WALL
|
0.62 < 1.0
'
CALC'S BY : FLT
` OF SHEET -�
' '
FOOTING DESIGN:
__-____________
���
`
DENSITY OF SOIL (PCF):
100
DENSITY OF CONCERTE (PCF):
150
ALLOW. SOIL' BEARING PRESSURE (PSF):
1500
ALLOW. LATERAL BEARING PRESSURE (PSF):
200
FRICTION COEFFICIENT - Fc:
o.uo
BEARING PRESSURE REDUCTION (PSF):
� 0
NET. ALLOW. BEARING PRESSURE (PSF):
1500
PRELIM' FOOTING - WIDTH (INCHES):
15.12
'
- DEPTH (INCHES):'
17.66 '
DESIGN FOOTING - WIDTH
18 00
DEPTH (INCHES)
12oo
TOTAL GRAVITY LOAD - Pv (KIF): '
2.27
INCREASE OF ALLOW. SOIL PRESSURE (%):
0.0 _
' ACTUAL SOIL PRESSURE - Q (PSF):
' 1510 < 1500
'
� ----SLIDINGRESISTANCE-- Fr (KIP):
0.68 <� 0.76
u�-
SLAB REINFORCEMENT:
REINFORCEMENT:
______-____________ .
`
REINF @TOP OF WALL (BAR #): 4
MAX. HORIZONTAL SPAN OF WALL (FEET): 4.53
DESIGN HORIZONTAL SPAN (FEET): 4
SLAB THICKNESS (INCHES): ` . 4
SLAB WIDTH REQUIRED 04
DESIGN AREA OF SLAB REINF (IN^2/LF) U. V21
ALLOW. TENSILE STRESS OF REINF (KSl) �
LENGTH OF DOWELS (INCHES) -25 14
^
PROJECT : WENDELL REINERTSON - ARCHIL DESIGNING
JOB NO. : 6325 '
DATE : 7/1986
'
CALC'S BY : FLT '
`
SUBJECT: CONCRETE RETAINING - BEARING WALL
_________________________________
'
WALL DESIGN: `
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(916) 872-0254
-'
ALL CALCULATIONS ARE IN UNITS/LN. FT.
. .
GRADE SLOPE RATIO: , .
LEVEL
SOIL EQUIVALENT FLUID PRESSURE (PSF):
30
SURCHARGE (FEET): WHEEL LOAD
1
YIELD STRENGTH REINF' (KSI):
40
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI):
2000
GRAVITY LOAD - DEAD LOAD (KIP)
0.11
- LIVE LOAD (KIP)
0.88
OVERAL07UEIGHT 0& THE 1WALL-rHw (FEf�T):
OVERALL HEIGHT OF THE SOIL - Hr (FEET):
9
THICKNESS Or WALL -,T (INCHES): .
8
COEFFICIENT - a
1.46
TOTAL EARTH PRESSURE - Fhr (KIP):
1.22 `
REACTION @ TOP OF WALL - Rt (KIP):
0.46 ' ^
REACTION @ BOTTOM OF WALL - Rb (KIP):
0.76
HEIGHT OF '0' SHEAR - Ho (FEET):
4.51
MOMENT- Mw (FT -KIP):
1.22 '.
AREA REINF. (IN^2) 'dl(IN) SIZE &
�
SPA (IN)
`
-_________-_____________________________________
0'146 5.69 #5 @
`
25,4
.
MIN. VERTICAL REINF. - .15 % CIN^2)v
0.144
MIN. HORIZONTAL REINF. - .25 % (IN^2):
0.240
DESIGN REINF. - VERT
,
.
- HORIZONTAL:
COMBINED STRESSES @ WALL
�
0.27 < 1.0
- '
_ OALC.3 By FLT SHEET
^
'
FCD7IHG DESIGN:
_—_____________
DEHETTY OF SOIL /PCF)::
DEN21TY C7 CONCERTE (PCF): 150
ALLDW. SDIL BEARING PRESSURE (FEF): 1500
ALLOW. LATERAL BEARING PRESSURE (PSF): 200 °
FRICTION COEFFICIENT — Fc: ' 0.35
BEARING PRESSURE REDUCTION (PSM 0 '
NET. ALLOW. BEARING PRESSURE (PSF): 1500
PRELIM. FG07INS — WIDTH (INCHES): 16.72
. —DEPTH CINCHES): 13.07
DESIGNFOJTING - WIDTH (
— DEPTH (INCHES) 12 0(:,j
�
TDTAL GRAVITY LOAD — Pv (KIP): 2.49
INCREASE OF.ALLOW. SOIL PRESSURE <%): 0.0
ACTUAL SOIL PRESSURE — Q (PSF): 1494 1500
'
SLIDING RESISTANCE — Fr (KIP): ' 0176 ` 0.76
SLAB REINFORCEMENT:
___________________
`
` REINF @ TOP OF WALL (BAR #): 4 ,
MAX. HORIZONTAL SPAN OF WALL (FEET): 5.78
DESIGN HORIZONTAL SPAN (FEET)a 4
CLAB THICKNESS (INCHES)g,
SLAG WIDTH REQUIRED (
DESIGN AREA OF SLAB R
ALLOW. TENSILE STRESS OF REINF AS14 30
LENGTH OF DOWELS (INCHESk
|
'
FLT ENGINEERING
PROJECT : WENDELL REINERTSON - ARCHIL DESIGNING 5790 CLARK ROAD
JOB NO. : 6325 PARADISE, CA
DATE : 7/1986 (916) 872-0254
CALCIS,BY : FLT SHEET AP OF
SUBJECT: CONCRETE RETAINING - BEARING WALL
_________________________________
WALL DESIGN:
-------------
ALL CALCULATIONS ARE IN UNITS/LN. FT.
GRADE SLOPE RATIO:
LEVEL
SOIL EQUIVALENT FLUID PRESSURE (PSF):
30
SURCHARGE (FEET): WHEEL LOAD
1
YIELD STRENGTH REINF. (KSI):
40
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI):
2000
GRAVITY LOAD - DEAD LOAD (KIP)
0.11
-'LIVE LOAD (KIP)
0.88
' OVERALL -HEIGHT OF THE WALL -Hw (FEET):
' ��
�0_
-- -'
OVERALL- HIGH W'THE SOIL---: '�4r -7���TT:--
-----'----Ii
` - -— - -`---'--- -
THICKNESS OF WALL L T (INCHES):
8
COEFFICIENT - a :� `
.
1.46
TOTAL EARTH PRESSURE - Fhr (KIP):
1.82
' REACTION @ TOP OF WALL - Rt (KIP):
0'67 ,
REACTION @ BOTTOM OF WALL - Rb (KIP):
`
1.15
HEIGHT OF 10' SHEAR - Ho (FEET):
5.66
MOMENT - Mw (FT -KIP):
2.29
�
AREA REINF. (IN^2) 'dl(IN) SIZE
SPA (IN)
0.275 5.69 #5 @
13.5
MIN. VERTICAL REINF; - .15 % (IN^2):
0.144
MIN. HORIZONTAL REINF. - .25 % (zN^20
0.240
DESIGN REINF. - VERTICAL #5 @
13
- HORIZONTAL: #5 @
16
,
COMBINED STRESSES 2 WALL
|
'
0.49 < 1.0
CALCIS BY : FLT
SHEET 41 OF 141
FOOTING DESIGNi
DENSITY OF SOIL (FCF):
100
DENSITY OF CONCERTE (PCF):
150
ALLOW. SOIL BEARING PRESSURE (PSF):
1500
ALLOW. LATERAL BEARING PRESSURE CPSF)i
200
FRICTION 60EFFICIENT - Fc:
0.35
.BEARING PRESSURE REDUCTION (PSF):
0
NET, ALLOW. BEARING PRESSURE (PSF):
1500.
PRELIM. FOOTING - WIDTH (INCHES):
18.72
- DEPTH (INCHES):
23.96
DESIGN FOOTING - WIDTH (INCHES:):
24.00
- DEPTH (INCHES):
18. 00
TOTAL GRAVITY LOAD - Pv (KIP),
3.17
INCREASE OF ALLOW. SOIL PRESSURE 0):
1 o
ACTUAL SOIL PRESSURE - 0 (PSF):
1587 < 1650
SLIDING RESISTANCE Fw-TKIP):
_-I. 25 > 1 15
SLAB REINFORCEMENT:
REINF @ TOP OF WALL (BAR #): 5
MAX. HORIZONTAL SPAN OF WALL (FEET): 5 . BE3
DESIGN HORIZONTAL SPAN (FEET): 4
SLAB THICKNESS.(INCHES): 4
SLAB WIDTH REQUIRED (FEET): 38.03
DESIGN AREA OF SLAB REINF. (IN"2/LF): 0.029
ALLOW. TENSILE STRESS OF REINF. (KSI): 30
LENGTH OF DOWELS (INCHES): 36.72
C
CS 6
MInOAA
A
5/8§
RESIDENTIAL PLAN CHECKING GUIDE
MISCELLANEOUS-ITEMS.-TO.LOOK OUTFOR (CONT'D)'
�k.��Exterior plaster - weep'.screeds (Sec. 4706).-
�,Properroof (Chapter 32).
pitch for roof covering
oof covering type - (fire hazard).
a f ter ties or bearing ridge beam..
arage door or porch header sizes.
N
qz Adequate bracing.
'aration
lete 1�hour se required on garage
Living area over garage comp. p
side
including supporting walls and posts, etc..
A
Two exits on three-story dwellings (Sec. 3303 & see'Mezannines 1716).
ttic access and ventilation (Sec. 3205).
4-3. jnderfloor access and ventilation,(Sec. 2516).
14Y."Combustion air for fuel burning -appliances.
1��.Noise requirements on duplexes.
Adobe* soils - special foundation design.
M��Retaining walls requiring design.
lt-."lUnusual shape, size, or split level house,:requiring lateral design.
i;j;" FlashIA" aljex�j� openings.
C
CS 6
MInOAA
A
5/89
RESIDENTIAL PLAN CHECKING GUIDE
(S.F., DUPLEX & MISC. ONLY)
. Bldg. Permit # /941 - Y�
OWNER L) L L—"aN A.P. # ra 6 -*T - 1-7 --
GENERAL
A<� Zoning requirements: (sideyards and number of permitted living units).
X Valuation.
Z0,Pl4ns signed by designer.
Energy Design and Compliance.
Existing violations on property.
Items on data sheet.
U0111
PLOT PLAN
Com lete parcel size and dimensions.
Setpacks, sideyards, easements, etc.
Other buildings or structures.
Grading, fills, drainage.
e3o'.I, Flood hazard.
Special conditions ori creation map or compliance document.
FAU & FAS road setback.
FLOOR PLAN
Complete to scale plan with dimensions.
:i;."' -Required windows for light and ventilation (Sec. 1205).
&��Sequired windows for second exit (Sec. 1204).
kylights (Chapter 34 & Sec. 5207).
,1'.- Human impact glass (Sec. 5406).
��_ Required room sizes, ceiling heights (Sec. 1207).
�-GFCIs in baths, garage, and exterior outlets (Article 210-8).
Light fixtures, switches, receptacles, and exterior receptacles for maintenance
of mechanical equipment.
e9 -.""Locations of water heater, heating and cooling equipment, other electrical or
gas equipment, and plumbing fixtures. A
a< Garage firewall, door size, and closer (�ec. 503(d)(3)).
1 3'0" exterior exit door (Sec. 3304(e)).
ireplace and wood stove location, alcoves, and clearance.
Smoke detectors (Sec. 1210).
STRUCTURAL DETAILS
S
Foundation plan complete enough to construct building.
loor construction details complete enough to construct building.
Elevations and wall construction details complete enough to construct building.
Roof construction details complete enough to construct building.
5 Fireplace construction details and calcs if necessary.
MISCELLANEOUS ITEMS TO LOOK OUT FOR
,��.tairway details: landinas, rise and run, head clearance, handrails (Sec. 3306).
0
uardrail details (Sec. 1711 & 3306(j)).
!;�:Btrick or stone veneer (Chapter 30).
Mandatory Measures Checklist: Residential MF-lR
NOTE: Lowrise residential buildings subject to the Standards must contain these measiares regardless of the comoiance-
approach used. Items marked with an asterisk (*) may be superseded by mom stringent compliance requirements listed
on the Certificate of Compliance. When this checklist is incorporated into the permit documents. the features noted shall
be considered by all parties as binding minimum component perfomu= spo6fications for the mandatory measures
whether they are shown elsewhere in the documents or on this checklist only.
DESCRIPTION
Building Envelope Measures
§2-5352(a): Minimum ceiling insulation R-19 weighted average.
62-5352(b): Loose fill insulation manufacturer's labeled R-Valuc,'
*§2-5352(c): Minimum wall insulation in frarned,wails R-1 I weighted avenge (does not apply to
exterior mass walls).
j2-5352ft. Slab edge insulation - water absorption rate no greater than 0.3%. water vapor
transmission rate no greater thari 2.0 permfuich.
62-5311: lnsula6on specified or installed meets California Energy Commission (CEC) quality
standards, Indicate type and form.
§2-5352(f): Vapor barriers mandatory in Climate Zones 14 and 16 only.
§2-5317: Infiltrabon/Eitfiltration Controls
a. Doors and windows between conditioned and unconditioned spaces designed to Emit air
leak.age.
b. Doors and windows certified.
c. Doors and windows weathirstripped; all joints and knctraLions caulkeil'and seakil.
§2-5352(c): Special infiltration barrier installed to comply with 02-5351 meets CEC quality
standards.
§2-5352(d): Installation of FutpLaces
1. Masonry and factory -built fireplaces have:
a. Tight fitting, closeable metal or glass door
b. Outside air intake with damper and control
c. Flue damper and c ' ontrcil
2. No continuous burning gas pilots allowed.
HVAC and Plumbing System Measures
52-5352(g) and 2-5303: Space conditioning equipment sizing: attach calculations.
§2-5352(h) and 2-5315: Setback Owrimostat on all applicable heating systems.
§2-5316(a): Ducts constructed. installed and insuLatcd per Chapter 10, 1976 UMC.
§2-5316ft Exhaust systems have damper controls.
§2-5314(c): Gas-fired space heating equipment has intermittent ignition devices.
§2-5314: HVAC equipment. water heaters. showerheads and faucetscertified by the CEC.-
§2-5352(i): Water heater insulation blanket (R- 12 or greater) or combined interior/exterior
insulation (R- 16 or greater): first 5 feet of pipes closest to unk insulated (R-3 or greater).
§2-5312(Exccp6on 1): Pipe insulation on steam and steam condensate return & recirculating
piping.
§2-53 1 8(d): Swimming Pool Heating
1. System has:
a. Onloff switch on heater.
b. Weatherproof insErUCLion plate on heater;
- c. Plumbed to allow for solar..
2. 75 percent thermal efficiency.
3. Pool cover.
4. Time clock.
5. Directional water inlet.
Lighting and Appliance Measures
§2-5352(i): Lighting - 25 lumens/wait or greater for general lighting in kitchens and bathrooms.
§2-5314(c): Gas fired appliances equipped with intermittent ignition devices.
§2-53146): Refrigerators. rrfriger3tor-freezers. freezers and fluorescentlampballasticertified
by the CEC. Indicate make and model number. I ,
COMIPLIANCESTATENUU4T
DESIGNER I ENFORCEMENT
Ibis certificate of pUance li[sts the Wding features VA performance specificafions needed to comply with
Title 24. Chapter 2-53 and Title 20. Chapter 2. Subchapter 4. Article I of the California Administrative code. 71�s
certifiem has been signed by the blidividual with overall. design responsibility and the building owner. who shaU
retain a cDpy of it and UwMit the certificate to any subsequent purchaser of the building.
Designer
Name:
Tidc/Fum
Addmss:
J Telephonc
Lic. 0:
(date)
Documentation Author
Name:
Addmss:
Buildiing OwnAr� it,
Name: "^A
TiLk/Fum
AM-=
—cil S a�
Tetephone: 17? —7 97 Z-
0 1
(sign& (datc)
Enforcement Agency
Name:
Agcrwy:
Tcleo-nc. _
1. Ceiling Insulation
2. Wall Insulation
Single-
Number of stories
0.80
R -value
One
Two
Three
R-0
-103
-49
-32
R-1 9
-8
-4
-2
R-30
-2
-1
-1
R-38
0
0
0
U -value
8
6
4
0.50
-176
-84
-54
0.30
-102
-49
-32
0.10
-26
-13
--8
0.08
-18
-9
-6
0.06
-11
-5
-4
0.04
-4
-2
-1
0.02
4
2
1
0.00
11
5
3
2. Wall Insulation
3. Raised Floor Insulation
Single-
Single -
0.80
R -value
Family
Family
Multi -
R -value
Detached
Attached
Family
R-0
-68
-51
-34
R-1 1
0
0
0
R-13
2
2
1
8-19
8
6
4
U -value
-37
R -value
0.60
0.80
-153
-114
-76
0.50
-91
-68
-46
0.30
-47
-36
-24
0.10
0
0
0
0.08
4
3
2
0.06
9
7
5
0.04
14
11
7
0.02
19
14
10
0.00
24
18
12
4
2
1
0.00
3. Raised Floor Insulation
F2 factor
0.90
Insulation in Floor
Number of stories
0.80
R -value
Number of stories
Two
R -value
One
Two
Three
R-0
-17
-8
-5
R-1 1
-3
-2
-1
R-19
0
0
0
R-30
3
1
1
U -value
kumber-ofS-tories
-37
R -value
0.60
-1144
-70
-46
0.50
-120
-58
-38
0.40
-95
-46
-30
0.30
-69
-34
-22
0.20
-43
-21
-14
0.10
-17.
-8
-5
0.08
-11
-6
-4
0.06
-6
-3
-2
0.04
-1
0
0
0.02
4
2
1
0.00
10
5
3
Controlled Ventilation Crawlspace
F2 factor
0.90
.
Number of stories
0.80
R -value
One
Two
Three
R-0
-11
-7
-5
R-5
4
-4
3
R-1 1
-2
.2
.2
R-1 9
-1
-2
.2
4. Slab Edge Insulation -
-10
4
--
kumber-ofS-tories
-37
R -value
One
Two
Three
R-0
0
0
0
R-5
8
5
2
R-7
8
6
3
F2 factor
0.90
-4
-3 -1
0.80
-1
-1 0
0.70
2
2 1
0.60
6
4 2
0.50
9
6 3
0.40
12
8 4
5. Infiltration (Air Leakage)
Specification Points
SUndard 0
6. Glass Heat Loss
Total
Single-
Slab Floor
Raised Floor
Effective Pei ces I. Clan
L�value
Stories
Percent
(Perctat glass X SC)
StDfift
.51 to
.41 to
.31 to 0.30 or
Glass
Single
Double
.60
.50
.40
less
50
-121
-53
-39
-24
-10
4
40
-90
-37
-26
-14
-3
8
35
-75
-29
-19
-9
1
10
- 30
-61
-21
-13
-4
4
12
29
-58
-20
-12
-3
5
12
28
-55
-18
-10
-2
5
13
27
-52
-17
-9
-2
6
13
26
-49
-15
-8
-1
7
14
25
-46
-14
-7
0
7
14
24
-43
-12
-5
1
8
14
23
-40
-11
-4
2
8
15
22
-37
-9
-3
3
9
15
21
-34
-7
-2
4
10
15
20
-31
-6
0
5
10
16
19
-29
-4
1
6
11
16
�18
-26
-3
2
7
12
16
17
-23
-1
3
8
12
17
16
-20
0
4
9
13
17
15
-17
1
6,
10
14
17
14
-14
3
7
10
14
18
13
-12
4
8
11
15
18
12
-9
6
9
12
15
19
11
-6
7
10
13
16
19
10
-3
9
11
14
17
19
9
-1
10
13
15
17
20
8
2
12
14
16
18
20
7..Shading (Shade Open)
Single-
Slab Floor
Raised Floor
Effective Pei ces I. Clan
Effevillve Per"nit Clan
Stories
Multi
(Perctat glass X SC)
StDfift
(percent Sian x SC)
/CFA
Effective
Two
Three
One
%Glau
%Glass
North
East South West
Skylight
18
5
1 4
1
na
16
4
2 5
1
na
14
4
2 5
1
na
12
3
3 5
2
na
11
3
3 5
2
na
10
2
3 5
2
1
9
2
3 5
2
2
8
2
3 5
2
.- 2
7
1
3 4
2
2
6
1
3 4
�2
3
5
1
2 4
2
3
4
0
2 3
1
3
3
0
1 2
1
3
2
0
0 1
0
3
1
.1
-1 .1
.1
2
0
-1
-2 -4'
-2
0
na = not allowed
-1
-2
-1
Shading (Shade Closed)
Single-
Slab Floor
Raised Floor
Effective Pei ces I. Clan
Family
Stories
Multi
(Perctat glass X SC)
StDfift
Effective
/CFA
One
Two
Three
One
%Glau
'Norlh
East
SoA
Wul
SiAhl
18
-14
48
-69
-64
na
16
.12
-42
-59
-55
na
.14
-10
-35
-50
-46
na.
12
-8
-29
40
-37
na
11
-7
-26
-36
-33
na
10
-6
-23
-31
-29
-74
9
-5
-20
-27
-25
-65
8
-5
-17
-23
-21
-56
7
-4
-14
-19
-18
47
6
-3
-11
-15
-14
-38
5
-2
-9
-11
-10
-30
4
-1
-6
-8
-7
-23
3
0
-4
-5
-4
-16
2
1
-1
-2
-1
-9
I
I
I
1 1
1
-4
0
2
3
4
3
0
- --A K--4
8
10
11
11
9. Interior Thermal Mass
Interior
Single-
Slab Floor
Raised Floor
Mass
Family
Stories
Multi
Mass
StDfift
AtWW
/CFA
One
Two
Three
One
Two
Three
0.0
-8
-5
-4
-2
-1
-1
0.1
-8
-5
-3
-1
0
0
0.3
-7
-4
-2
1.20
1
1
0.5
-6
-3
-1
10
1
1
2
0.7
-5
-2
-1
1
2
2
0.9
-5
-1
0
2
3
3
1.1
-4
-1
1
3
4
4
1.3
-3
0
2
3
4
5
1.5
-3
1
2
4
5
5
2.0
-1
2
4
5
6
7
2.5
0
3
5
7
7
8
3.0
1
4
6
8
8
9
3.5
2
5
7
9
9
10
4.0
3
6
8
9
10
10
4.5
3
7
8
10
11
11
5.0
4
7
9
11
12
12
5.5
5
8
9
11
12
12
6.0
5
8
10
-12
13
13
6.5
6
9
10
12
13
13
7.0
6
9
11
13
13
14
7.5
6
10
11
13
14
14
8.0
7
10
11
13
14
14
8.5
7
10
12
13
14
15
10. Exterior Wall Thermal Mass
Exterior
Single-
Single -
Wall
Family
Family
Multi
Mass
Detactied
AtWW
Family
0.00
0
0
0
0.20
3
2
1
0.40
5
4
3
0.60
8
6
4
0.80
10
8
5
1.00
13
10
7
1.20
13
12
8
1.40
12
13
9
1.60
10
13
11
1.80
10
12
12
2.00
10
11
13
11. Heating System
SE or KSPF
(&wmes ducts In attic)
Sum of 11-6
-25 or -24 to
-14 to -4 to
+6 to 16 or
SE HSPF less -15
-5 +5
+15 more
0.72 6.60
0 0
0 0
0 0
0.75 6.88
3 3
3 2
2 1
0.80 7.33
8 7
- 6 5
4 3
0.85 7.79
13 11
10 8
7 5
0.90 8.25
17 15
13 11
9 7
0.95 8.71
20 18
15 13
11 8
ElTective SE or HSPF
(SE or HSPF x duct efficiency)
Effective -25 or -24 to -14 b -410 +6 to 116 or
SE HSPF
less -15
-5 +5
+15 more
0.30 2.75
-73 -64
-56 -47
-38 -30
na 3.41
-45 -39
-34 -29
-24 -18
0.40 3.67
-34 -30
-26 -22
-18 -14
0.50 4.58
-10 -9
-8 -7
-5 -4
0.56 5.13
0 - 0
0 0
0 0
0.60 5.50
5 5
4 3
3 2
0.70 6.42
17 15
13 11
9 7
0.80 7.33 25 22 19 16 13 10
0.90 8.25 32 28 24 20 17 13
1.00 9.17 37 32 28 24 19 15
Zonal Control Adjustment
System Type
Resistance 10 9 6 4 3
Other 6 5 4 3 2 2
it-!rn
Unit Size (sQ
SCORE CARD
x duct efficiency)
SEER
Stim of 7-10
2700
to
ne3 ducts
In aide)
16 or
-5 +5
Sum of 7-10
more
-21 -17
-13
o -14 to
-4 b
+6 to
16 or
-5
+5
+15
more
-10*
-8
-6
-4
-6
-5
-4 ,
-3
-4
-3
-2
-2
-3
-2
-2
-1
0
01
0
0
3
2
2
1
5
*
4
3
2
7
6
4
3
11
9
7
5
14
12
9
6
ffective SEER
Unit Size (sQ
SCORE CARD
x duct efficiency)
1700
Stim of 7-10
2700
to
4 -1410 -4 to
+6 to
16 or
-5 +5
+15
more
-21 -17
-13
-9
-9 -7
-6
-4
-4 -3
-2
-2
0 0
0
0
6 5
4
3
12 9
7
5
.16 13
10
7
19 15
12
8
22 18
14
9
24 20
15
10
lontrol Adjustment
7 6 4 3
ling System Installed
-A -3 -2 -2
2 2 2 1
y Detached and Attached
Unit Size (sQ
SCORE CARD
9 12M
1700
2200
2700
to
, to
to
or
S 1699
2199
2699
more
0
0
0
0
8
6
5
4
5
4
3
3
3
3
2
2
5
4
.3-
3
-24
-18
-15
-12
-1
-1
0
0
.12
-9
-7
-6
-16
-12
-10'
-8
-12
-9
-7
-6
-3
-2
.2
-2
5
4
3
2
2.
_ 1
1
1
-19
-14
-11
-9
5
4
3
3
-6
-5
-4
-3
-nily (individual
units)
Unit Size (sQ
1 700
1200
1700
2200
to
to
to
or
1199
1699
2199
mom
0
0
0
0
7
5
4
3
5
3'
2
2
4
3
2
2
5
3
2
2
i -23
-15
11
-9
1
1
0
0
-12
-8
-6
*-5
5 -13
.8
-6
-5
3 --:1
-2-8
-6
-5
-4
-3
.2
-2
3
2
1
1
-0
- 0
0
0
1 -15
-10
-8
.6
9
6
4
4
-4
.3
-2
-2
Interior MassICFA
TYPE 2 PASS
.7d t1l KC -4.21
TYPE I KASS (U IMC & 4.2, ie: exposed slab)
0916 5% 1 V. 15% 20Y. 2S% 30% 35% 40% 45% 50% 55% WY. 6N 70% 75% 80% 85% 90% 95% 100% 105% 110% 115% 120% 125'
01/6 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 2.1 Z3 2.S 2.7 2.9 3.2 3.4 3.6 3.$ 4 4.2 4.4 4.6 '.4.8 5 53
10*/* 0.2 0.4 0.6 0.0 1 1.2 1.4 1.6 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6- 4.8 .-5 5.2 5.4
20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.0 2 2.2 Z4 V 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.8 5 5.2 5.4 56
3D% 03 0.7 0.9 1.1 1.4 1.6 1.8 2 2.2 2.4 2.6 2.8 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 '5.6 58
40% 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 24 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9*
WY. .0.9 1.1 1.3 1.5 1.7 1.9 V V Z5 2.7 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 .5.3 5.5 5.7 5.9 6.1
55% 0.9 1J 1.4 1.6 1.8 2 2.2 Z4 2.6 2.8 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8- 6 62
60% 1 1.2 1.4 1.7 1.9 V 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 5.2 .5.4 * 5.6 5.9 6.1 6.3
65% 1.1 U 1.5 1.1 1.9 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 55 5.7 5.9 6.1 6,4
70% 1.2 1.4 1.6 1.8 2 2.2 2.5 27 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 52 5.4 56- 58 6 62 64
75% 1.3 1.5 1.7 1.9 V 2.3 2.5 2.7 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 CO 5.1 5.3 5.S 5.7 5.9 6.1 6.3 6.5
80% 1.4 1.6 1.8 2 2.2 2.4 2.6 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 56 5.8 6 62 64 66
85% 1.4 1.7 1.9 2 1 2.3 2.5 2 7 2 ' 9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4:8 5 52 54 5.6 59 6.1 63 6 5 67
gay. 1 .5 1 .7 2 2 2 Z4 Z6 2 8 3 3. 2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 53 55 5.7 5.9 6.2 6.4 66 68
95% 1 - 6 1.8 2 2 2 2.5 2.7 2.9 3.1 33 3.5 3.7 3.2 4.1 4.3 4.6 4.6 5 5.2 5.4 5.6 5.8 6 6.2 6.4 6.7 69
100% 1.7 1.9 ZI 2.3 2.5 2.8 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 U 6.3 6.5 6.7 -7
105% 1.8 2 2.2 2.4 2.6 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 56 5.8 6 6.2 6.4 66 68 7
110% 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.7 5.9 6A 6.3 6.5 6.7 69 7.1
115% 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 .6.6 6.8 7 72
120% 2 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 6.5 6.7 6.9 7.1 73
125.% 2.1 2.3 2.5 2.8 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 7.4
Poirit System Summary: Climate Zone 11
SCORE CARD
SC
Eff. % Glass
a.
North
6.0 X
Measures
39co
Point Scores
1.
Ceiling Insulation
P- -.,se or
2)
-c.
South
7.9 X
R -value 1381
U -value 10.030]
-d.
2.
Wall Insulation
or
Effective SE or
e.
Skylight
X
R -value [11 J'
U -value [0.0981
= 2
3.
Raised Floor Insulation
P,- 15 or
SEER [9.51
Duct Efficiency [0.74)
Effective SEER 17
56-
R -value [ 191
U -value 10.037]
Type [SGI
4.
Slab Edge Insulation
0 or
-
R -value [0]
F2 factor [0.77)
5.
Infiltration
Standard
0
6.
Glass Heat Loss
DoL
Type [double]
U -value. [0.651
% Total Glass 161 Sum 1-6
7.
Shading (Shade Open)
% Glass SC Eff. % Glass
a. North 4.0 X -4.(,2-
b. East 0 X 0
c. South 1.7 x 6 -OA
d. West 7-9 X
e. Skylight X
8. Shading (Shade Closed)
9. Interior Thermal Mass
10. Exterior Wall Mass
11. Heating System
. Zonal Control? (Y/N)
12. Cooling System
Zonal Control? ( Y / N
13. Water Heating
0
% Glass
SC
Eff. % Glass
a.
North
6.0 X
39co
b.
East
0 X
=
2)
-c.
South
7.9 X
.46
'�,-7�
-d.
West
X
16
Effective SE or
e.
Skylight
X
G
X Jee
9. Interior Thermal Mass
10. Exterior Wall Mass
11. Heating System
. Zonal Control? (Y/N)
12. Cooling System
Zonal Control? ( Y / N
13. Water Heating
0
TYPE 1 MASS AR8A 0 %
U;teriorWiss/CFA
--7
COND. FLOOR
ARET
TYPE 2 MAS2
A A
2L 0
EX-terior WaU Mass
a
EUN-D-. - YLO R
= %
T
'REA
.-22,-
X
SEorHSPF
Duct Efficiency [0.78]
Effective SE or
.[0.72/6.61
HSPF 10.5615.151
G
X Jee
= 2
-C�
.6
SEER [9.51
Duct Efficiency [0.74)
Effective SEER 17
56-
0
Type [SGI
Credit [none]
t2.
0
Point Total.- 0
--7
Sum 7-10
t2.
0
Point Total.- 0
Certificate of Compliance: Residential Climate Zone
MULLAN-iX
Project Title
630(0 .3.
Project Address '7
MAQ CA, Che&ed By/ Date
Documentation Author J Telephone Enforoement Agen Use Only
cy
BUILDING DATA GLUS Area %Glm
North —7(0
C igane Fl Area )f East 0
ond* * oor -Number c Vtories —
SlajZj�Floor Number o Units South 99
,K Sinoe Family Detached (SFD) Addition Alone West 2-:5
Single Family Attached (SFA) Existing Building Skyfight 0
Multi -Family (MF) Existing -Plus -Addition Total
BUELDING SHELL INSULATION
Component Insulation Location/Comments
Type R -Value (attic. to garap, typical, etc.)
wau .............. 6)(r, WALLS
WaU ..............
Roof ............. (f -C —IQ M
Roof ............. -J
Floor ............. K -J'4 rt -yo&
Floor .............
Slab Edge .....
GLAZING Shading Devices
Glazing Area Glass Type Interior Exterior Overhang Framing Type
North (o bL AhA AJ A
North
East 0
East -
SouLh WrEl
Sou Lh
West
West
Skylight ....... 0
THERMAL MASS
Type/Covering Area TWckness
(Slab/ex22sed, tile, etc.) (sf) (inches) Locadon/Mscription (kitchen. bath, etc.)
HVAC SYSTEMS Minimum Duct
Type (furnace, air Efficiency Location Duct output Manufacturer / Model #
conditioner, heat pump) (SE, SEER.HSPF) (attic, etc.) R -Value (Btuh) _(or approved equal)
R!LAr Pvo-.P -i -t- 5,7 11 A
Ar Q -t — 8.3 6-1 S P -:-s
Maximum Furnace Heating Output:
T.Tnrr W A rr1WV CVC1rV1kA Q
SPECIAL FEA
Btuh
Tank Manufacturer/Model #
'X-
, RKS (Add extra sheets if necessary)
cial
ReLivn to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT
FOR RESIDENTIAL DEVELOPMENT
e�c'tion 26-8.4' of the Butte County qode
requires this acknowledgement be " recoided
prior to issuance of a building permit..
The property described herein i's adjacent
E39-025103
Rec Fee 7.00
to land or included within an area zoned
Check 7.00
for agricultural purposes,' and residents
Recorded
of this property may be subject to incon-
Official Records.
I
veniences or discomfort arising from the
., County of
use of agricultural chemicals, including-,
Butte.
but not limited. to herbicides, pesticides,
Candace J. Grubbs
PAM SHOWN
and fertilizers; and' from the pursuit
Recorder
o . f agricultural 'operations including,
12:52pm- 5 -Jul -89
11 2
but not limited to cultivation, plowing,
spraying, pruning, and harvesting which
occasionally generate dust, smoke, noise, and
odor. Butte County
has established agricul-
tural zones which have as a priority use for productive agricultural purposes, and residents
within said zones and on adjacent pfoperty should be prepared to accept such inconvenience
or. disconform from normal, necessary farm operationsi
All that real property situate in the County
of Butte, State of
California, described -as
follows:
19 -1 -7 -Rd Al
/ I AEP
Date: PROPERTY OWNERS:
State of On * this the AZ")A, day of 19 93;� before me,
SS. the undersigned Notary Public, ofersonally appeared
County of
E] Personally known to me'. Proved to me on the basis
MARION L. DECKER : - of satisfactory evidence.
NOTARY PUBLIC -CALIFORNIA "
Butte County a to be the pers6n(s) whose name(s) 1.6
My CornmIssion Expires
March 12,1993 subscribed to the within instrument and acknowledged that
executed the same for the purposes therein contained. IN WITNESS
WHEREOF, I hereunto set my hand and official seal.
Present A.P. No. Notary Public
-DESCRIPTION
ALL THAT CERTAIN REAL PROPERTY SITUATE IN. THE STATE OF
CALIFORNIAl COUNTY OF BUTTE, DESCRIBED AS FOLLOWS:
LOT 228, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES
UNIT NO. 30, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER
OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 17, 19701 IN
BOOK 35 OF MAPS, AT PAGE(S) 78, 79, 80, 81 AND 82.
EXCEPTING THEREFROM ALL - OF THE VALUABLE MINERALS BENEATH THE
SURFACE OF THE SAID LANDS, WITH 'THE RIGHT TO MINE AND EXTRACT
SAID MINERALS, IT BEING AGREED AND UNDERSTOOD THAT IN ALL MINING
OPERATIONS, THE SURFACE OF SAID LANDS WILL BE PROTECTED AGAINST
DAMAGE AND THAT ALL SUCH MINING SHALL BE CARRIED ON FROM TUNNELS,
SHAFTS OR DRIFTS HAVING. THEIR ORIFICES OUTSIDE OF THE SURFACE
AREA OF THE ABOVE DESCRIBED REALTY, ALL AS EXCEPTED'AND RESERVED
IN THE DEED FROM MAGALIA MINING COMPANY, A CORPORATION, TO E. D.
STORTS, ET UX, RECORDED SEPTEMBER 4, 1947, IN BOOK 423, PAGE 185,
OFFICIAL RECORDS.
DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGE&T 2 5-10.3.
Ret nr
FOR RESIDENTIAL DEVELOPMENT.
Section 26-8A "of the Butte �.Colunty Code
requires - this, acknowledgement be recorded
prior-to'issuance of a building p6rmit'..'
The property 'descri I b6d herein, is . adj a cent E39-025103. Rec� - ' Fee .7.00
7.00
I Check
to land - or, included within An area zoned
for -,agricultu'ral purposes " and Iresidents ..Recorded
of this' prop6rf� may, be subject�.,,,tol� in1con- Official Records, 1
veniences or discomfort arising., from," the County of
use of agricultural chemicals, _including,'. Butte
but not limited to herbicides, pesticides, Candace J. Grubbs PAM SHOWN
and fertilizers; and , f rom the' pursuit Recorder
of agricultural operations�,, i . nclud t ing JJ - '2
but not limited to cultivation,! plowing:
.spraying, pruning, and harvesting� which
.1 'Butte County h6s established agricul-
occasionally 'generate- dust, smoke', noise, and odor.
tural zones which,have I as a priority use for productive agricultural purppses, and residents
within said, zones and on�adja�e�i pfoperty-should I �e prepared to accept -such inconvenience'
ordisconform from normal, necessary.farm operations.
described as
All that .�eaf pyoperty situate in the:.County of Butte, State of Californi�j
follows:
Ile P
Z-1 o4/2 19rlR6
PROPERTY OWNERS:
Date:
'&41_1 loc� re me,
State of On the �-�bZt, day of 19,F befo,
SS., the undersigned Notary Public, eersonally appeared
County of,��&Vr_
41. /,,1, 1//-/- R AIIK
Present A'P. No. -
f -
Notary Public
Personally,known to me'.
Proved to me on the basis
MARION L. BECKER M
'W1
.1 11 _ -
I I I
of satisfactory evidence.
NOTARY PUBLIC -CALIFORNIA Is
Butte County a
W CoMmIssion Expires 0
.
to be the person(s) whose
nam e(s)
that
March 12,1993
subscribed to, the within instrument
and acknowledged
executed the same 1or the
purposes therein contained.- IN WITNESS
WHEREOF,, I hereunto set my
hand and official seal.
Present A'P. No. -
f -
Notary Public
IS 2`5 101
DESCRIPTION.
ALL THAT CERTAIN REA L PROPERTY SITUATE IN THE STATE OF
CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS:
LOT 228, -AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES
UNIT NO. 3111 WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER
OF THE'COUNTY OF BUTTE,'STATE OF CALIFORNIA, ON JUNE 17, 1970, IN
BOOK 35 OF MAPS, AT PAGE(S) 7.8,,79, 80, 81 AND 82.
EXCEPTING THEREFROM ALL OF THE VALUABLE MINERALS BENEATH THE
SURFACE OF THE SAID LANDS, WITH THE RIGHT TO MINE AND EXTRACT
SAID MINERALS, IT BEING AGREED AND UND ERSTOOD THAT IN ALL MINING
OPERATIONS, THE SURFACE OF SAID LANDS WILL BE PROTECTED AGAINST
DAMAGE AND THAT ALL SUCH MINING SHALL BE CARRIED ON FROM TUNNELS-,
SHAFTS* OR DRIFTS HAVING THEIR ORIFICES OUTSIDE OF THE SURFACE
AREA OF THE ABOVE DESCRIBED REALTY, ALL AS EXCEPTED AND RESERVED
IN THE DEED FROM MAGALIA MINING COMPANY, A CORPORATION, TO E. D.
STORTS, ET UX, RECORDED SEPTEMBER 4, 1947, IN BOOK 423, PAGE 385,
OFFICIAL RECORDS.
END OF i)OCUMENT
I-
COUNTY OF BUTTE
DEPT. OF PU13LIC WORKS
JUL 10 1989
I-
b Tq4 �gFA�jiv� �rwkc
777=_ Omevn M op-DT--sk�
�A W - OR N
L
TC -R -
fjr--29,
TOP -CVORD 2X4 FlPl�-LARCH -
_7
qbT,qHPR!3 ZX4, F`!R-LARCH *1 - - I . 2
BC X -LOC 1-R% 0-2-9 .9-'94 17-06.
WERS ZX4 FIR -LARCH STANDARD
WITH EO AL 'PANELS BETWEEN INSVOE ENDS
PLATTES IWST zE INSTALLED IN ACCORDANCE WITH TRUSS DESIGNED
CONNECTOR OF- SCARF CUTS UNLESS OTHERWISE NOTED-
RCH REPORT *2949-
REQUIKESENTS OF 'L-C-.B4O, RESEA
ALL PLATES ARE TO LIE CENTERED 00 THE jOINT.* LEFT TO RIGHT AND
'EVCEPT WHEN LOCATED -BY CIRCLE OR DIMENSION.
TOP- 'TO. BOTTOM,,
SEE DRAWIWG 13E i'OR -PLATE LOCATIONS ON TYPICAL 10 1 N TS THE 'RESPONSIBILITY OF' THE BMILDING DESIGNER AND 7RUSS
IT IS 4 &&D=ti Tn
FABRICATOR TO REVIEW THIS DRAWANG fKlUK, IU Lu I 441lu I-V
PLATES SHOWN ARE CONTROLLED BY TRUSS FABRICATOR PLATE AND LOADS, ZOKORM
VERIFY THAT ALL DATA. INCLUDING DIMENSIONS - _'
INVENTORY- TO THE ARCHITECTURAL PlAnSISPECIFICATI QNS AND FABRICATOR SL
REFER70 DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. TRUSSLAYOUT.
Top chord shall be laterally, bracec! -with properly connected
purlins spacep_ at a, maximum of 2.411 O.C., unlelss plywood
c.
sheathin,g, Is attached directly to hord.
tsti�,b I R-V-5-
-top
Bott----m chord checked for 10 FSF live load.
J .1 __T
WME OWWYI
qX4
BUILDING DEPA MENT
'RT"
APPROVED
2X4
2X4
12
12
3X4 -7
3X4 -
J
2.5X4 2.5Xq-
R_B9Dt W- 3-51- 3X4
R-B9D9 V- 3-5.11
_Tt�
24" 0-H. 1
2411 mi.
OVER 2 SUPPDRTS =ME - nasmm,
FURNISH A rdPY DF TPIS'DESIGN-70 EREMON CONTRKTOR _1y
PLATE TYPE--RLPINE - kE EM&E, OWM,
FLPIW ENGINEEIIED MAM)CIS, INC_ '!' -
YRRNING HFMIDG, ERMIN AND
I . DES:
*gr-TMP0RTANT** %ftL Wt rrz PZWONSIMI FIR FW IN
M MY VEY]ATIDW FRM SMIN7-SEE 'WT -7r, McIr. am DIM-
TC IL 20.0 P -CF, DSTE
)3 JP
ft —7-
1DEVATI(IN FIM 74ESE SPaIFICRnDNS
C= TPII_ SEF
IN MWIRnINCE CD"MEN`IM fm MMMIEWRI06-
W WT FRILIAZ 10 WILD THE TAM -
PjqF
7C DL 10, r! Ar DRWG EPIM4v B72R29-0-
jjjIs DESIGN
1HE -WFLM CMP20L fRKW IM TPJ- F&INE MMMIRS THIS DONN FIR FWrMWL SPEMMM Fornpl-
WITH 60a BM]MG RMAEr8M., IN DTHWISE
QWM UL"NIZED STM UW
PS
0 5 0 �pg CA:-�ENG Zhj_
fpr twiNIXFOIRED, FROM 20 -ESS
IWAMAIENEWS DF FS" M49 UFM A. %WN, jW_ a= SWU SEUVERAff WSM
C= apausE smow, rw ErTma PLISM SHWnwr',
*M W umit Its InH pxwmr
TOT.W. 35_D'PSF DIA IEN. 26-U-01
FMI CMErM SM MES Frr:ERCN:Jn8rr
r= -W 41 swiml- MESS 0DEMISE s"W". WITEM DM V. -W imis cmisc M wells
swvg. BMW; iflints
W =U&L W NW 10 IRIS
'eml- 5 RITCH
C= SID�s DF 11S SPECIFIED
TRUSS omw srwmm ccwm InTH WKUME rM. asiw irri#4 FOE AETFOWR IRUM I11M-
FOO *7PT DIM
_4
94 SPRUNG, '24 - D TyPr__ ICD,MN
TRUSS P�NTE ImSTITiffE. 4W WffIDWFL DESIM SFECIFICATION FIR VD0D
�oe,,_47�
,
--muss"'t
765y
R I �'S U B i� fT FR:�
?REPARED , TROM 'COMPU R�11( UT XL�OADS I& TIMENS30INS M
Nak
THIS D�167.
T".
TOP r0HORD 2X6 Flk-LARCH *2,, EXCEPT AS S14OWN TIC X -LOC 1�1s: 0_29 4.23 8 _98 3- 59 1 B'_ 92 22.77-26-71,
A,
BOT CHORD— 2X6 f TJZ,,�LARCM *1 J=
VERS ZXA F IR-LARCM STANDARD BC X -LOC 1 -It' . 0.29 13.60 7
41
IRED
�TIZXA FIR -LARCH #1 2 COMPLETE �JRUSKS �RE U
CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH VASTEN 'TOGETHER WITH 16-D NAIILS�
RE TOP CH Ol
REGUIREMENTS. OF SEARCH REPORT #2945.
STAGG
WEBS- ERED,
ALL P CH.
ARE TO BE CENTERED ON THE JOINTi LEFT TO RIGHT AND SOT, SOL -BE
-TOP TraBOTTOM, EXCEPT WHIEN LOCATED BY CIRCLE OR. DIMENSION. NOTEi KI) -11V -DIA_ THRU T :MAY: - SUBSTITUTED.
HORD �ONLY_
SEE DRAVING 13B FOR 'PLATE 'LOCATIONS Ott TYPICAL- JOINTS�' FOR- -NAILs IN BOTTOM. C
CAMBEk S/S* AT MIDSPAR BETWEE11 9EARIKGS. SINGLE CUT 'WEE. *-2 ENDS -.1,3..5,q_7,9
ALL BOTTOM CHORD SPLICES OCCURRINC B ETWEEN tU) BOTTOM CHORD CHECKED FOR 10 PST 17VE LOAD -
PANEL POINTS ARE TO: BE LOCATED AT APPROXIMATELY
TH PROPERLY :CONNECTED
1.14 OF PANEL LENGTH 'FROM PANPEL POINT WITHIN IV) AND TOP 'CHORD SMALL BE LATERALLY BRACED WIS
SHOULD NOT C-CCUk IN FANELS NEXT TO A PANEL POINT SPLICE�. PURLINS SPACEnI.,AT A MAXIMUM OF 24iw 0 -IC -
ALL NAILS SPECITIED AR:E COMMON WIRE NAILS;. NOTE- PLATES ARE DESIGNED VITH A DURATION FACTOR 'OF -0-92-
no -webs.
This boston hi Is desiped to summrt 4-0-0 lacks,
o-
-In additiott- tb�sboston hip is de�s1IT--Zti-to sLiport :2- () toA CbOrd-
kers.
Conventional framing -is not the responsibility of the truss designer,
ur*r,, nor truss fabricator.. Persons erecting trusses
plate manuf act
are cautioned to ttek_ advice by local profession;NA engineer
regarding conventional framing.
W Itotel Peter to drawing il,=OtSIS forgole fill details-
)16te�T Gab.L� face, of "this desiqnf� above- BXB
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jac)�s j -to support 5/8' siding 12
at I -a 4-00 q_D0
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