HomeMy WebLinkAbout042-590-0451%M_dkh AMA4 -445
601 A m0-51;j;;&r--q42 Ct lot 5, hico
'Permit#59 -87B,P,E,M He 0
-------- -------
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4:.
042-59�0-045-' 93-1521- Bii
HOG(�ARD, MITCH &'MERRY
601-ALMOND,GROVE- . CHICO"tA,�;�,
. /" '11. ) -2-
CONTR: SUNSHINE POOLS, —
SWIMMING POOL" 51'
',,042-'590-045 PERMIT#95-2450
HOGGARD,--Mitch
.60.1 Almond,-Grove-Ct.��' Chic6
). 1� ��, (9�
Cofit; Butte Roofing Co. 4,
�Rerqof -21 /SF
�Ti
042-590-045',. PERMIT#95-2450
HOGGARD' Mitch -
601 Almond Grove Ct., Chico
Cont* Butte Roofing Co.
Reroof tsp
4e-�!F too
COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION
7 County Center Drive - Oroville, California G�6965\Telephone (916) 538-754 PERMIT NO.
APPLICATION AND PERMIT
AS5WNUIVIBS9 0
ZONING
SRI
BUILDINGXRMIT
OWNE�%
KNE'
SQ. Fr. OCC. /BUILDING VALUATION
OWN S- %ILING ADDRESS
r) AJJ
COiWIRZFOR'S' NAME ELEPHONE
4 :;tt ��a -Axi:3
WS MAIUNG ADDRESS
6)c S!:_�_ 77 f�zz e�.46 7
Fireplace
CO&TRUCTION LENDLA
UNMOWN
Total Valuation $
Filing Fee
$ 20.00
LENDER'S MAILING ADDRESS
Permit Fee
$
ARCHITECT OR ENGINEER
UCENSE NO.
Plan Checking Fee
$
Energy Plan Checking Fee
$
ARCHITECT OR ENGINEER'S MAIUNG �RESS
Penalty
$
BUILDING ADDRESS
PERMITFEE
.1 /)z
�
PLUMBING PERMIT
Filing Fee 1"�, 20.00
Each Trap
7.0 0,
LOT NO.
SUBDIVISION'S NAME
PARCE . L MAP
Solar or heat:pump water heater
23.00
USEOFSTRUCTURE
SIX Duplex 0 Mobilehome 0 Other
SPECIFY
Water piping
15.00
Each gas water heater or vent
15.00
Gas piping system I - 5 outlets
15.00
Building sewer
15.00
TYPE OF WORK
New 0 Addition 0 Remodel 0 Utilities 0 Installation 0 Other
1/ 4.
Describe Work: z 2 J
Mobile Home ISI GI W1
920.00
PERMITFEE
I$
Contractor
ELECTRICAL PERMIT
Filina Fee 20.00
o6r
Main Service 500V OR LESS
200A OR LESS
23.00
Main Service 200A TO 1000A
[.R"
46.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in full force and effect.
License Class Lic. No. S_ 69 -7 (- Q 6
OWNER -BUILDER DECLARATION
1 hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
0 1, asownerof theproperty, ormy employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
0 1, as owner of the property, am exclusively contracting with licensed contractors
to construct the project. A�
Q I am- exempt under, Sec. Business and Professions Code for this
reason
EW CONST. DWELLING OCCUP.
ADDNS. & ACC. BUDS.
s Q
3.50 FT
NEW CONST. MULTI -OUTLET
NON-RESID. BRANCH CIRCUITS
@7.50
POWER APPARATUS
SINGLE OUTLET CIR.
Ex. Occup. ( OUTLET OR FIXTURES
20 @ 1.00
aAL Q .50
Ex. Occup. (0 FIXED APPLNS. OR
UTLETS (RESID.) EA
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wiring
23.00
PERMITFEE
Contractor
WORKERS' COM PENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
0 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
1 have and will maintain workers' compensation insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My work2e 's' cornRensation insurance carri d policy nup)ber are:
Ci r Dl� _40
MECHANICAL PERMIT
Filihb F66 n.00
Heating
Cooling
Hood
6.50
Ventilation
PERMITFEE
$
Contractor
Policy 'N6mber _ �1,
(The above sections need nof be completed ifthe permit is for work of a valuation
of one hundred dollars ($100) or less.)
0 1 certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compensation provisions of section 3700 of the Labor Code, I shall
forthwith comply with those provisions.
X;, XDte J
Signature of Applicant'- 0 Owner 0 Contractor In
Ag
An OSHA permit is required for excavations over 60" deep and emOlition or construction
of structures over 3 stories in height.
Mobile Home Installation Fee
Energy Inspection Fee Is
Occ
CONST. TYPE
I
TOTAL FEE $
HAZ.
I D. FE�D
I CDF
PARCiL PO
HD
ISSUE
%000
This permit is hereby issued under
of the Butte County Code and/or
indicated above for which fees have
PERM IT EXPIRES ON
me applicable provisions
Resolutions to do work
been paid.
Date I
Receipt No. I S to () .11,
-
WHITE-D.O.S.-B.0- — CANARY -ASSESSOR PINK -INSPECTOR GOLDEN ROD -APPLICANT
COUNTY OF BUTTE- DEPARTMENT OF OEYELOPMENT SERVICES -BUILDING DIV�ISION
7 County Center Drive - Orovifie', California 95965 - Telephone (916) 538-754 PERMIT NO.
APPLICATION AND PERMIT
ASnWNUMBSCI n
ZONING
BUILDING MIT
OWN
?E
SQ. Fr. OCC. UILDING VALUATION
/B
rOW ADORE
(-) UT SS
St
—
COA6tZ_TOR'd NAME
",(2t3tE1_
PHONE
7�a �&�
ellR`§_ MAILING ZDRESS
z
Fire place
COI4STRucT,ONLENDSA
Total Valuation $
Filing Fee $
20.00
LENDER'S MAILING ADDRESS
Permit Fee $
eb
ARCHITECT OR ENGINEER
LICENSE NO.
Plan Checking Fee $
Energy Plan Checking Fee $
ARCHITECT OR ENGINEER'S MAILING AQDRESS
Penalty $
BUILDING ADDRESS
PERMITIFEE $
PLUMBINGPERMIT
Filing Fefe' '_2 0. 0 0
Each Trap
7.00
LOT NO.
SUBDIVISION'S NAME
PARCEL MAP
Solar or heat pump water heater
23.00
USEOFSTRUCTURE
SF)( Duplex 0 Mobilehome 0 Other
SPECIFY
Water piping
15.00
Each gas water heater or vent
15.00
Gas piping system I - 5 outlets
15.00
Building sewer
15.00 J
TYPE OF WORK
New 0 Addition 0 Remodel 0 Utilities 0 Installation 13 Other
Describe Work:
Mobile Home
920.00
PERMITFEE
Contractor
ELECTRICAL PERMIT
Filina Fee 20.*00
V OR LESS
Main Service i81000A OR LESS
0
23.00
Main Service 200A TO 1000A
46.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in full fo and effect
License Class C- :3 q Lic. 'No. 0-6
OWNER -BUILDER DECLARATION
1 hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
0 1, asowner of the property, or my employeeswith wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
0 1, as owner of the rproperty, am exclusively contracting with licensed contractors
to construct the project.
0 1 am exempt under Sec. Business and Professions Code for this
reason
NEW CONST. DWELLING OCCUR
OR ADDNS. & ACC. BUDS.
a
3.50 FT.
NEW CONST MULTI -OUTLET
NON-RESID. BRANCH CIRCUITS
97.50
POWER us
&-SINGLEAOPUPTALREArTCIR.
Ex. Occup. ( OUTLET OR FIXTURES
20 @ 1.00
BAL 0 .50
FIXED APPLNS. OR
Ex. Occup. ( OUTLETS (AESID.) EA.
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wiring
23.00
PERMITFEE $
Contractor
WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
0 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
1 have and will maintain workers' compensation insurance, as required by Section
3700 of the Labor Code, forthe performanceof workforwhich this permitis issued.
MY worke ' �com nsatiorjd'nsurance carnerand policy raiwyber ar
Carrier go — --;?!!
MECHANICAL PERMIT
Filing Fee 20.00
Heating
Cooling
Hood
6.50
Ventilation
PERMITFEE $
Contractor
Policy 'WumSer 62, _7 I
(The above sections need not—be completed if -the permit is for work of a valuation
of one hundred dollars ($100) or less.)
0 1 certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compensation provisions of section 3700 of the Labor Code, I shall
with coim Wlywith t rovisions.
D t
Slgr�ature of Applica t -'0 Owner 0 Contra� For A�Aj6enf
An OSHA permit is required for excavations over 60" deep and emolition or construction
e,
of structures over 3 stories in height.
Mobile Home Installation Fee Is
Energy Inspection Fee Is
occ
CONST.. PE
TOTALFEE$
-1—FE97
I I
HAZ.
I D. FEES
I IMP
D
I CDF PARCEL PD HO
ISSUE
This permit is hereby issued under the applicable
of the Butte County Code and/or Resolutions
indicated above for which fees have been
y M -6v Date/A/3/q
PERMIT EXPIRES ON— lo ri
/ _16,-�
provisions
to do work
paid.
/941
(_
I ReceiptNo. q (a nooi-
.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDEN ROD -APPLICANT
PERMIT NO.
7�-
598-87B,P,E,M
PERMIT EXPIRES
OWNER MITCH HOGGARD
owner
CONTR.
42--34-146 lot
ASSESSOR PARCEL
601 Almond"�;r-ove Ct, Chico
LOCATION
Called PG&E—
Temp. Gas Service
�CalledPG&E—
JOB FINALED (Date)
Signature_44 J-42�
OFFICE Copy
Address
GAS
Meter B
ELECT IC
Date
Meter 8 Y
Da
L
OFFICE Copy
Address—
GAS
Meter Byy
Y
_ E L CT
LECTRIC
�Date
Date 41
Meter 13�
Date
Temp. Power Pole
Called PG&E
Temp. Elec. Service
Called PG&E—
Temp. Gas Service
�CalledPG&E—
JOB FINALED (Date)
Signature_44 J-42�
%I = OK
0 = Not OK
- = Not Applicable MOBILEHOMES
* = Not Ready
-, � - �.b I
MISCELLANEOUS '
Date
MOBILEHOME UTILITIES (Plans) OK except #'s
1. Zoning Requ irements-Setbacks- Easements
Date
DECKS, COVERS, CARPORTS, ETC. (Plans) OK except #'s-
1. Zoning Requ i rements-Setbac ks- Easements
2. Soils; Special MH Support -Sketch
2. Footings, Size -Depth -Spacing -Connectors
3. Sewer; Location -Test -Fall -C/0 -Concrete
3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails
4. Water; Local i on- Te st- Easement Needed (Sketch)
4. Wood Awn.; Posts- Beams -R I trs.-Con nec.-Shthg.-R fg.-Brac i ng
5. Electricity; Location-Clearances-Grnd. Amp -Concrete
6. Gas; Location -Test -Wrap: / /"L"ft./ P"Nat. or/ L"ft./ LPG
5. Alum. Awn.; Columns�Connections-Splice-Decal-Enclosures
6. Carports; Windows -Doors
7. Utility Clearance
7. Elec.
Card -BI
Date Card -BI Date
Card -BI
Date Card -BI Date
Card -B I
Date
Date Card -BI Date
MOBILEHOME INSTALLATION (Plans) OK except #'s
1. Zoning Requirements -Setbacks -Easements
Card -BI
Date
Date Card -BI Date
POOLS (Plans) OK except #'s
1. Setbacks- Easements
2. Footings; Size -Spacing -Marriage Line
2. Toils; Compact i on -Structure Stability
Z1. Gas; MH Test -Demand -Valve -Connector
3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining
4. Electricity; MH Test -Crossovers -Breakers -Clearances
4. Elec.; Receptacles and Lighting; Distances-GFI
5. Drain; MH Test -Fall -Flex Connector
5. Elec.; Pool Lighting; 15 volts-GFI
6. Water; MH Test -Regulator -Connector
6. Elec.; Enclosures; Conduit Entries -Terminals -Listed
7. Water and Sewer Connected -C/0 to Grade -HD Approval
7. bec.; Bonding; Metal w/5' -Circulating Equipment -Heater
8. Gas and Electricity Tagged
B. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lgh1g.
Boxes -Enc losures-Panelboards- Ins. to Main in Conduit
9. Exits; Insp.-Sketch
10. Cert. of Occupancy
9. Health Department Approval
10. Plumb; Cir. Test -Water Supply Test
Card B -I
Date Card -BI Date
Card -BI
Date Card -BI Date
Card B -I
Date Card -BI Date
Card -81
Date Card -BI Date
%/*= DIX--
0 Not OR
Not Applicable
Not Ready
Date UNDERFLOOR (Plans) OK except #'s
RESIDENTIAL (Single and Duplex)
V Zoningreq I uirements-Setbac sements
1@r., �Mam, S, Ftg. Depth
WI ., Garage: Soils -Steel- Ftg. Depth A'M
F
-Ftg., Porches & Decks: Soils -Steel- Ftg. Depth
0--memwalls, Main; l6ckout Wrapped -Slab
(&e-Sremwalls, Garage: Steel-Bly,!nuts-Wrapped-Slab
F i lace Ftg4EsiRr
f V's
rs �.. a I -Fittings -Test -2 way C/0 -Sewer Test
q,si,Pipe: Size -Anchors
P
pe--
aieW
i__42 Test-Anchors-Regulator-Sery ice Test
Vw-!`�p�rir�s & Ducts; C learance7Materi at -Support- Ins.
lb,oOifirders- FHF�-Anchor Bolts -Joists -Vents -Cripples
Ear(;:631' 7Da I e
3�Card�61 Date
6-ard-BI Date Card-B'I Date
Date MBIN -(Permit) OK except #'s
'(I��/Vpfer ljt.: Vent- Access -Combustion Air
5eo'Water Pipe: Test & Anchors -Nail Protection
%k'6�-D.W.V.: Test-Fttngs & Anchors-Nai I Protection
I�T�)Sho�wr Pan: Test*, First Floor -Tub Access
7 -T-ub & Shower, 2nd Floor -Tub Access
I . �Gas Pipe-: Size- Anchors
Caro -BI Y/) Date Card -BI Date.
Card -BI Date Card -61 Date
Date ELERf/RJCAL (Permil) OK except #'s
ae 5Wture & Transformer Clearance -Ins. Protection
2K24c' Receptacles Spacing -Lights & Switches at Doors
2',L . ze Boxes & No. of Conducto tapled
J;Kiomex installed Close to Edge of Studs & C.J.
24.',,_�u,ip. Ground made up w/Mech. Fasteners -Bond Gas & Water
4;#, 2 ppliance Circuits in Kitchen & Conductor Size
26. �u6feed Wire Size /_ I ga. Cu or AI-A.C. Wire Size ga. Cu or Al
2Z/'Range Circ. / / ga. Cu or Al -Oven Circ. ga. Cu or A I,
insulated Neutral Yes No
28. Service—Riser Conductors & Ground — M ai n Disconnect
29. Equip. Clearances: Pane Is—Motors—Mech. Equip.
30. Clothes Closet Light—Sho wer Light
Cara B -i Date Card -Bi Date
Card B -I Date Card -BI Date
Date MECHANICAL (Permil) OK except #'S
Z Duc,sEx1haulation & - Support
_1AE an ust above Insulation
FnIensate Drain & Overflow: Size & Grade
,.)t-34. Furnace—Vent: Access -Comb. Air—Return Air Vent -115V outlet
_4&.--A+H�_Access & Platform if F-urna.ce i:n Attic
Card -BI 10� Date Card -BI Date -
Caid-61 Date Card -BI Date
Date FRAM/ING(Plans) OK except P's
36/ §�4fs 'Proper Material & Anchors
3 -7t"' Is: Studs—Nailing, Spacing & Bracing—Plates—Sound
3�>�e�alrsmg Walls over Girders & Floor Nailing
3 ��.D I Stop in Walls (rat proof)
4 rt: Stops: Furred Ceilj�qs—.�tairs—Chases—Tub
0 4-1 >PaBer & Beam—Size & Bearing
42)e- Hangets—Post Caps—Anchors —Connectors
6) (;,Kng. Joist—Rfti. Ties—Purlin — Roof Brac. —Truss—S thng.—Rfnq.
41;��o�Feplace Ties or Type A Flue—FireplacL-?<roat
45 ic Access. Size & Romex Protect i on-15ra It Stop—Ins. Baffles
'c
d, —Sill Hgt. & Dimensions
4 1, m Windows or Exiting Doors
4�Karage Fire Protection Framing
Date FRAM!!K(Continued)
46,"Pr�rl_y
Line Firewall & Openings
4P,.,,5'xt.
RRers-One X -Check Garage -3rd story, 2 exits
SL7tt!t-,nffT--H6adroom-R
ise- Run-LaInd ing-F ire Protection
,"Iywood
on Roof Overhang -Attic vents -Rafter Outriggers—
___�r_C_52.
Siding -Nailing -Veneer
5&
Stucco Mesh -Drip Screed-Fdn. Vents-UnderfIr. Access
C�:,<54.
Gla441-Area-G lass Protect ion -Sky I i ghts-Plast i c
55__,.14earWaIIs;
2
Nailing -Bolts
4
Ag-
- �
If.:rr
I I ' -
Card -BI
Date Card -BI Date
Card-Bl,�o
Date%ja' Vo Card -81 Date
Card-BI/Z/
Dat5��/ iZ�-J Card -BI Date
Date FINAL (Plans) OK except #'s
56. E
.xr-Steps-Door & Sidelight Protection -Landings
5
Spoke Detector
51,00fu_S�ace;
Vents -Clearance -Comb. Air-Connector-
Lpeuarage; Above Floor-Ducts-Mech. Protection
Vt"Bedr�qm
Exiting
t`61�>
ger.l. & Bath Fixtures & Tub Access
6VElec.
Trim & Subpanel; Breaker Sizes -Labels
-Se.--trjrrTT-R-ai
- 3
I s
F replace or Stove; Clearances -Hearth
Is at Wood Panel; Int. & Ext.
pliance; Grnd.-Air Gap -Cooking Clearance
Elec. Ouilets & Receptacles at Kit. Counter
bT. Garage Fire Door; Swing -Land ing-C loser
68. A.C. Duct in Garage -Damper
69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.-
!D�Garage; Above Floor-Mech. Protection
70':'_Pe.�Elec. & Mach. Equip. Listed for Location
jpia�eceptacles in Garage; (G.F.I.)-RompProtec.
72.-*'Tn§_WW ion- Foam- Looked in Attic PoY-e s
7"��ails & Deck Construct i on -Post Caps
- Crawl Hole Door -Drainage & Wood -Earth Cl ce
Lo��Ghder Floor ,E] Yes
75t,Kllowing i I [:]No: Walks f -i Yes 0 No
�s t1,4,, D r i v e E�Yes
ers LTYes E]No
7$oO'StU��, Brown -Finish
77L,'5;rC. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet
78-00'V.wyrs Above Roof; Plbg.-Appliance-Firepi.-Clearance to Opngs.
. Water Well; Disconnect, Electrical, Plumbing
0.. E_5�erior Elec. Trim; G.F.I. Receptacle -Underground
mation throughout House
8VCXs,-,Protection
8 r tftions from ��ous Insetions
W. 04�. est-MetW Tagged; GlKs-Electric
!K�_nter & Sewer Connected -C/O to Grade -HD Approval
&a Energy compliance Certificate -Other Certificates
Card -BI Date Card -BI Date
Card -BI Date Card -BI Date
i , Com: jents at Final:
zelWR 7 , . � 7 ,L—,<' n -1,
(NOTE An entry must be made each time you visit job site)
7 lllllpl�
7
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS
196 Memorial Way, Chico — Phone: 891-2751
7 County Center Drive, Oroville — Phone: 538-7541
741 Elliott Road, Paradise— Phone: 872-6307
CORRECTION NOTICE
OWE& �PAMIT 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.
A//j�& (4 !7 z), 4
y
e� 1_10 / -S 004 e
ILL r 0 0
11
as r—,
e'+ <Ije L
r u Aj t -j , A 0
,4
oe
aer A,
V
Inspector Date
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS
196 Memorial Way, Chico — Phone: 891-27�1
7 County Center Drive. Orovi Ile — Phone: 538-7541
747 Elliott Road, Paradise — Phone: 872-6307 ,
CORRECTION NOTICE
15*,q 4
A00 !2� 0- -a '- e;?
OWNEF1 I J PERrATT 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, ple3,se—Contact this office Immediately.
4
Inspector
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WOR KS
196 Memorial Way, Chico — Phone: 891-2751.
7 County Center Drive, Orovi Ile — Phone: 538-7541
747 Elliott Road, Paradise — Phone: 872-6307
CORRECTION NOTICE
ER ,/// - 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.
Inspector- Date
COUN TV- OF-BU)TTE
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
OLT 6::nZ�-
OWNER --J-.) — - PE
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 q#ditConal explanation, please contact this office immediately.
/ // -/� G ijeed
ril
L L'.'s (C"
AF7, /P ' " -
4 1 &jj��Je" -
47
Inspector Date --7/2'1 h-7
ROBERT B. HEATON 27 July 1987
a r c h i t e c t
To: Butte County Building Inspector
Re: Mitch Hoggard Residence - Chico, CA
Please make the following changes to the plan:
tf, 1. Change header over main entry door to 2 - 2 x 12 DF #1.
2. Install new 6 x 6 DF headers in 5' - 0" openings in Living Room rear wall.
�rw�z
Wj
NEW"a
Robert B. Heaton,.Architect #C-9192
COUNTY*OF BUTTE
DEPARTMENT OF PUBLIC WORKS
196 Memorial Way, Chico — Phone: 891-2751
7 County Center Drive, Oroville — Phone: 534-4541
Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57
CORRECTION NOTICE
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
matte t ir, orvred additional explanation, please contact th'is office immediately.
X
/Af It. 19b / I
Yo -4�- 7
Inspector fn Date
V
Owner: Permit No..
ENERGY C ERT IF ICATION
Almond Grove Ct., Chico A.P. No.
LOCATION
DESCRIPTION OF INSULATION
ROOF Brand Name
Material Thermal Resistance (R Value)
Thickness(inches)
EXTERIOR WALL
Materia Brand Name Manville
Thickness(inches) 6-11 Thermal Resistance(R Value) R19
CEILING Brand Name
Batt or Blanket Type____ Thermal Resistance(R Value)
Thickness(inches) Brand Name Manville
Loose Fill Typ loll -Number of Bags Wt. per bag 40 lb.
Hinimum Thicknesl(Inches) __2�L_ 0_0
Area covered(ft. ) 4682 Thermal Resistance(R Value).
FLOOR, ELEVATED
Material Fiberglass
Thickness(inches) 61411
FLOOR, SLAB
Material
Thickness(inches)
Width(inches)
FOUNDATION WALL
Material
Thickness(inches)
Brand Name Manville
Thermal Resistance(R Value) R19
Brand Name
Thermal Resistance(R Value)
Brand Name
Thermal Resistance(R Value)
I hereby certify that the above insulation was installed in the above building
in conformance with the State of California Energy Requirements.
Loerke Insulation.Co.
FIRM NAME/OWNER
499150
STATE CONTRACTOR'S LICENSE NO.
September 17, 1987
DATE
SIGNATURE OF INSTALLATION APPLICATOR
I hereby certify the above insulation and all required items as shown on the
Building 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.
FIRM NAME/OWNER (Ple e print) STATE CONTRACTOR'S LICENSE NO.
Sf&ATtR_E OF JENERAL COj4f0Rrdvn&R DATE
THIS CERTIFICATE MST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL
INSPECTION APPROVA.L AND A COPY SHALL BE POSTED WITHIN THE BUILDING .
January 1984
J.— — _. . .__ -
ZJ -5 9- V��
7411k -
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS
7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541
115 APPLICAMN ADYERMIT
PE 0.
ASSESSOR PARCEL NUMBER/,
I(
ZONI ' G
e
BUILDING PERMIT -7
OWNER
72r/9 Z��k
�
TELEPHONE
SQ.FT. OCC. BUILDING VA'I=4_'rAT_1ON
-7
OWNER'S MAILING ADDRESS
CONTRACTO R'S NAM E�—
TELEPHONE
_Q A e-)
CONTRACTOR'S MAILING ADDRESS
Fireplace;--
I�Q Is_ -lee
CONSTRUCTION LENDER
. /_ ?e:: � - �_ .
UNKNOWN
I
Total Valuatiori $
Filing Fee
$ 10.00
—
LENDER*S MAILING ADDRESS
Permit Fee
$
ARCHITE T OR ENGINEER
LICENSE NO.
Plan Checking Fee
-Energy
lj�& Z 0-71,
Plan Checking Fee
$
45�_
'AACHITECT OR ENGINEER'S MAILING ADDRESS
Penalty
$
BUILDING ADD.RESS
Permit fee
$
PLUMBING PERMIT
Fi ling Fee 10.00
Each Trap
2.00
Solar or heat pump water heater
20.00
LOT NO.
SUBDIVISION NAME
PAR�L MAP
1/0
Water piping
5.00 rW
Each qas water heater or vent
5.00 1 .04
USE OF STRUCTURE
SF,JL71,a9 Duplexf-1 MobilehomeF-1 Other SPECIFY
Gas piping system 1 - 5 outlets
5.00 e
Building sewer
5.00
Mobile Home S I G I W
10-00 e�
TYPE OF WORK
Ne A Addition [] R emode I [:J Uti lities Ej lnstallationF� Other [J
Describe work:
I
Permit Fee
$
Contractor
ELECTRICAL PERMIT
FilingFee 10.00
Main service 600V OR LESS
100 AMP OR_ LESS
10.00 C-70
Main service EA. ADC -L 100 AMP
2,50
CONTRACTORS LICENSE LAW
I declare under penalty of perjury (check one):
F-1 I am licensed under provisions of Chapt. 9, Div. 3 of the Business
and Professions Code and my license is in full force and effect.
License No. Classification
1, as the owner, or my employees with wages as their sole compen-
sation, will do the work,and the structure is not intended or offered
for sale. (Sec. 7044)
I, as the owner, am exclusively contracting with licensed contract-
ors. (Sec. 7044)
I am exempt under Sec.—, Business and Professions Code
for this reason
NEW CONST D ELLING 0
OR ADDNS. AW L D G S.CAJ 21/20sqft
CC.B
N/ 1?�ffi
NEW CONSTR. MULTI-.UTLF=:T —
.ON.RES'., . RANCH CIRCU I TS )1 2.50 ea
POWER APPARATUS.&)
(SINGLE OUTLET CIR
Ex. Occup(OUTLETS OR FIXTURES .20050t
AL0300
FIXED APPLNS. OR I
— Ex. Occup. OUTLETS (RESID.) EA.1 2.00
Temporary service 10.00
Mobile Home Faci-lities 15.00
Misc. Wiring 15 - :00:t
Permit Fee $
Contractor
WORKMEN'S COMPENSATION INSURANC - E
1 declare under penalty of perjury (check one):
The permit is for $100.00 (valuation) or less.
I have placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certificate
of Consent to Self -Insure.
I shall not employ any person in any manner so as to become subject
to the W. C. laws of California.
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
provisions or this permit shall be deemed revoked.
MECHANICAL PERMIT
Filing Fee 10.00
Heating
e- 11.615 IQ _06)
Cooling
(5,9
Hood
3.00 ea
Ventilation
Permit Fee
$ erp
Contractor
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 Countyot
Butte to enter upon the above-mentioned property for inspection purposes.
I also agree to save, indemnify and keep harmless the County of Butte against
all liabilities, judgments, costs, and expenses which may in any way accrue
against said ounity ' onsequ=ee granting of this permit.
X Date,72"— 7
Signature of Applicant — YlOwner[j Contractor E] Agent El
An OSHA permit is requir d f t' ns over 5'0",/eep and dem ition or construct-
ion of structures over 3 sto6ries0!1n;9c0ig`hGt.Io1 V
Mobile Home Installation Fee $
Energy Inspection Fee $
TOTAL PERMIT FEE $ :2 R"—"
occul
CoNsgyptl
I �JJ'V
FLV
0 1
PARC
;�fjffD
rl 3
This permit is hereby issued under
s*o ' h:t But te County Code and/or
wor7 P -2t c ed above for which
TQrIR OF PUBLIC
By_(I�v
PERMIT EXPIRES Date
the applicable provi
resolutions to do
fees have been paid.
WORKS
Date
7-03, 05-111 e)-) . Q
Receipt No.=6/3 7 //Y/'-) oc7lallo
Z&
WHITE-D.P.W., YELLO�_ASSE330
,A, PINK -INSPECTOR. G!V.E..0.-.PPL.�A.T
COUNTY OF BUTTE - DEPARTMENT OF'PUBLIC WORKS - BUILDING DIVISION %
rCOUNTY CENTER DRIVE - OROVILLE, CAILLFORNIA 95965 - TELEPHONE: 916/534-4541
9.
PERMIT APPLICATION DATA SHEET
Permit No.
OWNER /P Z�) A. P. No. Z72f__7 -
Proposed Building Use
Building Inspecto Date
At time of permit application, I was advised the following data must be submitted prior to permit processing
and:/orissuance: DATE RECEIVED APPROVED
1. All items have been submitted . . . . . . . . . . . .
1 2. Plot plans in duplicate./tripli-cate, signed by preparer of plans. . I & " h?ZD 46Z
Complete plans in duplicate/triplicate, signed by preparer of pla?n. G -r
4. Complete engineered plans and calcs, with wet signature on plans.
5. Plans with Energy Design Compliance Statement . . . . . . 7-
**�10 6. CUSD "Fees Paid" Stamp on Floor Plan cW.��e,
7 Statement of Intent for Non -Heated and AC Buildings.
8. Fees of $ . . . . . . . . .
. Letter of signature authorization . . . . . . . . . . .
0. Sanitation approval from Health Dept. . . _ 16IF7 WZ14 V/
11. Planning approval for (A) Use: — (B) Parking:— . / I /
11 -3 7 V
t Certificate of Workmen's Compensation Insurance . . . . . .
13. Contractor's License Information (no., name style, classif.)
14. Owner-Bui Ider Verif icat ion (G iven to owner [:1, Mai I to owner
9
—15. Improvements may be required . . . . . . . . . . . .
1
16. Mobilehome Installation Data. . . . . . . . . . . .
Pre-Inspec. request to (Dote)
eZn2pv. Pre -inspection for Required-. Building Inspect
18. Recorded copy of Agricultural Acknowledgment Statement. 97
19. Driveway Permit.
20. Plot plan approval from city of
21. pze)x),�_a Y
22.
When you issue the permit, process as follows: '*�*Q Mai I to owner, —Mai I to contractor.
—Telephone and hold for pickup at—off ice, —Deliver w/inspector.
— Othe
4
Copy of plans sent — Health Dept., —Fire Dppt., — Other— Date
The following data must be submitted prior to perm
1. Index permit for above items No.
2. Additional items required:
(Cir le new, it -em not checked above).
Yo' — Aaf
Contractor, designer, owner, was advised of above required data by—phone--mail—Z-1—co nter Y
Contractor, designer, owner, was advised of above required data by —phone —ma /--V--C "Inte ,� date
Wy— date
Plans checked
Date Plans approved by
__L Sets of plans on hold File cabinet _AP folder
— Flours: 10:00 a.-ffi. - 3:00 p.m.
Copy—DPW
TO:
FROM:
Building Department 4,64
Environmental Health, Chico
SUBJECT: Sanitation Clearance
Owner Location RwIM4454,etle AP#
Plan approved for: sewage disposal- water supply
Hold final for:
Final -clearance O.K. for:
Clearance for bedroom mobile �M2. Other
Note***
All, �
Sanitarian
watersupply
water supply
Date
TO: Building Department
FROM: Encroachment Permit Section
RE: Driveway Clearance
nx.
ownep/-/ loc-ation AP
Driveway permit 04'.-1W174,4eejVhas been issued for, the above property.
61
1—t7 -
sign
,��re . date
COUNTY OF BUTTE - Departmenf of Public Works
7 County Center Drive, Oroville, CA 95965 Phone: '916-534-4541
OWNER -BUILDER VERIFICATION
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.
1. 1 personally plan to provide the major labor and materials for construction of
the proposed property improvement (yes or no) Vg!Zg
2. 1 (have/have not) 6d 0 signed an application for a building permit
for the proposed work.
3. 1 have contracted with the following person (firm) t6 provide the proposed
constructio
Name
Address City
Phone Contractors License No.,
4. 1 plan to provide portions of this work, but -I have hired the following person
to coordi t supervise, and provide the major work:
Name
Address City
Phone Contractors Lice�nse No.
5. 1 will provide some of the work but I have contracted (hired) the following
persons to provide the work indicated: _f Work
Name Address Phone Type 0
Signed: se—
Property Owner M
Social Security Number
Date
NOTE: This Owner -Builder Verification is sent t ' o you as required by Sections 19831 and
19832 of the California Health and Safety Code.
This verification must be completed and returned to our office before we are per-
mitted to issue the permit.
-cho''o,qe fro lumns...
m. round an�t'j box co
Ix
Y rr
EMT
Each column is handsomely proportioned in
the classic tradition. The round column
design includes a true architectural entasis.
They are cartoned and/or poly -bagged for
protection against moisture and dust.
Box columns offer an elegant alternative to
conventional support and provide an attrac-
tive method for concealing post or pipe
stanchions. They are shipped unassembled,
with cap and base, in poly bags.
All sizes of round and square columns are
available plain or fluted.
sizes to fit your design
From 8 to 20 feet high and 6 to 20 inches
wide, we offer columns to fit your application.
Capitals and bases are available to fit every
round or box column.
anvirm rm.11IMNS
Recom-
mended
SQUARE
ROUND
Outside
Inside
Outside
Inside
Length
Dia.
Maximum
Load
Column
Column
Diameter
at Top of
Diameter
at Top of
Diameter
at Bottom
Diameter
at Bottom
of
Column
Lbs.
Capability
Diameter
Length
Column
Column
of Column
of Column
Shaft
Weight
1. 1/4
8
Ft.
10
In.
In.
In.
Ft.
.1-1/4
Lb.
1-1/2
12
A
B
C
D
E
12
8,600
6"
8-0
4.T/4
2-1/4
5-5/8
3
7-7
31
--F6,600
8"
8-0
6-1/4
3-3/4
7-5/8
5-1/4
7-7
42
11/8
15-3/4
10.0
6-1/4
3-3/4
7-5/8
5
9-7
47
--�O-,060
10"
8-0
8-1/4
__�-3/4
9-5/8
7-1/8
7.7
53
10-0
8-1/4
5-3/4
9-5/8
7-1/4
9-7
62
12.0
8-1/4
5-3/4
9-5/8
7-1/4
11-7
69
20.000
12"
8-0
10-0
10-1/4
10-1/4
7-3/4
7-3/4
11-5/8
11-5/8
9-1/:4
9
7-7
9-7
61
75
12.0
10-1/4
7-3/4
11-5/8
9
11-7
87
16-0
10-1/4
7.3/4
11-5/8
9
[:
15-7
120
20,000
16"
16.0
13
__�O 1/4
13
15.5
222
18-0
13
10-1/4
15-5/8
13
17-5
245
20-0
13
10-1/4
15-5/8
13
19-5
266
20.000
is,,
16-0
1 - 5
12 ' 1
17-5/8
14-3/4
.15-5
218
18-0
15
12.1 �88
17-5/8
14'3/4
17.5
274
20-0
15
12-1 8
17-5/8
14-3/4
19-5
300
20,000
20"
16-0
18.0
17
17
14-1/4
14-1/4
19-5/8
19-5/8
1 6-7/8
16-7/8
15-5
17-5
280
310
20.0
17
14-1/4
19-5/8
16-7/8
19-5
339
STRESS DATA
Columns constructed with. pon derosa /sugar pine, with allowable stresses per the National
Design Specification for Stress -Grade Lumber and Its Fastenings.
Load to be applied concentrically at top of column. Design loads valid only if column caps
and bases are stressed parallel to the grain, and only if uniforrn contact is made between the
full area of the column ends and the cap and base units.
F
L
M
BASES
CAPITALS
ROUND
SQUARE
ROUND
SQ ARE
Dia.
Thickness
Size
Thickness
Dia.
Thickness
iz
Size
-e
Thickness
i
L
K
M
G
F
F
H
6-1/8"
1-1/2"
8-1/8"
1-1/2"
511/8"
1 /4
p6-3/4"
1. 1/4
8
1-1/2
10
1-1/2
6-3/4-1
1-1/4
8-3/8
.1-1/4
10
1-1/2
12
1-1/2
8-7/81
@1-
1-1/2
10-3/8
1-1/2
12
1-1/2
14
1-1/2
10-3/8
1-1/2
12
1-1 2
16-3/8
2-1/4
118-3/4
2-1/4
13-3/4
2-1/4
16
2-1/4
18-1/2
3-1/8 _F
22
11/8
15-3/4
3
3-1/8
1 24
_3
17-5/8
3
120-3/41
3-1/8
capitals and bases
Caps and Bases (for 16", 18" and 20" diameter columns).*
Manufactured of high density polyurethane, caps and bases are
packed one set to a carton. Available exclusive of columns.
Paint primed, ready to install and finish.
'Caps and Bases for smaller diameter columns are manufactured from pondeiosa and/or sugar pine.
B
A
square box.
columns -
611 x 6" x 8' Off
8" x 8" x 8' Off
8" x 8" x 10' - Off
White City, Oregon 97503
DUALITY WOOD TUPNINGS
Printed in U.S.A.
TC -300
0
�a57-3- 6es<--O
6UTTJ:- CGUNTV
AGRICULTURAL STATEMENT OF ACKNOWLEDGENEi, F I C I'
Retur--i-to DPW RECORDS By
FOR RESIDENTIAL DEVELOPMENT
Section 26-8.1 of the Butte County Code requires this acknowledgement
be recorded prior to issuance of a building permit. R 20 41 9: 5 2
87-10384
The property described herein is �djacent to land or included CANDACE J. GRUBBS
within an area zoned -for agricultural purposes, and residents of this CLERK -RECORDER FELY
property may be subject to inconveniences or discomfort arising from
the use of agricultural chemicals, including, but not limited to herbicides, pesticides,
and fertilizers; and from the pursuit of agricultural operations including, but not limited N'."
to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust,
smoke, noise, and odor. Butte County has established agricultural zones which have as a
priority use for productive agricultural purposes, and residents within said zones and on
adjacent property should be prepared to accept such inconvenience or disconfotm from normal,
necessary farm operations.
All that real property situate'in the County of Butte, State of California, described
as follows:
Please see attached legal
Date: _ 3/19/87
State of California
SS.
County of Butte_)
ro MARSHA A. VIERRA
NOTARY PueL!C, W
CALrORNIA
Buft Count/
IVY Commission Explm� 0 7, 1 9W
descr'l:ption
PROPERTY OWNERS:
Mitchell L. Hoggard
Merry E. Hoggard
On this the 19th day of Margh 9 19 R7 , before
me, the undersigned Notary Public, personally appeared
Merry E. Hoggard
1\ jV(Lr A,/I!
Ll Personal ly'known to me. Ly� Proved to me on the basis
of satisfactory evidence.
to be the person(s) whose hame(s) is subscribed to
the within i'nstrtiment and acknowledged that —she
executed the same f�� the purposes therein contained.
IN WITNESS WHEREOF, I hereunto set my hand and official seal.
Present A. P. No. -v/a
Notary Public
Marsha, A. Vierra
&tyy
Av,
DESCRIPTION:
All -that certain real property situate in the County of Butte,
S�.ate of Cal.ifornia, described as follows:
PARCEL I; -
Lot 5, as shown on that certain Map entitled, "STANFORD COURT
SUBDIVISION", which Map was filed in the Office of the Recorder
of the County of Butte, State of California, on January 21, 1987,
in Book 104 of maps, at Page 61.
RESERVING THEREFROM a non-exclusive easement for road and public
utility purposes over Almond Grove Court.
Subject to Covenants, Conditions and Restrictions, recorded
January 21, 1987, under Butte County. Recorder's Serial No. 87-
2453.
PARCEL II:
A non-exclusive' easement for road an� public utilit purposes
y
over Almond Grove Court, as shown on that certain Map entitled,
"STANFORD
COURT SUBDIVISION", which Map was filed in- the Office
of the Recorder
of the County of Butte, State of California, on
January 21, 1987, in Book 104 of Maps, at Page 61.
#Ai
J., "J
FORM I
RESIDENTIAL ENERGY PLAN CHECK/INSPECTION SUMMARY
04niar A Climate Zone Permit No.
Flooa� Area -11C
Compliance path: Package 0 A 0 B 0 C �oint System"' [I Budget ' 0 other 62,0 14-3
MIN R -VALUE DESCRIPTION
REQ'D
INSTALLED ITEMS (1) INSULATION:
Roof/Ceiling 714,01
Wall Iq
13 Slab Floor Perimeter
Raised Floor V-79
7/83
(2)' INFILTRATION:
13 .(A) A vapor barrier is required in climate zones, 1, 14 & 16.
(B) All manufactured windows and sliding glass doors shall meet the
1972 ANSI Air -Infiltration Standards and shall be certified and
labeled.
(C) All swinging doors and windows leading to unconditione'd areas
shall be fully weatherstripped.
BUTTF_ COUNTY
Tight - the above standard features plus: _PARTMW
13. (D) Continuous -infiltration barrier BUILDING DE
13' (E) Electrical outlet plate gasket
13 .(F) Air-to-air heat exchanger
(3) bLAZING: APPROVED
(A) Location
- Area Glazing Vloor Area Single Double Triple
Total Bldg 4�$� f 7' to
North A3 k
East Z4 's, W, 0
South af
West ff 3-
13 Skylights
(B) Shading
Shading
I A
r
a
m
(C)
Coe . fficient DescripVn
East
South
West
Skylights
South OverhanA
Length of projection ft. Description
13
(D) Moveable insulation: Area
ftz Description
(E) Thermal mass
Type Aa
Area -3.30
Ft.2
HC-Z,��3R__422f_
MC= L6cation
60t,
/A,,
Fla
A.4 re
Mr
_25
Type
Area
�LFe.l*
HC= -21.4
— a'R=
4
MC=_,Ij Locatior6SA,,,&, �"
_j
(101,4,dw
-f ,., Z/A
- 9 - q /,-,
C3
Type
- Area
Ft.2
HC=1
R=
MC=* Location
13
Type
- Area
Ft.7
HC=—
R=
MC= Location
I
E3
Type
- Area
Ft.2
HC=
R�=
MC= Location
13
Type
- Area
Ft.7-
HC=—
R=
MC= Location I
A
FORM I
[3 (4) MASONRY AND FACTORY -BUILT. FIREPIACES shall be equipped-with'tight.
fitting,closeable metal.or-g�ass doors -'covering the entire -opening
of the.firebox; a combusion air intake equipped with a re ' adily
accessible, openable, and tight fitting damper to draw'.air from -the
outside of the building; and a tight fitting flue damper with a
readily accessible control. -
7/83
13
0
13
*1(5) HEATING, VENTIIATIN6. AIR CONDITIONING SYSTEM
(A)... -...Heating
Central Gas Furnace %
(brand and model number) SE
Btu/hr
(heating capacity)
Heat Pump.
(brand and model number) ACOP
Btu/hr
(heating capacity at 47*F)
Active Solar
','type (liquid or 'air) Collector brand and
ft2
model number solar fraction collector area collector
orientation
collector tilt* rated y -intercept
rated slope
other
(describe)
(B) Cooling
Electric Air Conditioner
(brand and model number)
Btu/hr.
(cooling,capacity at 950F)
Electric Heat Pump
Btu/hr
(cooling 'capacity -at 95*F)
other
f, Z_ -
(seasonal EER)
EER
(describe)
(C) A TWO-STAGE THERMOSTAT, which controls the supplementary heat on
its second stage, shall be required for heat pumps.
(D) AN AUTOMATIC SETBACK shall be provided for all thermostats, except
those controlling heat pumps.
(E) AN -INTERMITTENT IGNITION DEVICE shall be provided for all gas-fired
fan type central furnaces, gas-fired fan type wall furnaces and
gas cooking appliances.
(F) BACKDRAFT DAMPERS shall be provided for all fan systems exhausting
air to the outside.
e__�(G),DUCT CONSTRUCTION & INSUIATION. All transverse duct, plenum, and
itting joints shall be sealed with pressure sensitive tape or
mastic to prevent air loss and shall be insulated to conform to
the provisions of Section 1005 of the UMC, 1976 Edition.
2
A
FORK
6) DOMESTIC WATER SYSTEM
-(-A) Gas Only Gallons -
(brand and model number) (tank size)
13 Heat Pump w/ElectricBackup
(brand and model number)
Gallons
(tank size)
13 2 Active*Solar
(collector brand and model number)
(rated y -intercept) (rated slope) (solar fraction)
2
ft
'.(backup heater type, brand and model number) (collector area)
(collector orientation) (collector tilt)
Location of Solar Panels
0 Other
(Describe)
-(B) TANK INSULATION. Storage type water heaters and storage and
backup tanks' for solar systems -shall be externally wrapped with
R-12 insulation.or greater.
(C) PIPE INSUIATION. The five feet of pipe closest to the water
heater and outside conditioned.space shall be insulated with a
minimum of R-3. St.eam.and steam conditioned space shall be
insulated with a minimum of R-3. Steam and steam -condensation
return piping -and recirculating hot,water piping outside the
building envelope shall be insulated in accordance with
T20 -1408.(d).
(D) FLOW RESTRICTORS shall be provided'for showerheads and faucets
as - outlined in the new appliance efficiency'standards and shall
be 'Certified to the Energy Commission.
(7) LIGHTING
(A) Lamps used in luminaries for general lighting in kitchens and
bat brooms shall have an efficacy of not less than 25 lumens per
watt (usually florescent).
Submit documentation of sizing heating and cooling equipment by Manual J, sizing
charts (form #4) or oiher approved methods, -section -2-5352(g), and fill out the
following;
Heat ing: Winter design temperature 0219 0, elevation-/jT2V._1, heating load/4a.' BTU
elevation factor* x heating load = maximum outlet capacity gas furnace
BTU
cooling: §6mm'e*r' doisi-ig,in toempe . rat . ure /00� 0, c oo-ling'load !!!!��qBTU
*2 (USE ONLY A S A SIZING GUIDE, COOLING MAY BE INADEQUATE)
Submit. T.I.P.S.E. chart or other approved system (form #5) to document sizing of
solar -panels..
DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of
Title 24, Part 2, Chapter 2-53 of the California Administration Code..
7/83 SIGNATURE OF BUILDINGIDESIGNER IOR APPLICANT
&-Value of Insulation
3-4
o
is
16 19 i N
""tl .0
I
7/7/83
- 0
a 3-t. &steed floor Point
a-Valuo of
tnoulatloo Points,
below 3
ZONE 11
0 0
1
1.4- 2.2
-3
ER -M, POINTS
+2
o
.:c I to bl a 3-,U. Calling Insulatto 0
,OWN
'PERMIT NO. ASSIGNEEk
.,-,"AdtUAL
r Points'
.
-9
A.
SLAB INSULATION NONE
3.7- 4.2
It -Value of Insulation I
FoInts,
'iLOOR,
_14.
-10. 1;. , -8 1
-2.
P.-.19
jLAISED I SA
_e91_
19
-4
13.'
'CE14ING -'.R-30
22
-9
__Aa�
CV;4.
-16 1 -13
WALL -! R-19
716
-24
-13 -15
.5.
NORTH GLAZING 2.4-3.6% 'ye;
-26 1
-20 -17
0-13
8.9
6+.
EA;T GLAZING 2.5-3.6%
11
#6 1 #7
83- 9.5
-31
7.
SOUTH GIAZING 1.6-3.6%
9-6-10.1 1
table 3-4a. Wall insulation Points
13.
WEST CIAZ 13C 2.9-3.6% *1*
IL-Valus of Insulation
ftings.
9.
SKYLIGHT 0-1.3%
!83 up
-2
101.,
SHADING (Exclude Overhang)
:16 1-201
ct)
EAST 01 &3. 6 7 -. 8 2 4,01.
30
+3
SOUTH .19-.42
WEST 8,5. 13-. 36
Table 3-3; no rth-ract na Closing Pto
1A KYLIGHT .37-.57
T I _____T
I I
11.
NOR;ZONTAL SOUTH OVERRANG 21
Glazing Type
Total dt=h
12.
MOVABLE INSULATION - NONE
1 1, Trpl,
13.
IMP14TRATION (SLandard-0)(Tight-+12)
Ases, 0.65 1 0.42- 0 .41
1.1-0. 10,65
14j
11491114AL 'NAIS 3F
1 a do 1 4
21 - 's I +4 1
1
1144
is.
"s ruaftes (St) 71-76%
.
3iG -2
4
+2
16.'
HEAT PUIlP (EER) 7.5-7.9% AfA
04
! :4
4.9- 6: 7 -4
1 6 1 -9 -6
-3
-3
17.
DUAL PACK (SE. SEER) 8. 0-8. 3/71-76% 2,
9.7 -14 -to.
1 -0
11).
ACTIVE SOLAR 60% IITN (NONE)
9;8-10.8 -11 -1
10.9-12.0 -19 -14
102
19.
ZONAL.LY CONTROLLED ELECTRIC IVA
12-1-13 .2 -22 -16
13.3-14.3 -24 -18
-13
-is
20.
SOLAR WITH GAS BACKUP 010 AIA
-27 -20
1 -t7
21.
NO ELECTRiC (HW)
Table 3-6. ast-Factn2 claxing-pto
Glazing Type
&-Value of Insulation
3-4
o
is
16 19 i N
""tl .0
I
7/7/83
- 0
a 3-t. &steed floor Point
a-Valuo of
tnoulatloo Points,
below 3
-12
0 0
1
1.4- 2.2
-3
1 12
+2
o
13 is
L
-4 .3
.1
. ocal I I
I of Or -"."N
I 5n9l. I W 11 TrpI.I
floor (U . I (U - I
Area 1-10) 1 0.65).1 0.41)1
1points 1points h-141, rt, I
4 1 44
up 1. 1.3 +1 +4
+1 .42 1 +2 1
-2 0 1
-3
1-?- 6-7 1 -10 1 -6 1 -3 1
6.8- 7.7 1 -1.3 1 -8 1 -7 1
"- 8.7 1 -13 -to 1 -4
6.8- 9.1 1 -17 -12 �10.
1 �41 1 .-13 -13
11.3-12.7 1 -25 1 -18 _t5
12.0-14.0 1 -23 -21 -16
14.1-13.3 1 -32 -24 -20
4�__ __ - J
Table 1-7. IOU th-ratint Cla�lna Fte
.1 __ __T
T T
I Closing Type
local I
1 :91 1 _A=
71 or (U - I W-. 1 (,J,
Area 4.10) 1 0.63) 1 0-4011
(�T_t a -L.-SO +2 (.;P 1 +2
r-�FT--& 1 -1 1 1 0
3.7-- 3.2 -4 -2 -3
3.3- 6.5 -6 -4 -3
6.6- 7.7 -9 .6 5
?.a- 8.9 -7
9.0-10.0 -13 -to
IO.L-11.5 :17 -13 ;.19
tl.6-13.0 zt 616 -14
1-13.1-14.3 -23 -19 -16
!4.6-16.0 -2g -23 -19
I closing Type
To tat
I or
floor
Area 1 1-10) 1 0-63) 0.41)
1 mint a 1pointo 1points
1 46 1 .6 Toi
up to 1.3 1 +5 1 +6 +6
1:4- 2-2 1 +3 1 44 +5
2 1- 3.8 0 +2 +3
2.9- 3.6 -3 +1
l.JL- 4.2
5.0
571__ 5.6 v -lo
6.2
7.0- 7.6 :18 -12 1 -91
?.1- 8.2 -20 -14 1 -11 1
0-3- 8.8 1 -22 -16 1 -13
6.9- 9.5 -25 -14 -13
9.6-10.1 -27 -20 -16
10.2-11.0 -29 -23 -1 1
11::;-11.0 -33- 1 -26 .21
-12.7 -38 1 -29 -24'
12.8-13.5 1 -42 -32 _2?
13.6-14.3 -46 -33 -39
14.4-15.2 -30 -33 -32
I Glazing Typ*.
Total I
2 of I Sag&. I Obl. I Trpl.l
Floor I a - I U - 4 . I
Area 1 0.66- 0.42- 0.41 1
1-1-10 0.65 down I
up to 1.3
-1
0 0
1
1.4- 2.2
-3
-2 .1
+2
o
2.3- 2.0
-6
-4 .3
.1
2-9- 3.6
-9
-6 -5
3.7- 4.2
-11
-4 -6
4.3- 3.0
_14.
-10. 1;. , -8 1
3.1- 5.6-1
-16
-13 1 .-to I
$-1- 6.2 1
-19
-14 1 -12 1
6-3- 6.9
-21
-16 1 -13
to
716
-24
-13 -15
.7
8-2
-26 1
-20 -17
0-13
8.9
-26
-22 -to
11
#6 1 #7
83- 9.5
-31
-24 -21
9-6-10.1 1
-33
-26 -32
-1.
SC by
Of ion- 2 ?lest Area
tattoo - I
0 1 3.1 1 4.4 1 8.0 1 q..
to , I to 1, to I to I UPI
0 -.18 1 +2
0 1 0 1. o
e��. t 1;4 C!321 :.4 1, 1.
I I up
3.1 7.9 1 1
to
+4
1 0
0"
o
0
0 1
0
+2
o
0 1 3.1 1 4.4 1 8.0 1 q..
to , I to 1, to I to I UPI
0 -.18 1 +2
0 1 0 1. o
e��. t 1;4 C!321 :.4 1, 1.
I I up
3.1 7.9 1 1
Table 3 -ti. Rarlsoatal "02%
Length Out Ares..11 of fie -or
from Wall
ft I
1 6.4 up
0.6 - 1.0 1 , - " -3. i
0
Noweable Ifteuls �.l
two$. I of rise: ftim"
+1 +3
+4
1 3-.36
a
0
44
It
3 Y -Ay
a
.1
-60
-3
skylight
.1
to
to
to
to
.7
1.5
t
3.9 3.1
if
0-13
0
+1
.3.
#3
11
#6 1 #7
.13-.36
a
o
.37-.37
a
-1.
!83 up
-2
-4.
:16 1-201
Table 3 -ti. Rarlsoatal "02%
Length Out Ares..11 of fie -or
from Wall
ft I
1 6.4 up
0.6 - 1.0 1 , - " -3. i
0
Noweable Ifteuls �.l
two$. I of rise: ftim"
42
11.4 17.5
44
11.6 - 23.5
44
44
a
0 0
+
en c
en
,a cc
).-U
0 c
0 as
--r
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-
62
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F.
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1
log,
I.
so P.
z :t�
0 —1? .1 .0
om 's og 0 0 0 ft mo
a
a 0 0 ftuft ft ft -
0
41C
0 0 ft ft d" ft ft w w I* a a a ma 0 0 a w a 0 ft
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b
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— — — — — — —
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ID
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c 0
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is a 0 a a
+ +
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I
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0
40
*1
a 0 c ft 0
It
— — —
a- 0 Z Z
T Z
w
w 0 0
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i
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cocce
ft ft ft ft ft %
O'G,
0.0, 3
—
0 0 41, ft w 0 w 18 OR
cl:"tctlo
:
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ft -W 0. Z
ft v 11
ftft z -0
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W-40,08
00 00 0 a. E 10,
'0
cc 0*
0 0
+
en c
en
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).-U
0 c
0 as
;
--r
— — — — — — — — — — — — —
-
— — — — — —
CW
::u a 0 "C
c 0 t
— — — — — — — — — — — —
so P.
0 —1? .1 .0
41C
"a
a.
Uc u 926
30
+ +
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S
b
=wa 0 0
+ +
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— — — — — — —
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02
1
—
cam— S,
— — — — —
0 0
w .
c —o
c
;
--r
— — — — — — — — — — — — —
-
— — — — — —
CW
::u a 0 "C
—
— — — — — — — — — — — —
so P.
G
41C
"a
a.
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30
+ +
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+ +
— — — —
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— — — — — — — — —
— — — — —
0 0
w .
c —o
c
:01
96
b
a
am
J4
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ww
u
+ +
I v -. 2,:.,
u U
10
+
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dL
c 0
bb
I C
66
+ +
— — —
— —
— — — — —
— — —
--- — —
— — —
I
— —
— — — — — —
CW
::u a 0 "C
—
— — — — — — — — — — — —
so P.
G
41C
"a
a.
Uc u 926
ID
+ +
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+ +
— — — —
— — — — — — —
—
— — — — — — — — —
— — — — —
0 0
w .
c —o
c
.9
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ole.
ww
+ +
I v -. 2,:.,
u U
10
+
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dL
c 0
bb
1*0 1+0
66
+ +
T Z
—80
It
i
C, 0 C.0 0 01
cocce
O'G,
0.0, 3
—
C." 11
cl:"tctlo
:
- 11� _:
mel.'a
--- — —
— — —
I
— —
— — — — — —
CW
::u a 0 "C
—
— — — — — — — — — — — —
so P.
G
41C
"a
a.
Uc u 926
S
— — — —
— — — — — — —
—
— — — — — — — — —
— — — — —
0 0
w .
c —o
c
.9
am
J4
ole.
ww
A6
I v -. 2,:.,
u U
Ir
dL
c 0
bb
1*0 1+0
66
--- — —
— — —
I
— — — —
— — — — — —
G
"a
—
— — — — — — — — —
0 0
w .
.9
am
+ 4 4
I v -. 2,:.,
u U
Ir
c 0
bb
1*0 1+0
66
—80
I% ab
W-40,08
- - - WOW
m
1c;
.4 a
- - -
16
4D G�w 0, ap� 42
f -d
GLAZING PLAN TAKEOFF SHEET
TOTAL
NORTH TOTAL BLDG CONVERSION TOTAL %
GLAZING' FLOOR AREA FACTOR% NORTH GLAZING
4, x loo
SQ. FT SQ.FT.
3-7 South Glazing
QUANTITY - SIZE AREA (SQ. FT.
(a) wo" x
(b). x
(c) x
'(d) x
(e) x
in
Total outh Glaz g (SQ.FT.)
(a+b+c4.d+e)
TOTAL
SOUTH TOTAL BLDG
GUZING FLOOR AREA
x
SQ'.FT,. SQ.FT. -
CONVERSION
3-5 North Glazing
FACTOR
SOUTH GLAZING
QUANTITY SIZE
AREA (SQ.FT.)
(a)'
I. x 4-010
9
(b)
x 7p e7 4,v
14-
(c)
x S,02,0
x 5b (0 E�
(d)
x
X. 1 (0
(e)
I x �)Os
10� 1;,
x I t-5
Total North Glazing
�.?,.C_(SQ.FT.)
(e)
i."/ (a+b+c+d+e)
x
TOTAL
NORTH TOTAL BLDG CONVERSION TOTAL %
GLAZING' FLOOR AREA FACTOR% NORTH GLAZING
4, x loo
SQ. FT SQ.FT.
3-7 South Glazing
QUANTITY - SIZE AREA (SQ. FT.
(a) wo" x
(b). x
(c) x
'(d) x
(e) x
in
Total outh Glaz g (SQ.FT.)
(a+b+c4.d+e)
TOTAL
SOUTH TOTAL BLDG
GUZING FLOOR AREA
x
SQ'.FT,. SQ.FT. -
CONVERSION
TOTAL %
FACTOR
SOUTH GLAZING
100
%
3-9 Skylights
QUANTITY SIZE AREA '(SQ.FT.)
(a) x
(b) x
x
Total Skylig (SQ.FT.)
(a+b+c)
TOTAL
SKYLIGHT TOTAL BLDG CONVERSION TOTAL�%
GLAZING FLOOR AREA FACTOR SKYLIGHT GbkZING
x 100 %
SQ. FT. SQ. FT.
OWNER
,PERMIT NO-.
7/83
FORM 8
TOTAL
EAST '. TOTAL BLDG CONVERSION TOTAL %
IAZING FLOOR AREA FACTOR EAST GLAZIN(
x loo
SQ. FT. SQ. FT.
3-6 East
Glazina
qUANTITY
SIZE
AREA
a)
/' I
x 5 0 _5 (47
:(SQ.?T."
10.5
(b)
v -*2-
x 5b (0 E�
(.v(.0
(c)
X. 1 (0
x (00 (2 x
i Z5
(d)
x I t-5
x
EF
(e)
x
x
Total East Glazing
�UlS_(SQ.FT.-
(SQ.FT.,
(a+b4c4d4.e)
TOTAL
EAST '. TOTAL BLDG CONVERSION TOTAL %
IAZING FLOOR AREA FACTOR EAST GLAZIN(
x loo
SQ. FT. SQ. FT.
TOTAL
WEST TOTAL BLDG CONVERSION T ' OTAL %
1AZING FLOOR AREA` FACTOR WEST -GLAZING
[ q I - -
4(vb.2— -- x' loo %
SQ. VT. SQ. -FT..
q -V
11-8 West Glaz ing
QUANTITY SIZE
AREA (SQ.FT.'
(a)
x !12
S 0
(b)
x Sao
m
(c)
X. 1 (0
gz�
(d)
x I t-5
3 (p
EF
(e)
x
Total West
Glazing
(SQ.FT.,
(a+b+c4&e)
TOTAL
WEST TOTAL BLDG CONVERSION T ' OTAL %
1AZING FLOOR AREA` FACTOR WEST -GLAZING
[ q I - -
4(vb.2— -- x' loo %
SQ. VT. SQ. -FT..
q -V
OR?4 1%
OWAR [4, k06-15r� THERMAL VASS TAKEOFF SHEET
PERMIT NO.
Thermal mass: Materials which have the ability to store heat (typical types are masonry,
brick and ceramic tile). -
Thermal mass cannot be insulated from the interior of the building. (If covered by car-
pe;, cabinets, or enclosed in closets tb&, mass is considered insulated).
Thermal mass floors must have an exposed. and textured surfade-or design so that carpeting wi:
not occur. (Covering of vinyl or asphalt -tile and linoleum is permitted).
TYPE THICKNESS- -LOCATION' DIMENSIONS' AREA
6o Entry Floor X to SQ.FT.
.9ath #1 floor' x SQ.FT.
Bath #2 Yloor x SQ.FT.
Bath #3 Floor X SQ.FT.
Kitchen Floor x _SQ.FT.
Floor x SQ.FT.
g2jM e, K- 40 M F-Aaw FP x
Q.FT.
L
W V, (LM Fireplace— x sQ.FT.
"FAM, tzm." Fireplace X
Bath #1 Coun I ters q (0 , SQ. FT.
I x -z- __LP___LSQ. n.
Bath #2 Counters, x -J.- 0 --SQ. FT
Bath #3 Counters x 4
Kitchen Counters X 5,Y__SQ.FT.
Wall Shield '41 X SQ. FT.
Valle X SQ 0 FT.
Walls SQ.FT.
Walls x SQ.FT.
C.C(Ll TILE TLS S �W"L - 6AT14 3 x —SQ. Pr
5W11- x
sc SQ -FT.
x —SQ*pr.
1. f complian ' ce method proposed is other than,the point system (where thermal mass po'int
charts are avairable), use.calculation methods on reverse of this form to show thermal
mass compliance.
774.,C
11L
SIC
/o,3
vo;
7/83
RESIDENTIAL PLAN CHECKING GUIDE
(S.F., DUPLEX & MISC. ONLY)
Bldg.
OWNER 10,41 A. P.
GENERAL
7/85
Permit # f Y, .
# -;-1`0 /4/ 6 ZY'J�
,.,_-�Zpning requirements: (sideyards and number of permitted living . units).
valuation.
:� �.Plans signed by designer.
4. Energy Design and Compliance.
r.lx- Existing violations on property.
PLOT PLAN
��omplete parcel size and dimensions.
Setbacks, sideyards, easements, etc.
,,,31, Other buildings or structures.
Grading, fills, drainage.
Flood hazard.
Special conditions on creatio n map or compliance document..
FLOOR PLAN
,k'."^'Complete to scale plan with dimensions.
Required windows for light and ventilation' (Sec. 1205).
,-T.- Required windows for se'cond exit (Sec. 1204).,
,-4< Skylights (Chapter 34 & Sec,... 5207).
>-__'Human impact glass (Sec. 54:06).
Required room sizes, ceiling heights (Sec. 1207).
G.F.C.I.'s in baths, garage and'exterior outlets (Article -210-8).
Light fixtures, switches, receptacles, and exterior receptacles for maintenance of
mechanical equipment.
Locations of water heater, -heating and cooling equipment, other electrical or gas
equipment, and plumbing fixtures.
jDi- Garage firewall, door size, and closer' (Sec. 503(d)(3)).
JA-- 1 - 3'0" exterior exit door (Sec. 3304(e)).
,14'.- Fireplace and wood stove 'location.
4-r.— Smoke detectors (Sec. 1210).
STRUCTURAL DETAILS
F�undatiqn plan complete enough -,*.:to construct building.
Floor coinstruction details complete enough*::to construct building.
Elevations and wall construction details complete enough to construct.building.
Roof construction details complete enough to construct building.
Fireplace construction.details and calcs if necessary.
6. Sufficient data and details to satisfy energy requirements (State Law) (Form 1).
MISCELLANEOUS ITEMS TO LOOK OUT FOR
.A< ---Exposure I plywood on exposed locations and'overhangs
Stairway details: landings, rise and ru'n, head clearance, handrails (Sec. 3306).
:rGuardrail details (Sec. 1711 & 3306(j))..
-�Brick 'or stone -veneer (Chapter 30).
XExterior plaster - weep -screeds (Sec. 4706).
Proper roof pitch for roof covering (Chapter -32).
Rafter ties or bearing ridge beam. ry p,,"
RESIDENTIAL PLAN CHECKING GUIDE (CONT'D) 7/85
MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONT'D)
Garage door or porch header sizes.
c
,kr Adequate bracing.
Living area over garage - complete 1 -hour separation required on garage side
including supporting walls and posts, etc.
Two exits on three-story dwellings (Sec. 3303 & see Mezannines 1716).
12. Attic access and ventilation (Sec. 3205).
_!P3-_ Underfloor acce'ss and ventilation (Sec. 2516).
Wood stoves,'clearances, alcoves & 1 -hour shafts.
Combustion air for fuel burning appliances.
Noise requirements on duplexes.
Adobe soils - special foundation design.
Retdinin walls requiring design.
9
Unusual shape, size or split level house requiring lateral design.
ga—S(S-602 RESIDENCE
ROBERT S. HEATON, ARCHI EC SHEET NO. OF
20" Palm Avemie
CHICO, CAUFORMA 95926 bALCULATED BY -
(916) 343-80M -
CHECKED BY DATE
8CALE
7
. . ..... is
I-AAJ YS 6-E P,: 1* 1 3: S
L
Moer pj F
1 4- 1
-d 01
......... ........... ..........
00 .
7,
is
x
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...... ....
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s X&C
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b73
is
op so
W� box am um.
ir
ROBERT B. HEATON, ARCHITECT
SHEET NO. OF
20" Patm Avemie -------
-CHICO, CALFORNIA 959.26 IS '
CALCULATED Y-����
(916) 30-SOM
CHECKED 13Y DATE
SCALE
f
1 ��4w- bam am um.
JOS
ROBERT B. HEATON, ARCHITECT
2044 Palm Avenue SHEET NO OF
CHICO, CAUFORNIA 95926 CAL'CULATED BY I -ATE 2-/P7
(916) 343-8038
CHECKED BY DATE
SCALE
.............
............ ....... ..........
44
...........
.............. ............
x
��hx' &MM MM 01471.
JOB.- M s ik6;4�" —9 rrs/ Dawelc
ROBERT B. HEATON, ARCHITECT SHEET N 4 OF
2044 Palm Avenue
CHICO, CAUFORNIA 95926 CACCULA rED BY/09k rn-C-&V?1TE 7
(916) 3434038
CHECKED BY DATE
J�Iw— Wb., MM 01411.
V OK
0 Not OK
Not Applicable
Not Reidy MOBILE HOMES
Date/Initials MOBILE HOME UTILITIES (Plans) OK except Va
1. Zoning Requirements -Setbacks -Easements
2. Soils; Special MH Support Sketch
3. Sewer; Location -Test -Fall -C/0 Concrete
4. Water; Location -Test -Easement Needed (Sketch)
Electricity; Location-Cleareinces-Grrid-/ /Amp -Concrete
6. Gas; Location-Test-Wrep: / /"Ult.
/ /"Nat. or/ /%'X/ /"LPG
7. Well Clearance & Disconnect
& Utility Clearance
Date/initials MOBILE HOME, INSTALLATION (Plans) OK except #'a
1. Zoning Requirements -Setbacks Easements
2 Footings; Size -Spacing -Marriage Line
3.. Gas; MH Test-Demand-Valve—Connedtor
4. Electricity; MH Test -Crossovers -Breakers -Clearances
5. Drain; MH Test -Fall -Flex Connector
6. Water; MA Test -Regulator -Connector
7. Water and Sewer Connected -C/0 to Grade -HD Approval
8. Gas and Electricity Tagged
9. Exits; Insp.-Sketch
10. Cart. of Occupancy
MISCELLANEOUS
Date/initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'a
1. Zoning Requirements -Setbacks -Easements
2. Footings; Solls-Size-Depth-Spacing-Connectors-StooI
3. Decks; Griders and/or Joists-Docking-Bracing-Staim-Ralls
4. Wood Awn.; Posts-Beams-Rftro.-Connectors
Shthg.-Rf4.-Bmcing
5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6. Carports; Windows -Doors
7. Electric
8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses
9. Siding; Nailing-Venser-Stucco-Mesh
10. Roof; Shthg-Rooflng
11. Ext.; Steps -Doors -Landings
Date/initials POOLS (Plans) OK except #*a
)/Setbacks-Easoments
2.."Wis; Compaction -Structure Stability
2,"Pool Structure; Steel -Connections -Thickness
bead Men -Lining
ki–lec.; Receptacles and Lighting, Distances-GFI
5. -ffre�.; Pool Lighting; 15 volts-GFI
Oe-61ec.;Enclosures; Conduit Entries-Torminals-Listed
c.; Bonding; Metal w/5' -Circulating Equip. -Heater
§,�Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes -Enclosures -Pane lboards- Ins. to Main In Conduit
9. Health Department Approval
10. Plumb.; Cir. Test -Water *Supply Test
r. Z_q&$ GG
S� I f
V = OK
0 = Not OK
Not Applicable
Not Ready
RESIDENTIAL (Single & Duplex)
3
Date/initials UNDERFLOOR (Plans) OK except #'s
1. Zon Ing -Setbacks- Easements -Flood -Slope
2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth
3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth
4. Ftg., Porches & Docks; Soils -Steel-/ /Ftg. Depth
5. Stemwalls, Main; Steel-Blockouts-Wrapped
6. Sternwalls, Garage; Steel-Blockouts-Wrapped
6a. Hold Downs and Special Anchors
7. Slab; Steel -Wrapped
8. Piers -Fireplace Ftg.-Steel
9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test
10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test
11. Water Pipe; Test-Anchor-Regulitor-Service Test
12. Electric; Underground
13. Plenums & Ducts; Cleara nce-Material-Su pport- Ins.
14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples
15. Access & Ventilation
16,. Insulation
Date/initials PLUMBING (Permit) OK except #'s
I& Water Htr.; Vent -Access -Combustion Air -Baffle
17. Water Pipe; Test & Anchor-NaJI Protection
1& D.W.V.: Test -Fittings & Anchor -Nall Protection
19. Shower Pan: Test, First Floor -Tub Access
20. Test Tub & Shower, Second Floor -Tub Access
21. Gas Pipe; Size & Anchors
Date/initials ELECTRICAL (Permit) OK except #'a
22. Fixture & Transformer Clearance -Ins. Protection
23. Elec. Receptacles Spacing -Lights & Switches at Doors
24. Size Boxes & No. of Conductors -Stapled
25 . Romex Installed Close to Edge of Studs & CJ
26 . Equip. Ground made up w/Mech. Fastners-Bond G;W& Water
27 . 2 Appliance Circuts In Kitchen & Conductor Size/GFI
28. Subfeed Wire Size ga. Cu or AI-A.C. Wire Size ga.
Cu or Al
29. Range Circ. ga. Cu or Al -Oven Circ. ga. Cu or Al.
Insulated Neutral 0 Yes - 13 No
30. Service -Riser Conductors & Ground -Main Disconnect
31. Equip. Clearances Panels-Motors-Mech. 9quip.
32. Clothes Closet Light -Shower Light -Spa Light
33. Smoke Detector
Date/initials MECHANICAL (Permit) OK except #'a
34. A.C. Ducts Insulation & Support
35. Vent Fan; Exhaust above insulation
36. Condensate Drain & Overflow; Size & Grade
37. Furnance-Vent: Access -Comb. Air -Return Air Vent -1 15 outlet
38. Attic Access & Platform if Furnance in Attic
Date/initials FRAMING (Plans) OK except #'s
39. Sils, Proper Material & Anchors
40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound
41. Bearing Walls over Girders & Floor Nailing
42. Draft Stop in Walls (rat proof)
43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub
44. Headers & Beam -Size & Bearing
Date/initials FRAMING (Continued)
45. Hangers -Post Caps -Anchors -Connectors
46. Cing. Joist-Rftr. ties- Puri In4-roof Brac-Truss-Shthng.-Rtng.
47. Fireplace Ties or Type A Flue -Fireplace Throat clearance
48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions
50. Garage Fire Protection Framing
51. Property Line Firewall & Openings
52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits
53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
54. plywood on Roof Overhang -Attic Vents -Rafter OutrIggers
55. Siding -Nailing Veneer
56. Stucco Mesh -Drip Screed -Fd. Vents-UnderfIr. Access
57. Glazing Area -Glass Protection -Skyl Ights-Plastic
58. Shear Walls; Nailing -Bolts
59. Insulation -Walls -Ceilings
60. Infiltration -Walls -Windows
'Date/Initials FINAL (Plans) OK except #'a
61. Ext. Steps -Door & Sidelight Protection -Landings
62. Smoke Detector I
63. Furnace; Vents -Clearance -Comb. Air -Connector -
In Garage; Above Floor-Ducts-Mech. Protection
64. Bedroom Exiting
65. G.F.I. & Bath Fixtures & Tub Access -Spa
66. - Elec. Trim & Subpanel; Breaker Sizes & Labels
67. Stairs & Rails
68. Fireplace or Stove; Clearances -Hearth
69. Elec. Outlets at Wood Panel; Int. & Ext.
70. Kit.Fixt. & Appliance; Gmd.-AIr Gap -Cooking Clearance
71. Elec. Outlets & Receptacles at Kit. Counter
72. Garage Fire Door; Swing -Landing -Closer
73. A.C. Duct In Garage -Damper
74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.
In Garage; Above Floor-Mech. Protection
75. Plb., Elec. & Mach. Equip. Listed for Location
76. Elec. Receptacles In Garage; (G.F.I.)-Romex Protection
77. 1 nsulation-Foam- Looked in Attic 13 yes
78. Guard Rails & Deck Construction -Post Caps
79. Fdn. Vents & Crawl Hole Door-Drainag & Wood -Earth
Clearance Looked under Floor Yes
80. Following instid.; Drive 13 Yes 13 No; Walks 13 Yes 13 No;
Planters 0 Yes 13 No
81. Stucco; Brown -Finish
82. A.C. Unit; Disconnect, Electrical, Plumbing
83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearence to
Openings
84. Water Well; Disconnect, Electrical,'Plumbing
85. Exterior Elec. Trim; G.F.I. Receptacle -Underground
86. Ventilation Throughout House
87. Glass Protection
88. Corrections from Previous Inspections
89. Gas Test -Meters Tagged; Gas -Electric
90. Water & Sewer Connected -C/O to Grade -HD Approval
91. Energy Compliance Certificate -Other Certificates
Comments at Final:
_ I - �� i -_ -1 . . , " - . _ - . , , -1 .. . — _ , I �7111
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO.
7 County Center Drive - Oroville, Californi;95965 - Telephone: 916."538-7541
APPLICATION AND -PERMIT 3
ASSESSOR PARCEL NUMBER
042-590-045
ZONING
SR -1
BUILDING PERMIT
OWNER
Mr. & Mrs. Mitch Hoggard
TELEPHONE
895-3325
SQ.FT. OCC. BUILDING VALUATION
Est. 21,000.00
OWNER'S MAILING ADDRESS
601 Almond Grove Ct., Chico 95926
CONTRACTOR'S NAME
Sunshine Pools
TELEPHONE
345-4254
CONTRACTOR'S MAILING ADDRESS
705 Lawn Dr.,
Fireplace
,�`C ONSTRUCTiON LENDER
None
UNKNOWN
Total Valuation 1$ 21.QQQ.0)
---
Filing Fee $ 15.00
LENDER'S MAILING ADDRESS
Permit Fee $1,90-00
ARCHITECT OR ENGINEER
Bachman & Assoc.
LICENSE NO.
Plan Checking Fee $ 20-00
Energy Plan Checking Fee $
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Penalty $
BUILDING ADDRESS
Permit fee $919-00
PLUMBING PERMIT FilingFee 15.00
601 Almond Grove Ct., Chico
Each Trap 5.00
Solar or heat pump water heater 20.00
LOT NO.
5-
SUBDIVISION NAME
1
IPA P
/
Water piping 1 7.00 7.00
Each qas water heater or vent 7.001
USE OF STRUCTURE
SF[1 DuplexF-1 Mobi I ehome F-1 Other Pool
SPECI FY
Gas piping system 1 - 5 outlets 5.001
Building sewer 15.001
Mobile Home S I G
TYPE OF WORK
NewX_JX AdditionE] RemodelE] Utilities 17 InstallationEl Other
Describe work: Pnnl
qt -p
M,q- r gsn�-91
Permit Fee $22.00
Contractor
ELECTRICAL PERMIT FilingFee 15.00
Main service 600V OR LESS
200A OR LESS 18.50
Main service 200A TO I OOOA) 37.50
CONTRACTORS LICENSE LAW
I declare under penalty of perjury (check one):
I am licensed under provisions of Chapt. 9, Div. 3 of the Business
and Professi ns Code and my license is in fUll force and effect.
License No._?;16?S7_7 1?R -Classification
I, as the owner, or my employees with wages as their sole compen
sation, will do the work,and the structure is not intended or offered
for sale. (Sec. 7044)
0 1, as the owner, am exclusively contracting with licensed contract-
ors. (Sec. 7044)
I am exempt under Sec.—, Business and Professions Code
for this reason
NEW CONST DWELLING OCCUPM 3.64 sq.ft.1
OR ADDNS.* ( ACC. BLDGS.
N E - MULT'_OUTLET
W CONSTP @ 5.00
NON-R.SI., BRANCH CIRCUITS)
(POWER APPARATUS.&)
SINGLE OUTLET CIR
20 @ 760
Ex. Occup(OUTLETS OR FIXTURES IAL- 0 4F;A
OCCUP. FIXED APPLNS. OR
Ex. OUTLETS (RESID I 'A 3.00
Temporary service 15.00
Mobile Home Facilities 15.00-
Misc. Wiring Pool Elect. 1 -15.00 15.00
Permit Fee $ 30.00
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
The permit is for $100.00 (valuation) or less.
I have placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certificate
of Consent to Self -Insure.
I shall not employ any person in any manner so as to become subject
to the W. C. laws of California.
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
provisions or this permit shall be deemed revoked.
Contractor
MECHANICAL PERMIT Fi I ing Fee 15.00
Heating
Cooling
Hood 6.50
Ventilation
Permit Fee $
Contractor
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 Countyot
Butte to enter upon the above-mentioned property for inspection purposes.
I also agree to save, indemnify and keep harmless the County of Butte against
all - lia "*ies ' judqrnents, costs, and expenses which may in any way accrue
n __
ag aZ; d f t granting of this permit.
Coun in nrequence o
X 7:3
Date
Signature of Applicant Owner Li Contractor 9 Agent
An OSHA permit is required for excavations over 5'0" deep and demolition or construct-
ion of structures over 3 stories in height.
Mobile Home Installation Fee
Energy Inspection Fee $
OCC
CONST TYPE
TOTAL FEE $ 267.00
HAZ
I D FEES
IMP
FLOOD
I C111
PARCEL
I PD
I HD LOSSUV i
This permit is hereby issued under the applicable provi-
sions of the Butte County Code and/or resolutions to d*o
work indicated above for which fees have been paid.
A DIRECZ=C WORKS
By xlz� Date
PERMIT EXPIRES bate
..
Fi , 4eceipt NO./Z/30043
WHITE-D.P.W.. TELLOW-ASSIIS..11. P114.1-1..PICTO.. ..1...Ft0.-AP1LIC..T
0
COUNTYOFBUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROV LLE,cALIV-1 1 IRNIA95965 -TELEPHONE (916),538-7541
PERMITA I PPLICATION DATA SHEET
%low
OWNER 9-4 44 C/' "' A. P. No. 7'/_
Proposed Building Use, ^9474� Building Inspector C Date
At time of permit application, I was advised the following data m6st be submitted prior to permit processing and/or issuance:
DATE RECEIVED BY
1. All items have beeh submitted . ......................... * ................
2. Plot plans, 3/4 sets, signed by preparer of plans . ............................
3, Complete plans, 3/4 sets, signed by preparer of plans . ......................
.4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . .............
5.. Hazardous Material Form . ..............................................
6. Energy Design Compliance and supporting documentation . ...................
7. Statement of Intent for Non -Heated and A/C Buildings . .............. ........
8. Engineered truss details and layout in duplicate (requiredpior to plan check) . .....
9. Mobilehome data and manufacturer's ingtillation instructibris 2 sets� ...........
10. Fees of $ . .......... ................................
11. Impact fees as shown on attached schedule . ..............................
12. California Department of Forestry plan approval/fees .........................
13. Flood elevation letter (100 year flood) by California Engineer ...................
14. Sanitation and plot plan approval �. Health Department . ...........
15. City of Chico plumbing permit . ........................................
,16. Plot plan and business license approval from City of Biggs/Gridley . .............
17. Planning approval for (A) Use: (B) Parking: . .........
18. Contact Land Development about (A)Improvements (B)Drainage ............
19. Driveway permit (construction approval required prior to occupancy) .............
Pr" n
,Zlon requ
20. Pre -inspection for required. nspedor (Date)
21. Contractor's license information. (No., Name Style, Classification).
22. Certificate of Workmans Compensation Insurance . .......................... I
23. Owner -Builder Verification (Given to owner Mail to owner . ...........
24. Recorded copy of Agricultural Acknowledgement Statement . ..................
25. Letter�,of signature authorization . ........................................
26. Copy of recorded deed of parcel creation and 60 right of way to a public road ......
27. Letter of intent on building use . ........................................
28. Mobilehome utility clearance . ...............
29. Documentation of legal access . ..................... ; .............
30. Documentation of 50% subdivision developed or (A) Road improvements completed
and (B) Parcel meets zoning area and frontage requirements . ................
31. Existing violations/expired permits . ....................................
32. Plan check list . .............................................
33.
.34.
When you issue the permit, process as follows: Mail to owner. (_�ail to contractor.
Telephone and hold for pickup at office. Deliver with inspector.
Other
Parcel Creation
Acreage Applicant DateE-2C- 3
Copy of Haz-Mat form sent Health Dept. Fire Dept. _ Air Pollution Date
Copy of plans sent Health Dept. Fire Dept. Other Date By_
The following data must be submitted prior to permit issuance: (Circle new item not checked above).
1. Index permit for above items No.
2. Additional items required:
Contractor, designer, owner, was advised of above required data by _ phone - mail Counter by - Date
Contractor, designer, owner, was advised of above required data by _ phone - mail Counter by - Date
Plans checked by Date Plans approved by 49
Date
Sets of plans on hold in File cabinet AP folder
Copy - Department of Public Works
f
TO: B1.111ding Department
FROM: Environmental Health
SUBJECT: Sanitation Clearance
E.H. USE ONLY
Plot I'Ln Attached
I:Itjf)r I'lan Alladw
Sent to B.D.
A r<.,j V/0 / /Y q z -j-rf- 441-'
,X,0!34 --/ 6 ea,46 ct -
(Kner Location AP#
Plan Approved for: Sewage Disposal Water Supply:- PLiblic Private Well
Clearance for bedroom mobile home. Other
Hold final for:
Final clearance O.K. for:
NOTE
Environmental Health Specialist
8/92
Date
fill
L4 4J
LITI
a
THIS DESIGF HAS BEEN PREPARED FROM COMPUTER INPUT SUBMITTED BY TRUSS FABRICATOR.
TO . F TC X -LOC L -R1 ff.29 7.77 14.88: 22 -SO 29.12 33.71
, CHORD ZX6 FIR-LARCK SS
BOT CHORU 2XI FIR-LARCK *1 BC X -LOC L -R: ff.,L9 7.77 14.88 2,,-'." 29.12 33.71
WEtSS- 2X4 FIR -LARCH
STANDARD
:CONNECTOR PLATES MUST BE INSTALLEr IN ACCORDANCE WITH 1X4 *3 HEM -FIR, -OR BETTER CONTINUOUS' LATERkL BRACING TO
REQUIP PLEPORT *2949- BE EQUALLY SPACED, ATTACH VITH (2) 9D NAILS. BRACING
LEMENTS OF 1.1:-a.O., RESEARCH MATERIAL TO BE SUPPLIED AT�' AfTACHED AT BOTH ENDS TO A
SUITABLE SUPPORT BY EREC.-r- CONTRACTOR.
ALL PLATES ARE TO BE CENTERED ON' THE JOINT, LEFT TO RIGHT AND
TOP TO BOTTOK. EXCEPT WHEN LOCATED BY CIRCLE GR DIMENSION. UAL PANELS BETWEEN INSIDE ENDS
SEE DRAWING 130 FOR 'PLATE LOCATIONS ON TYFI�-AL JOINTS-" TRUSC DESIGNED WITH EQ
OF SCARF CUTS UNLESS OTHERWISE NOTED.
-IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS D BY TR.USS FABRICATOR PLATE
FABRICATOR Ta REVIEW THIS DRAWING PRIOR TO CUTTING� LUMBER TO PLATES SHOWN ARE CONTROLLE
VER:IFYL THAT ALL DATA, INCLUDING, DIMENSEONS AND: LOADS, CONFORM INVENTORY.
7_0 THE ARCHITECTURAL PL1t,4S/SP`ECIFICATIO,4S AND FABRICATOR S REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS.
TRUSS LAYOUT,
+ Bottom chord checked for 10 pSy J:Lv
V FO
(1) REVISED"7/17/87-SAK
.(Add hracing note) t 5X6 2.5Xq
(I),,- ,p, chord shdil be laterally
,braced vith properly connected. 7XG
purilus spaced at a maximum -of 2-SXq 4X5
:16" G-, G.
4-6-3
4X5
n1
I 5X'4 5AV6 3X8 4X4 BUTTE C'30-'U",�117(
2XG
R -1203t W_M"
R-12D3F, W- 3,SD- UILDING
"R 22-0-0
36!` O�. H. 44-0-0 Stubbed To 4-0-0
OVER 2 SUPPORTS
PLATE TYPE-41LPINE SEON-- 91181 FURNISH R COPY OF THISDESIGR TO ERECTION CONTRACTOR LF REV 13.0 7 DAM
vp�_ : FiLPINE ENGI E FRMJCTS, INC- . TRLSSE5 REW11K EXTREME CRRE DESIGN CRIT UBG
**IMPDRTRNT** sfm Nar m RESPONSIBLE FUR: Fw-f ORNING pi Poww., ERECTION W 0_rES3!U_ � �
_767r US TC LL 1G. () PSF DATE 04/2B/B7
IBRRCIPL, WOM TRUSSES:
.qT,W FR
OM THE5E SMIFICRTIOpa OR pW DEVIRTIuw FRM SRSCIMLSEE tim TP I E a
C= c=� THM DESIGN OR Fwr FRILLW_ M BUILD TFE TRUSS IN CONFORMWE CDVDiTART RECDMr1ENUATfW--R M SEE TC DL 15.0 ORVG CFIUSR427 07117004
VIM 'THE 'DURLETr CDNTIROL rMIX.7 ET TPI_ RLPINE CDNwEt-.TDRS THIS DESIGN FOR P9011IDNRL SPE' -ISL PEF4%-
EM
W
E
RD ]E
U - S S 1 E
PE' SE
GRUGE GRLYRNM STEEL UNLESS WNT BRACM, REMIREMEUTS. UWESS GfHERVISE
I
ARE rRaffCTLftM FROff 20 R C 0 BC DL + 5.0 PSF CR -ENG CWC
a S*XL BE Lf!7ERRLLT ORfCCO 110
SKWN" IIEETING� REOUIREMENTS OF 857n R4q6 GRF-CE fl- SHOWN, TOP CHUR ri, C:
OTHERWISE
AMr CopeNORS M &'IN FfCES AT EFICir �IOINT R010"LOCITIE AS V11H P"= -KT RT7FCHED "NOW SHERT"Imc, TOT. LD 36.0 PSF A LEN. 34-0-0
B
n
e --- I RIGID MIL11C OR' ; ING
wnwR- W&M OTHEWTSE: SKWW- BUTTM DIORD WITH US C MIS
C= SHOWW_ BERRI.-C WIDTHS W q DESIGN. OWO NOT E IS DUR.FRC. 1. 2` PITCH
STpjcMDS CWrQM!V1T4 FMIMLE FSOVISIENS OF RS SPECIFIED ON
TR
: &NUS -8Z RIC 671`411 CR'PCT-K DESIrN 917H FIRE RETW)SNr TRERIED L ER. 4t SPACING 24-0" TYPE: MMN - -
r= = C= r --t r= TPI -IFIr -DR WOW CrASTRUCTIEN
I &- - TRUSS- P 7fjj;_ -INS, .167. �M - MITEDWIL MSIGM SPEC _RTION r
V/�
La��
joa: TRIS' DESIGN HAS
TOP- CHO10 iX& Frk-LARCH- SS
S�T CHORD 2X* FIR. -LARCH #1
WEBS ZX4. FIPL-LARCH' STANDARD
W1- 2X4 #1 F.L.
CONNECTOR PLATES MUST BE INSTALLEU IN ACCORDANCE WITif
REQUIREMENTS OF I.C.S.,O:_ RESEARCH: REPORT *2c -149 -
ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND
TOP: TO aQTTOK� EXCEPT- WHEN LOCATED BY' CIRCLE OR DIMENSION.
SEE DRAWING 130 FOR KPLATE LOCATIONS ON TYPICAL JOINTS. -
REFER. TO DRAWINGS A103, AND A104R FOR OVERHANG� DETAILS.
+ Bottom chard cheelced for 10: PSF live load.
Single cut both ends. Z. 5X41
(I)OPTIONAL j:4 /-6X&
VAULT
DETAIL 20-0-0
5X9
2-SXq 7)(R
BEEN PREPARED' FROM COMPUTER INFUI ZiUbMl I Itu " �mvzoz, rmomi-
TC X -LOC L -R: 2r.29 5.32 10-11 14.15 22.28 Z7.85 33.71
BC X -LOC L-Rz 0.29 9.97 13.97 2Z.ZZ 27.85 33.71
tooIX4 #3 HEM-FiR OR BETTER CONTINUOUS LATERAL BRACING TO
BE EQUALLY SPAC I ED. ATTACH WITH.tZ) 80 NAILS. BRACING
MATERIAL TO RE SUPPLIED AND ATTACHED AT 80TH ENDS TO A
SUITABLE SUPPORT BY ERECTION CONTRACTOR.
IT IS THE RES PONSfBILITY OF THE BUILDING DESIGNER AND TRUSS
FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO
VERIFY THAT ALL DATA. INCLUDING DIMENSIONS AND LOADS, CONFORM
TO' THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S
TRUSS LAYOUT.
(1) RDT. 5/4/87 C.W.C. (vault dezail) RF5
(Z) REVISED- 7,117 / 8 7-SAK- (Add bracing note)]?):,s
Stkpt 3jeo (2)Top chord shall be laterally
1,;- 14 teoa� braced with properly connecred--
5X5 2 - SXff purlins spaced at a maximum of
12 16" 0. C.
f F0
A
4X5
BU-FfE G0.,1j-,m%rr(
2Xq
R -120:f# -V- B-11JILDIINIG
LF REV 13.0 1
DESIGN CRIT 11gr R E-- R427--5651
TC LL 16.0 PSF DRTE 04/L8/E7__
TC OL 15. 0 PSF ORVG CFLSR427 871-17001
BC OL S. 0 PSF CR -ENG CWC
OT. LO. 36. 0 PSF 0/8 LEN. 3q-0-0
OUR. FRC. 1.25 itch: 5/12
SPACING 2q.0' TYPE SPEC - -
_j
E
)AJ
R -1203;t 11- 3 -SD -
(117) Oz
22-0-D 12-0
36" G.H.
INPUT SUBMITTED BY TRUSS FABRICATOR. -
TOP CHORD' ZXG FIR -LARCH SS TC X -LOC L -R: 0 29
12.22 18.90 23.78 25.71
10-0-0, 4-0-01 _C1
18-99 25�171
CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH TRUSS DESIGNED WITH EQUAL
PANELS BETWEEN INSIDE ENDS
�REQUIREMENTS, OF r.C.R.O. RESEARCK REPORT *Z949. OF SCARF CUTS UNLESS OTHERWISE NOTED.
OVER SUPPORTS
ALL PLATES ARE TO 85 CENTERED ON THE JOINT, LEFT TO AND IT IS THE RESPONSIBILITY OF THS BUILDING DESIGNER AND TRUSS
PLRTE TYPE--RLPINE
SEQN-- 9117S FURNISR A COPY
OF THIR 5GSIGN TO ERECTION CONTRR - CTOR_
FuiNE ectwEREO KDOUCTSr lw--
*fi1Kn0RTRNT-** s�-nL irr es REvoNszaL-- FOR Fwr
T;w_-;SES REXIRE ExTum DIRE
WRRNING I?i MW_J�C, ERECTION FM
�0_
Fnm THS-. Sn=� ImnDs OR my WIRTIM RM
-UMMM
M BUILD THE M;SS IN cow
BRfCI?G.SEE TXT -75-, Mmviu Mcm TIMSSSSES;
carai Fa Fw CMV"TICS1S--TPI)_ SEE
T f RE
C=
THIS DESIDN M FW FRILURF
THE MUFLnT CDNIRUL MM-:* by TP r- ;;L?D�;E C%kEUMS
THIS DESIM FER FODETIONPL SPECIFt PERMA-
E:= r
C=
WITH
PiRE .09SMTURED FROft 20 GRUGE WLVM tZED STEEL U?�S
b"T SMING REDUMMENW- t"XSS OTHERWISE
TW aiORD DfCL fW LRTEMLY MUCED,
47
C= r=
OTTiONISE SHM-A, 11EETIW REmnwoits Or F&T& wig CZM A�
FppLT C0NpjErTq_W TD BM FriCS RT EPC9 -GrKT " LMM FS
SF.Lw,
WITH PROMLT ATTFCrED PLYWOOD SHERTHING,
Its Ck,
(I)Top chord shall be laterally 1,
c 022962
SHOWg. BERRIN�, WIDTHS fW- W' NGMINRL UNLESS UTHERg_ Sr- qjWK_
asism STR&,P-w CDfMq WITH MKIMLE PRWISIGNS &F
BOTTOM cHOF& VITm RIGIOMILIMG M BMING
RS SPECIFIElY ON DES194 MAOT'USE THIS
2-SX4
mas-SZ FWD &7?r-79i OR PCT -W.
: DESIGN UM FIRE RETnRDW TWMTED,�M-
0-,. G. ar fluSk 7XG
TRUSS PERTE PSTITWE. WiS - ?AT1OP§4_ OESjGN SPECTFIMT IGN FCR VtXXT VnWTKCr
4X5
BU-FfE G0.,1j-,m%rr(
2Xq
R -120:f# -V- B-11JILDIINIG
LF REV 13.0 1
DESIGN CRIT 11gr R E-- R427--5651
TC LL 16.0 PSF DRTE 04/L8/E7__
TC OL 15. 0 PSF ORVG CFLSR427 871-17001
BC OL S. 0 PSF CR -ENG CWC
OT. LO. 36. 0 PSF 0/8 LEN. 3q-0-0
OUR. FRC. 1.25 itch: 5/12
SPACING 2q.0' TYPE SPEC - -
_j
E
(117) Oz
Sbi,
TRES DESIGN HAS BEEN PREPARED FROM COMPUTER
INPUT SUBMITTED BY TRUSS FABRICATOR. -
TOP CHORD' ZXG FIR -LARCH SS TC X -LOC L -R: 0 29
12.22 18.90 23.78 25.71
1910T CHORD ZX4 FIR-LARCR *1
WEBS 2X4- FIR -LARCH STANDARD RC X -LOC L.-Rz ff-29 9.32
18-99 25�171
CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH TRUSS DESIGNED WITH EQUAL
PANELS BETWEEN INSIDE ENDS
�REQUIREMENTS, OF r.C.R.O. RESEARCK REPORT *Z949. OF SCARF CUTS UNLESS OTHERWISE NOTED.
ALL PLATES ARE TO 85 CENTERED ON THE JOINT, LEFT TO AND IT IS THE RESPONSIBILITY OF THS BUILDING DESIGNER AND TRUSS
�RIGHT
TOP TG BOTTOM-. EXCEPT WHEN' LOCATED V! CIRCLE OR DrMENSIOK_� FABRICATOR TO REVIEW THIS
DRAWING PRIOR TO CUTTING LUMBER TO
SEE DRAVINC t3kF FOR "�PLATE LOCATIONS OH-TYP'ICAL JOINTS.* VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS. CONFORM
TO THE ARCHITECTURAL PLANSISPECrFrCATIONS AND FABRICATOR'S
PLATES SHOWN ARE CONTROLLED BY TRUSS FABRICATOR PLATE TRUSS LAYOUT-
IfiVENTOkY. REFER TO DRAWINGS A193 AND A1.04R FOR OVERHANG DETAILS.
+ Bottom chord checked for 10 PSY live load.
c
(1): RMSED-7/17/87-SAKE
ROO
(Add bracing note)OF5
Its Ck,
(I)Top chord shall be laterally 1,
c 022962
Draced with properly connected 2M
2-SX4
pur1lus spaced at a maximum of
0-,. G. ar fluSk 7XG
2 X S
3X4
q -B-3
6X6
BUTT E COUITN
2-5X4
R-3159� V- 3_5D-
R-9155: V- 3do- 4A 11 L:
UILDING DET111" �-'A;E
18-0-0, -0-0
N
36"' O.H. 36-0-O'Stubbed To
26-0-0
OVER 2 SUPPORTS
PLATE TYPE --ALPINE SEON-- 91177 FURNISH A COPY OF THIS OESIGN_ TD ERECTION CONTRRCTOR LF
REV' ,3.0,7 szkE - r=
**IMP0RTRNT1* FDL4?XTwNGT BE RESPONSIM-Ir FOR
TqUSSES REC.)IRE EXTREME CRRE
w RRNING IN HR4XTf&, ERECIEDN FVQ
A.1%,
OESIGN CRIT U
REF RL427--56
T
C= C=3 C=
MfIRTUA FROM THESE SPECIFICATIONS OR MT MIRTEON FROtt
BRFCIhG.SEE MPKI?Z 1irM TRUSSES'
_r
IC LL 16.0 PSF
DATE 04/
CRWG CFAJSRq27 87117002
r� r__7
DESIGN OR FOY FRILURE TO, BUILD THE TRUSS IN CGNFDRrPJ4CE
aWlEuTFIRT FfaRECD7VdMT1C*S_#TP11- SEME
PEFM-
TC DL is. 0 PSr"
simf TtE -ouxm =wRcL mov, ey, rpi- apiw_ cow*=RS
THIS, DESIGN FOR FMITIOWL SPECTa
CR. -ENG
aE rF#jFRCRREU. FWA M GRA;E Ga _Wwrzm STEEL L4LEss
MEET�W REUJIRMN75 OF RST.1 R496 &TRDE 8-
tMESS a RUSE
WgT sRFcING� RmiREmIs. Ad.Emrs crwwwi
SKVN, TOP 04COD 94ALL HE LRTERFLLT BRFCEG
47 -1
BC OL + 5.0 PSF
O/A LEN 26-0-0
IN
STHERVISE SHOW,
wPL-r ewenizoris To am Fw.Es RT EFr-q: jaw Fm uXRTE RS
VITH PRDKFLY RTTPCK-o PLYMM SNERTHING,
TOT.LD. 36. 0 PSF
C=
USS�
WRI?C WUITHS ME 4- NMIPEL L#KSSS OTHERWISE SA�W�
USISm: STM -MM MWFORIM WITH FPPLIUaLE PROVISIONS OF
1801TEM MOM VETH RIGID CEILIC OR NFLING
TIM"
RS, SPECIFIED ON DESIGN. DD hOT USSE, WS,
OUR.FAC. 1.25
PITCH SiO/12
SPACING 24.0"
TYPE COMN
OWS-M FND w7r-73 OR Pa -130-
DESIGN VETR FIRE RETARORNT TRE LtrBER.
TRUSS P RTE INSTITUTE. NDS N411014F#_ DESIGN SPECi;rLCATICN FCR VD00 CCN5TRUC1jCN
r=
67
Wily
I HIM
WON
C
iat CHK
This deslagu has been prel3ared from cam-pu
T.CP CHORD ZXG FIR -LARCH *Z
BOT CHORU ZX8 F`IR-LARCH SS
WEBS 1X4 Flk-LARCH STANDARD, EXCEPT AS SHOWN
;WI -2X4 FIR-LARCR *Z
CONNECTOR PLATES MUST BE INSTALLED I'RACCORDANCE WITH
REQUIREMENTS- OF I.C.,&_O. RESEARCH; REPORT *Z949.
ALL PLATES. ARE TO BE CENTERED- Off THE JOINT, LEFT TO RIGHT AND
TOF TO 8OTTOK, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION.
ISEE DRAWING 130FOR wPLATE LOCATIONS ONTYPIZAL JOlrv'rS.'
IT IS THE RESRONSIaLrLITY' OF THE RUrLDIN(; DESIGNER AND TRUSS
FABRICATEOR TO REVIEW THISDRAWING PRIOR TO CUTTING LUMBER TO
VERIFY THAT ALL DATA, INCLUDING DIMENSrONS AND LOADS� CONFORM
To THE AhZHITECTURAL PLANS/SPECIFrCATIONS AND FABRICATOR'S
LAYOUT�
nailingibolting schedule shownabove,
In addition to: 3e
14-16d nails as shown by circles for force.transfer :at)�,
concentrated load point.
+ Provide spec;Lal hanggr or connectlork for ZZ86#.
4X9
'Soul 007 VC? -ic - F
S1, *P � A/ds 4;7 ay
All niils specified are common
i2
wire nails. 5.001
00
.nput submitted by truss fabricator..
mmw�
TC X -LOC L -R: 9.29 6.93 12.47 18*0ff 23�53 Z5.71
BC X -LOC L -R: Z.29 6-93 12.47 18-00 113-53 25-71
3 COMPLETE TRUSSES REQUIRED F=
AS EACH LAVER IS Ae7'LTED.
FASTEN TOGETHER WITH 4 16D NAILS
TOP CH ------------------ 9" O.C.
WEBS - ------------------- 120� O.C_
BOT CH ------------------ 3" O.C. STAGGERED
NOTE: 11) 1/2" DIA. THRU BOLT MAY BE SUBSTITUTED
FOR (ZI-16D NAILS IN EITHER TOP OR BOTTOM CHORDS* -
TOP CHORD BOLT SPACING NOT TO EXCEED IS' O.C..
NOTE: LOCATE STAGGERED BOLTS Z' FROM OUTER EDGE OF CHORD-.
THIS HIP GIRDER DESIGNED TO CARRY 44' 9' HIPSET WITH ol HIP
AT 4' ff* SETBACK FRAMING TO BOTTOM CHORD FROM ONE SIDE,
AND. Z' Z* SPAN FROM OPPOSITE SIDE FRAMING TO TC/BC SPLIT.
15P 0 to 0 (1)REVISED-7117/87-SAK- (Add
5Xq 7�- AV f 5xq bracing note) Ac, -
12 (1)
Top chord shall be laterally
braced with properly connected
1OX10 purli-ns spaced at a
maximum o 1 0.
4-
V 4,
01
M
8X8
8x8
n
US
§!)TTE CGUNITY
R -93714r, li- -3.50-j
R -10319t
V- 3-50
+ 2286#
18-0-0 B-0-0
To
4 pill
36-0-0 Stubbed
—26-0-0
OVER 2 5UPPORTS
'PLRTE TYPE --ALPINE SUN— 313133 FURNISH* R COPY OF THIS' DESIGN TO' ERECTION CONTRRCT67RZ ]�F
REY C.D.7 PPSAII scal - 0.2ma
RPM 061SEEFEG PREOWTS, M_ TRLWES REWERE EXTREnE D;RE
**IMP0RTRNT** OE RESPUINSIME FOR! RNf WARNINGIN WJOLIM, ERECTIOR AND
T ' REF
DESIGN CRI REF 565Z
s-ftLNGT
rz spninr 106
ouwiw Fmn Tw AT. OR FNY DEVIRTION FRM
aMiNG.SE-_ �M-M-,UIRFICING WOW TRUSSES:
"F
0 DATE
TC LL 16.0 PSF DATE 04/28/97
r-= THM� DESIGN- Upr FXY FRIUJFtE TO BUILD. THE TRLSS Ift CCNFCRrR%CE
T�
'JITH TW_ -DUFLEIT CCNTR!)L MLIFL- ST TPL KpIFE MWCMRS
COMENTART FtM RECEME?ZRTIGkS#TPI) SEE
THZ- 001M FUR FODITIDNAL SPECIFIL PEF&VA-
0
5 0 PSF
TC OL 15. 0 PSF -.G: 87(117)007
7
SK jv#&*rcnAW FRW 20, GRZE MMANtMa STEEL Mm
wur emcm Rmutwmws. UNLM OTHERWISE
7
PSF CA -ENG
BC DL 5.0 CC kFz
qF CR E
5 0 P_
TbE
-,jT�aVjS1kSKW. MEE71W REDUIRErMs OF fisTa FAqS 5qrjDE fl.
CawaE761S M BOT9 FRCES AT VCH JOINT FOG UXRTE 05
SKYR, TOP CWROr %I%L EE LAT ERMLY BRFCED
WEIM
0 PSF O/R
TOT.LD. 36.0 PSF O/R LEN. 26 -0-0
376
SHOW. ME 41 UMIWL toam 07)CMISE SMW14-
BEARUG VIDIK
Et IPMISIGNS OF
TRUS MISm SIIWF�M CMEM WIM WKICFa-- p
TRUSS - 'I
WITH RIdIff CEILI I
MUM 0010 W. OR SR
FIS SPECIFIM OR DESIGN. DOND T
t
FAC. 1.25 PITCH 5.0119
1 2 5 P ITI
OUR. -
oW-821 f4a *M-70 M, PCT -W,
r—
DESIG9 VITH FIRE RETARDPINT TRERIED L
Spacing:See above TYPE Girder
ov Typ
ee a e
=3 C=
Mr -1 PLRTIS INSTITUTE, NCS - NATIDNFIL DESIGN SPECIFICATION �GR YOM, COWSTALCII
JOB: 10268
THIS DESIGN HAS BEEN PREPARED FROM CO10_-PUTER INPUT SU13111ITTED BY TRUSS FABRICATOR -
TOP. CHOKY iX6 FIR -LARCH SS
SOT'CHORD ZX4. FIR -LARCH *1
WEBS 2X4 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
TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION.
SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS.*
'TRUSS DESIGNED WITH EQUAL PANELS BETWEEN INSIDE ENDS
OF SCARF CUTS UNLESS OTHERWISE NO -,-ED.
IT IS THE RESPONSIBILITY Or THE BUILDING DESIGNER AND TRUSS
FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO
VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM
TO THE ARCHITECTURAL P"INS/SPECIFICATIONS AND FABRICATOR'S
TRUSS LAYOUT.
Conventional framing _s not the responsibility of the truss
designer, plate manufacturer, nor truss fabricator. Persons
erecting trusses are cautioned to seek advice by local
professional engineer regarding conventional framing.
2X4 #2 F.L. ledger. Attach to vertical and to top
�21( 4
- - i�
chord with clusters of 16d nails as shown by 2.5X4
circles. 7X6
Note: Special handling care shoul 12
erection. See warning" note
be takeh during shipping and )elow
A-11 nails specified -Xq 4
ar!a common 2
wire nails. 3X8
1.5X4 2.5X4 5X8
36" O.H.
R-3181# W- 3.50-
L4-0-0__�
TC X -LOC L -R: 0.29 4.00 Iff.gia 16�Off 22-99 28.Zff 34 -OZ
42.8Z 43.71
BC X -LOC L-Ri 9.29 4.Hjkr ljor.off IS.,jorff ?_2.Zff 28.Zff 34,.92r
4.0-99 43.71
2 COMPLETE TRUSSES REOUIRED
FASTEN TOGETHER WITH z 1,6D 'NAILS
TOP CH ------------------- 16" O.C.
WEBS ------------------ 12" O.C.
BOT CH ------------------ 16" O'C'
NOTE: (1) 1/2" DIA. THRU BOLT MAY BE SUBSTITUTED
FOR (2)-16D NAILS IN TOP CHORD ONLY..
TOP CHORD BOLT SPACING NOT TO EXCEED :18* O -C --
THIS BOSTON HIP DESIGNED TO SUPPORT 4' Z* JACKS WITH NO �iEBS
PLATES SHOWN ARE CONTROLLED BY TRUSS FABRICATOR PLATE
INVENTORY.
REFER TO DRAWINGS A103 AND A194R FOR OVERHANG DETAILS.
(1) REVISED-7/17/87-SAK- (Add bracing note)t,-,L--
7X6 4 H+,? 0 Ile (1) Top chord shall be
q06 � laterally braced with pro-
2�/ a �5X)l -41: - - - - - 7X8 per,ly connected purlins
spaced at a maximum Of-, Wz--D C -
5 0
�O
3X8
22-0-0 _ 1 ?2-0-6.
OVER 2 SUPPORTS
PT IGN TO ERECTION C
'LATE TYPE --AL LNE SEON-- 91185 FURNISH A COPY OF THISDES
FLPINE ENG MIERED PRWUCTS, IKZ- [RU—,ES RErAJIRE EKTREIIE CARE
C=3 =1 **I MPORTRNT** SHALL tiu BE RESPONSIBLE: FDA ANY I WRRNING 'iti HANDLING, ERECTION AND
r --- T r__1 `3 DEVIRTION FROM THESE SPECIFICRTIONIS OR FtIT DEVIRTIDN FROMI BfIRCING-SEE -5V I -7s-, (BRACING VOOD TRUSSES--
mzz = TpIS CEsIGW DR W FAILURE Tri BUILD T14E TRUSS IN criNFORM;kCE I COMMMI'My AND RECWMENDRTIC[hS-&TPI) - SM
r -i =1 V1 , IN THE -aUALIT1r CONTROL MAO-- By TPI- ALPINE CDWZCTDRSj THIS OESIrJ1 FDA FWITIONRL SPECIAL FERMR-
C= ARE MMuFAcTURED FROM 20 GFAJGE MYRNIZEO STEEL UINLESS I NENT BRACING REDUIRETIENIS- UNLESS OTHERWISE
vIsE sqAjw., MEETING RECUIREIIENTS OF FSTM R446 GRADE R. S409N, TOP CHORD SHALL BE LFITERRLLT BRACED
LPIN OTHER TE AS 911H PRCPErd-Y ATTKjfO PLY90DO -�HERTHING,
RPPLY C(INNICTOR.1 TO 80TH FACES AT EACH _X)INT ANE) LDCR
OTHERWISE SwAw. BOTTOM CHORD WITH RIGID CEIL]ING OR BMING
SHOWM, BEARING OhTHS RK 4- NMINFL UNLESS OESIrN. DO NOT USE THIS
DESIGN STAkMRSS CCkFDR0 WITH FPPLICRBLE PROVISIONS, OF AS SPECIFIED On
TRLSS RE RErFiRDPXT TREATED LUMBER.
NDS-eZ AND #IPI -79 OR PCT -60. DESIGN 917-,1 F1
---TPI - TRUSS PLATE INSTITUTE� WS mqTIGNAL DESIGN - SPECIFICATION FOR WOOD !:DN5TRXTICN
PI
a
5X8 2.5X4
B611-fi.- COU�`I_P(
REV 13.0.7
2. 5X 4
7/Z -
t_5Xq
R -31,311t W- 3-5D"
4-0-0 -1
z'�6
TC LL
16j) PSF
eR J.
TC DL
15. DPSF
BL DL
5. 0 PSF
TOT.LD.
36. 0 PSF
OUR. FAc.
1_25
Set -back:
4-0-0
O/F1 LEN. 1414 -0 -
PITCH 5.0/_
TypE Boston H�;
Cm rpiniiT 4:Z11RMTTfED BY TRUSS FABRICATOR
JOB,r 1017Z THIS DF-SiGN "A'zb t$r-r-tx F"
TC X—LOC L—R: 9.29 5,32 10-05 13.71
TOP' CHORD ZY.6- FIR—LARCR SS
80T CHORD- 2X4 FIR, -LARCH *1 BC X—LOC L—Rz 9.29 5.32 IRr.1,5 13.71.
WEBS ZX4 FIR -LARCH STANDIkRD
Op' CHOP
D
OT CHORD
WERS
IT IS THE RESPONSIBILITY OF THE SUILDIAG DESIGNER AND TRUSS
tONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH FABRICATOR TO REVIEW THIS DRAWING PRIi'-. TO CUTTING LUMBER TO
0 () t
,REQUIREMENTS'z OF I.C.8-0- RESEARCH REPORT *Z949. VERIFY THAT ALL DATA, INCLUDING DIMF-V�-.ONS AND LOADS, CONFORM
L
A L P INT. LEFT TO RIGHT AND TO THE ARCHITECTURAL PLANS/SPECIFICA01KNS AND FABRICATOR'S
FLLPLATES ARE TO RE CENTERED ORTHE JG
0 Tn ;tr
TOP TO BOTTOM, EXCEPT WHEM LOCATED' BY' CIRCLE OR DIMENSION- TRUSS LAYOUT.
-SEE DRAWING 13JO FOP, 'PLATE LOCATIONS ON TYPICAL -JOINTS.- REFER TO DRAWINGS A103 AND Al2r4R FOP, OVERHANG DETAILS.
Bottom chord checked for 10 PSY Uve load. sev "
(1) RE71SEli-7/17/97-SAY,
(Add bracing note),�,.,, SIMI TF Co",
2.5X4
(I)Top chord shall be, laterally BULD-INY2 D -T,-�
braced Wit"fiL properly connected,
r1ins spaced at a max1mum of
pu q 12 :F
LJ
2 5vA '4
3X4
I _5X3 3X7
2X4
R-qB31t W- 3.5D'
K- 4 19; 3 fF�, W- 3-50-
36-!` O.H.-
OVER 2 SUPPORTS LF REV 13.0.7
FURNISH A CDPY OF THIS DESIGN TO ERECTION CONTRACTOR
PLRT E TYPE--FILPINE SEW— 914 , 24 FLPME NEERED PRODUCTS, 1�-- TRUSSES REWIRE EXTREME ME CRIT UB REF R427=5ZE
SHML WT BE RESPCNSIBLE FORwi WARNING 19 WINDILM, EfiECTICK M
**IMPORTANT** D& OR MT GEYIRTIDN_ FRM 8K:Cj�r_Sa -Bi[T-Ir, tBRFkCINI; VMD TRLWSE5-- TC LL 16.. 0 PSF DATE 04/2B/8Z_
C-1 M,IRTION FROM TWESE SPECIFIMT1
IES "3N REF
C AT
I I TFE
L '
OL D
ORIME ComIMMY FND REMTENORTIDNS-6711- SEE C
TMrs DEsIMtR FWY FRIURE TO BUILD M TiaSS IN COOF TC OL i5.n- PSF DRWG CAUSR427 87118017
�S
C= THIS DESIGN FOR FMITIDWL SPECIRL f'EFM-
jTrK TW -cjFL1TT' C13NTROL tMIL7 BT TPI- FLPI)E CD*EUGFS IVEWS LW_ESS: 0 VISE
paE rff&FRCTLM FROM 20, UXX;E MVRNIZED STEEL LMESS N& T SRACIFJG� RSDUI - THEXR 7 BC DL 5.0 PSF CA-EhNG !�S
C= rEMW- RMIRMENTS OF RSTR R44S GRPjW a- SHUN, TOP aQRD SHFLL BE LRTERFLLT BRFM T 0/� L
C= ()TIERVISE --am, -0-0
wnr cDwjMTuR5 To BOTH FFCES HT M, jDIkT RM. LDCRTF_ Fr. 01TH MrERLT RTMCHO PLY90M, SHERTHING, TOT.,LD. 3 Lei. 0 PSF O/P. LEN. I
op"M CMM WITp. RIGID MUM OR WC;W, DU 8 P1 tc
KRRING� VIDTHS FRE 4 - NGnIWL z�LESS OTMUISE S"4 DUR. FAC. 1.25 Pitch: 12
PROVISIONS OF FS a?aIFIM ON DESICK. M NOT USE THIS
TRUSS: DMIM STPiADFRDS CWM OW -9PPLICPQ DESIGN VITR FIRE RETFaDmT TREFITED LIMBER. SP I It TYPE SPEC
*SOS -13Z RM *7PI-78 OR KT_BG_ RUMEN 7 SPACING 24�0- TYPE
4--Tpr - TRUSS "TE IhSTTME� NOS - FFTIMML DESIGN SPECIFICETION FUR W= CMDN
Dazoliorn aDnM rnMPIITPR TNPUT SUBMITTED
BY
TRUSS
FARR ATOR_
05i
THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT SUBMITTED BY TRUSS FABRICATOR. -
JOB: 19264, -23 43.71
TC X -LOC L -R: 0.29 7.77 14.88 22-00 29.12 36.
TOP CHORD ZX6 FIR -LARCH SS
-BOT CHORD ZX4 FIPL-LARCH *1 BC X -LOC L -R; 2r.29 7.77 14-88 22.0ir 29-12 36.23 43.71
WEBS . 4 FIR -LARCH STANDARD DANCE WITH IX4 *3 HEM-FiR OR BETTER CONTINUOUS- LATERAL BRACING TO.
ICONNECTOR PLATES MUST BE INSTALLED IN ACCOR BE EQUALLY SPACED. ATTACH WITH (2) 8D NAIL&. BRACING
R-OUIREMENTS OF I.C.B4O� RESEARCH RF?ORT *2949. MATERIAL TO BE SUPPLIED AND ATTACHED ATSOTH ENDS TO A
ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND SUITABLE SUPPORT BY ERECTION CONTRACTOR.
TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. ESIGNED WITH EQUAL PANELS BETWEEN INSIDE ENDS
SEE DRAWING 13.9 FOR *PLATE LOCATIONS ON TYPICAL JOINTS.' TRUSS D
OF SCARF CUTS UNLESS OTHERWISE NOTED.
IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS
FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO PLATES SHOWN ARE CONTROLLED BY TRUSS FABRICATOR PLATE
VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM INVENTORY.
TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S REFER TO DRAWINGS A1,93 AND A104R FOR OVERHANG DETAILS.
TRUSS LAYOUT. I U A 'k� 1-aken during shipping
+ Bottom chord checked for 10 PSF live load.
(1) REVISED-7/17/87-SAK
(Add bracing note)
(1)Tou chord shall be laterally
braced with properly connected
purlins spaced at a -maximum
of 16" O.C. 2.5X4 12
5.00
m% Fa V,
3X8
V_ 3.50 -
'Note: Special- P_anG-Liu9 care s UU
and erection of trusses. See "warning" note below.
Spin iovoll*
7X6 -ri.le. Rod BuTrE couimrr�
B 411G
UILD!
7X6
7X6 2. EZV,4 �41
Do r"it u
12
5_00
3XB
5X8 3X8 5X8 1.5X4
R_1553tt V_ 3_5D
2-2-0-0 1 22-6 -0
14-F REV 13.0.7 SCRIS - D-1975
J.
TC LL
16.0 PSF
DATE
JL
DRWGrWMq27'871I7W5
TC DL 15.[)PSF
OVER 2 SUPPORTS
:
PLRTE TYPE --ALPINE
SEON-- 91183 FURNISH R COPY
OF THIS DESIGN TO ERELTION I
mdwm�
C= r__1
*Lr IMPORTRNT** simL NDT sE REsPI-o-EIBLE FmR
TRUSSES REWIRE EXTREME ERRE
WRRN IN WwDLIZ, ERECTION P#10
ING
C=3
C= C�
ot-�IRTIW FR3M T�ESE SPECIFICATIONS DR Fw MVIRIISN FROM
1"-,.S= kOWTRLSSES-
MM104TKIf FNG SEE
PITCH
THIS M109 OR Wr FRILURE TO BUILD THE_ TRUSS IN aWDRMa
VITH TW -DUFLrU CWROL ?00UFL- BY rPl. FtLPI?E CMWITORS
9 -TA ROOMOMIL I
THIS IFITI;A SM AL PEW'
24.0
pRE flR&MTjpEO FUM ZO GRJGE GALM U0 WEL U"jW
-NM ItEWIgOCM OF ASTn FA46 GRFCE p.
WEI(T BMING REDUI;p"Ts. UUSS OTHERWISE
SION, Top CHDrG SML UZ LFITEWLLY BRFM
I
THE OKf REETIM
0 9
fertl COO)kr= To BM MaS FIT ERCR _Glwr PM LOCRIE FIS
VITH PROPEIM RIWCHD PLTK= SHMIAM,
CHORD WIlm HIM CEILM OR &MCING
TRUM
SHM. URRIW UEOTHS W 4' $1WINFL LN -M OTIEWSE SHO".
OESIG4 STMWIRM Ca4FW VITH WPL'DqELE PROV1S1M'4 Or
BOTTOM
RS specIFIED OW DESIDL OD NOT USE WS
tFSIG�j vITH FIRE R-qFRDWT TRERTEDUMER.
&Wi_qZ Foe #Ipl-7B Ok PCI -EG-
-TPI - TRUSS PtATE lk-3TITUT1 � NC-,, � jATjCNr_,L DE�,Iqpj
r-.prrIrI-,r, -TIN FOP VOOD C'11�1 0M
14-F REV 13.0.7 SCRIS - D-1975
J.
TC LL
16.0 PSF
DATE
D4 28/1d17
DRWGrWMq27'871I7W5
TC DL 15.[)PSF
13C DL +
5. [) PSF
GR -ENG
CWC - -Z
O/A LEN. q14-0-0
TOT.LD.. 36.OPSF
DUR.FAC.
.1.25
PITCH
5.0/
SPACING
24.0
ITYPE
-11 %2 % M 0
THIS DESIGN HAS-BEEN PREPARED FROM COMPUTER INPUT SUBMITTED BY TRUSS FABRICATOR-
JOE-. 10170
TC Y. -LOC L -R: 0.29 5.32 12r-gr5 15.71
�TOP CHORI�-� ZXG FIPI-LARCK SS,
ROT *-CHORD ZX4 FIR -LARCH *1 BC h -LOC L -R: 8.29 5.32 Iff-15 15-71
WESS ZX4 FIR -LAR -CH STANDARD
CONNECTOR PLATES MUS" BE INSTALLED IN ACCORDANCE WITH IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS
FABRICATOR TO REVIEW THIS DRAWING PR_jOR_T0 CUTTING LUMBER TO
REQUIREMENTSOF I_C_9_0_ RESEARCKREFORT *2,949:- VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS. CONFORM
ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S
EXCEPT WHEN LOCATED BY CrIRCLE OR DrriENSION. TRUSS LAYOUT -
TOP TO' BOTTOM, 0
SEE DRAWING 130 FOR; 'PLATE LOCATIONS 9 TYPICAL JOINTS." REFER TO DRAWINGS A193 AND Alff4R FOR OVERHANG DETAILS.
Bottom chord checked for 10. PS -F live load. InAK S,10,q 6 /0
(1). REVISED-7/1_718�7�SAX_
(Add bracing notel
(I)Top chord shall be laterally
braced vith properly connected
purlins spaced at a maximum of
OX.
CX4
2. -�Xq
E�311
10-0-0 1 6-0-0
4
73.50-
4
36.1' O.H.,
Th
OVER 2 SUPPORTS
FURNIS14 F1 COPT OF THIS DESIGN TO ERECT ION CON7RACTOR
LF
REV 13 GJ
PLATE 7PE--RLP1NE
SON— 91422
I
CME
-
DESIGN CRIT QB
01
-9
REF R427 - -57 9
FLpIfE EWGIWEE� FRMUCTS, I?C.
**IMP0RTF1KT** 9-FLLWT BE IMSPaWME Fw F* -f
IREE EXTREM
T
WARN.LWG 1=21�w, EFtMTIDN FW.-
TC LL I G. 0 PSF
T
'
ORTE 04/28/87
ZUIRTION FMM THESE SPMRERTI&S OR FW' DE"MON FRM
jT t�
MC11C SM r -r-, OWLI)C rt= TRUSSES:
OM;N. DRL Wf FWL(RE -G BUILD TIE TR -GS IN CDW_DRfF#iCE
CM%NTMT FW FMZU' MWATIDWS-871% SEE
FIR FCCMW-C SMISL rtRfi-
TC DL 15.0 PSF
r-rE,
ORVG CIRUSR427' 871180 1 E;
OLT9 T�E -DLfLrTr MNrjzcL rMAL- LIT TPT_ ALPM CWCCTDRS
1%M.FF=U1M FAM 20 QXCE ;fLVFWrZED
THIS DESIGN
BW -IW. REM' TREMOS. ULM UTWW-i ISE
BC DL 5. 0 PSF
T�VE
CA -ENG RS
I
smkv� mkriw mwiR. - Fisrn f�m GwDE R.
IsF -mms or
'M SM EAMS� RT ETCH -0 DIT Sul LOME FS
swA, TwcwO %Oct SE LFTERR.Wr SRAM
VIIH pwpaLIr RTUCHM PLww WERTHINC,
I
TOT LD- 36. 0 PSF
01A LEN. 16-0-0
Fint-y- CONAXIORS
S�cw. BEWIW AMW FSE 4- ACnAFL UKESS OnG6LqE %Cn-
MGM CEILM Ow soctwc
EDT= DOM MIT" W WT USE THIIS
V,
OUR. FPC. 1-25
Pitch: 5117-
TRM,
OUIGN STFJCWM CMFW91: VM. ftpUCFa9 peNISIOG IF
ew.6-62t F�a 071-n EP MT -Bo.
DEsIGg
FS, SIECIFIEa ON DESIM
WSIM VITH FIRE RElFaMfiNT TtORTED LLMER.
SPECIFICAT ION FDR WDW CD&TRUC FICK
44 r 9 7
CING 2q.0'
TYPE SPEC - -
C= C= C= I=
&--TPf -TRUSS K ITE IKSTITUM NM �AHGWFL
(118)019
SM
JOB: 19176 THIS DESIGN HAS BEEN PREPAREDFROM COMPUTER INPUT SUBMITT�D BY tRUSS FAPR1CAfOR_
FTO�,-CHORb 2X6 FIR -LARCH SS TC X -LOC L-Rz 0.29 5.18 9.71
P
BOT CHORD 2X4 FIR -LARCH *1
WEBS 2X4. FIR -LARCH STAN9ARD BC X -LOC L-Ri H.29 5.18 9.71
CONNNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH TRUSS DESIGNED WITH EQUAL PANELS BE-r4JEEr, INSIDE ENDS
REQUIREMENTS OF I.C.B.0- RESEARCH REPORT #2949. OF SCARF CUTS UNLESS OTHERWISE NOTED.
ALL PLATES ARE TO St CENTERED ON THE JOINT. LEFT TO RIGHT AND IT IS 'THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS
TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION- FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMEER TO
SEE DRAWING 132 FO"N 'PLATE LOCATIONS ON TYPICAL JOINTS.- VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM
0 THE ARCHITECTURAL PLANS/SPECIFICAT IONS AND FABRICATOR'S
REFER TO DRAWINGS Al2r3 AND A104R FOR OVERHANG DETAILS. iRUSS LAYOUT.
Bottom chord checked for 10.'DSF live load.
(1) REVISED-7117/87-SAK BUT TE CCA to!,ITY
(Add bracing note)
SUIDHNIG I.Sxq
(1)Top chord shall be laterally
ip
braced with properl-v connected
purlins spaced at a maximum of 12
16" 0. C. 5 -DO
2-5X4
;17
ei K
L
2X4
1P11 74
Ll
5X3
2. SX14
R-339# V- 3.5D" R-3334 V_ 3.50'
36" O.H.
OVER 2 SUPPORTS LF RE,( r-4.0.7
P"RTE TYPE--RLPINE -SEQN-- 91428 FURNISH A COPY OF THIS DESIGN TO ERECT10N CONTRRCTDR
MINEEREr PRU=TS, IP.C- TRUSSES REWTR:� EXTREM ME DESIGN CRI REF Rq
**IMPDRTANT** 'NU"NOT BE RESPCWSIBLE FOR W WRRNING I% wzxM, ERECTION W
rRX lliEsE BrECIFICRTID#S OR Mf DEYIRTI TC LL IS., 0 PSF ORTE 04/2B/e7
ON FRDM M --IN -SEE _-BVT-7V'BRrC1K VC G 1RUSME_
'"T -CMA --TPI)
RR t4o RECOrr 11 Oks SEE
ItiIS CrMSN OR F04 FRILURE M BUILD HE TRUSS IN CDwFDRrFNCE CM FCDITIDWL SPECIFL PEkp%R- TCL OL ISJ) PSF DRVIG CRUSR427 87,11019
'T 11 PS]F
[D 0 PSF
c
c 5 - 0 PSF
Z:yI DE 0 PSF
=3 4TH THE 'UJALITT CONTROL MMPL- BY TPI, RLP!NE CONNECTURS THIS DESIDN FOR
FROM 20 GRUGE GALVANIZED STEEL UhLESS WNT BRKING, REOUIREnWS. UNLESS OTHERWISE
6RE rfrAfRCTURED 5_0 PSF CR -ENG RS
, �j HovN, 'TOP CHOM SHML BE L11TERPLUr BRFICED 9C DL
ilTrER91SE SHOW, MEETING RECUIREMENM OF FISTri RM GRFM ft- 5 36-
LPIN qpLj CW_1TORS TO 53TH FACES RT EKH _10INT FOO LOCRTE RS V11H PROPERILY RTTMa PLYWOOD StiEBIHING, TDT.LD. 36.0 PSF DIR LEN. 10-0-D
2
swNg. BUAINE; VIOTHS RRE 4' NOMINFi- UNLESS OTHERvM SHNN. 53ITEM CHORD WITH RIM CEILI?ru OR BRPZIW
OESIG, ED S M W1 ME TH
ATRUSS DESIGN STWOFAM CD*DRft QITH FPPLICRELE PROvisioNs OF RS Spain ON DE I - DO T E Is OUR -FRC. 1 PITCH 5.0/12
.WS_B2 DESIGN 9M FIRE RETRRDAN7 TRERTED LUMBER-
SPRCING 24.70' TYPE MDNO - -
ONCS-B? RqD sTPI-78 OR I-r-T-80-
TP1 - Mal> PLAIE 1-6TITUTF. ws - mnowr, rfsjr.N sPEmrrrfi!]Ov ;w VDOG CwVRIZI, -
(1) FMSED-7117187—SAK
(Add bracing-, -note) 4,.,,
(I)Topchord shall be laterally
braced vith properly connected!
purlins spaced at a maximum of(.
l6m
12
5.00 ��
tile 4,00F BUTT
BUILDIE''"'
K:Z_ ill_-
2-5xq
2X4
R-627# W- 3-50'
SK THIS DESIGN HAS
BEEN PREPARED FROM COMPUTER INPUT SUBMITTED BY TRUSS FABRICATOR.
JOR-- 10169
'ZXG,,
TC X -LOC L -R. Z..29 5.32 19-95 17,71
TCP CHOkV FIR -LARCH SS
REV 13.017
BOTICHORD' ZX4 FIR -LARCH #1
BC X -LOC L -R: o.2,9 5.3Z 10.15 17-71
WESS 2X* F'!K-LARCff STANDARD
CONNECTOR PLATES "tST BE INSTALLED IN ACCORDANCE WITH
IT IS THE RESPONS"'ILITY OF THE BUILDING DESIGNER A ND TRUSS
REVIEW THIS DRAWING PkIOR TO CUTTING LUMBER TO
REQUIREMENTS OF RESEARCH REPORT #2949-
FABRICATOR TO
VERIFY THAT ALL DATA. INCLUDING DIMENSIONS AND LOADS, CONFORM
BE CENTERERORTHE JOINT, LEFT TO RIGHT AND
TO THE ARCHITECTURAL PLANSISPECIFICATIONS AND FABRICATOR'S
ALL PLATES ARE TO
TOP TOIROTTOR., EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION.
TRUSS LAYOUT -
,SEE DRAWING 130 FOR �PLATE LOCATIONS- ON TYPICAL JOINTS�'
REFER TO DRAWINGS A193 AND A104R FOR OVERHANG DETAILS.
Bottour chord checked for 1G PSY live 10Pd-
140,x spio n�
(1) FMSED-7117187—SAK
(Add bracing-, -note) 4,.,,
(I)Topchord shall be laterally
braced vith properly connected!
purlins spaced at a maximum of(.
l6m
12
5.00 ��
tile 4,00F BUTT
BUILDIE''"'
K:Z_ ill_-
2-5xq
2X4
R-627# W- 3-50'
OVER Z SUPPORTS
FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR
LF
REV 13.017
SCR'_E - Z.37-0
PLFITE� TYPE --ALPINE
SEWN— 91q2Q
TRUSSES REWIRE &VREM U69E
DESIGN CRIT U B r,-
R EF 2
REF Rq27--5761
r= am
FUME E)GINEERED PM=75, M
jE*IMP0RTRNT** D*iLL Wr Fx RancaLr- --DR ;;"- WRRNIING m waaw, ERMTTDN AND
TC LL 19.0 PSF
0 'TE '/2"/'
DATE 04/2e/B7
0
r t C=
=_fM-tja% r -on TkESE SMIFICRTrIKS M FhT DEVIRTru, FRW ePjC1�r,.SEE -BUT-M!"ABRFEING WOW TRUMS;
cCrxrr�%6W D:5 7F EE
MSICK OR Wf FaILUM M MnLC TJE 1�t-GS IN CafrjRMIXE MM4RRY I- S
TC, DL 15. 0 PSF
ORWG CRUSR427 87118015
r__T
5JM
CONECT= TtUS,DUIGK FOR FMETIDWL SPECIF;L PERM_
imt Tw wcur mMMOL rff&*L- er TK_ RPINE 'IRErOnS. ISE
QWM GMVMEM STEM Lr -j WST qRSCING REM EXLESS DTHERif
Br, DL 5.0 PSF
CA -B G R'
CA_
C=
rFKAAXTU�M, FRW 2a
PAE rwj_ Rqtr& Lmm fk� %ON, Fn 94ti. K LPTEKLLI 5MCED
GrAMISE smw. -7m, RiourRErgirs ag mm Top CHCA
FFEES 13T EFCH: FOO EDM7EWFS vSH PMPERLT RTTFrWD PL YVDW WRTHINGr
/*
-
TOT.LD. 36-0 PSF
O/R L 1 8 0_
O/R LEN. 1B-0-0
tr _10INT
We MwEMUM To BOW
CSE SW 1, WTTEn CHM WITH RIGID cc'
SHDVW- BMW ifUM6 AoE q- NDIIWL tk&M OTHERWI ILM OR SMI
IM
I
OUR. FRC. 1.25
—
t: chT 5712
i t c
TFdM
WR RTLI UOLE P=15IDS OF RS SPECIFIEU 09 DUNN. DO WT ME
OBIGR SrPs"RDS CDEM it
PV -W. WSIGM V17P F 9RE RETFOM9 TRGTM UUMER-
IL
SPACING 24-0"
P SP C
TYPE SPEC
I Y
r --r F-
4WS-SZ FM OTPI-M IR - -
DESIGH SPECIFICRTION FOR 9," COW-TRUCTIODN
C=
*--Tpr _TfMr_1 f-_FqE NS-ITLTE. moS - WTIDWt
717
IGN HAS BEEN PREPARED FROM COMPUTER IN
TOP CHORD 2X6 9IR-LARCH SS
BO.T CH-3PD -2X4 FIR -LARCH *1
WEBS 2X4 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
L
TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION.
SEE DRAWING 132 FOR "PLATE LOCATIONS ON TYPICAL JOINTS."
Bottom chord checked for 10 PSF live load.
(1) REVISED-7/17/87-SAK
(Add bracin
(1)Top chor
braced. with
purlins spa
16" O.C.
I oping
.PY-TRUSS FABRICATOR -
TC X -LOC L -R: 9.29 5.32 IZ-95 11-71
BC X -LOC L -R: H.29 5.32 10.15 11.71
IT IS THE RESPONSIBILITY OF THE �BUILDIN,-Z DESIGNER AND TRUSS
FABRICATOR TO REVIEW THIS DRAWING F�RIOR TO CUTTING LUMBER TO
VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM
TO THE ARCHITECTURAL PLANS,/SPECIFICATIONS AND FABRICATOR'S
TRUSS LAYOUT.
REFER TO DRAWINGS A193 AND Alfr4R FOR OVERHANG DETAILS�
N
T;
3,5D"
36" 0. H.
PL8TE`TYPE--ALPINE
OVER 2 SUPPORTS
SEQN-- 91426 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR
L -F
REV �%.13.7
S -M-7 z -S. -m
E LPIN
ATRUSS
ft-P[NE EN61NEEhTEL PRCDjC75, IN-
**IMPORTRNT** sw� NOT BE RESPGN31BLE FOR w
XVIRTION F-ItOr THESE SPECIFICATIONS OR ENT DEV19TION FRUI
THIS DESIGN OR ANY FAILURE TO BUILD THE TfdJSS It, C0*7ORMCi
Wirti THE 'DUALITT CONTROL MANUAL- BY TP]. ALML- CONNECTOR7
ARE Mr#&,FFr.TLRE9 FRM 20 GAUGE GALVANIZED STEEL -'*LESS
OT14ERVISZ SHDVN, MEETING REDUIREMENTS Or RGTr AM GRACE A-
R"LY CONNECTORS TO BOT14 FACES AT EACH JOINT TIM IOZATE AS
SHDvo 9EARING WIDTHS ARE q- NDnINFL UNLESS OTHERWISE SHUN.
DE! — STR%R)ARDS CDNFOR3 WITH APPLICABLE PROVISIONS W
-NO. - FWD *TPI -78 OR PCI -80.
I RUSSE' , R�W] RE EXT REME MRE
WARNINGi,4 HANDLING, ERECTID9 AND
BRRCING.SEE -5VT-76% IBRRLIN'G V500 TRUSSES-
COMIENIRRY FND RifDrIMENORTIMIS-47PI) . SEE
THIS DESIGN FOR ADDITIONAL SPECIAL PUM.
WLH1 BRAC]Nr, RMIMMENM MtM CTHERVIFT
SUDWN, TOP ZKORI, DiALL III LHIEHHL IT BR1r_EO
9114 PROPEKY 071ALh*I) KYND05 S1,ER1t1JW_
807 IEIM CHDRt� ItMt RIGID CEILING OR'BRFLIM
AS �SPCCIF[Efi Of! DESIGN. 00 MDT USE THIS
O[SICN VIIH F11RE RF141001INT IREM umBER
10 .
ip
J
DESIGN CRIT UBG
R EF - R42
TC LL 1B. 0 PSF
TC DL 15,. 0 PSF
5. 0 PSF
BC DL F1
TOT. LD. 36. 0 Ps
DIRTE 04/28IB7
DRVG CF)USR427 B7118018
CA -ENG RS.. - -
O/A LEN. 12-0-0
OUR. FPC. 1.25
Pitch: 5/12
SF�9CING 24-D'
TYPE SPrEC -
o --TPI TRUSS PLR79 INSTITUTE, N25 NATIONAL USIM
SPFCIFICRIJON f -OR WOOD EDN'TRUrMX
22-AXSi FIR -LARCH SS Tc x -LOC L -R-- xl..29 5-32 19-95 16-85 19.71
B6T- CHORD ZX* FIR -LARCH *1
16158S ZX4 FIR -LARCH STANDARD BC X -LOC L -R: 0.29 5.32 10.15 16-85 19-71
CONNECTOR PLATES' MUST BE INSTALLED IN ACCORDANCE WIT14 IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS
itEQUIREMENTS OF I.c.a.-G- RESEARCH REPORT #2949. FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO
VERIFY THAT i'l. -PATA. INCLUDING DIMENSIONS AND LOADS. CONFORM
ALL PLATES ARE TO BE CENTERED� ON THE JOINT, LEFT TO RIGHT AND TO THE ARCHIT_- '.;RAL PLANS/SPECIFICATIONS AND FABRICATOR'S
TOP TO BOTTOM. EXCEPT WHEN, LOCATED BY CIRCLE OR DIMENSION. TRUSS LAYOUT -
SEE DRAW-ING 130 FOR -FLATE LOCATIONS ON TYPICAL JOINTS.- REFER TO DRAWINGS A103 AND A194R FOR OVERHANG DETAILS.
Bottom chord checked for 10 PSF live load.
(I), REVISED-7/171`87--�SAK fil 5p
-7-
(Ad& braci=g note) A -L-, ESS10, r'100
-efally,,i
(1)Top chord shall be ".ate-eally-'
braced with properly connecte� it
21:11 712 -
purlins spaced at a maximiun of 497
16" G.C�
SX8
if
3X4
xq
5.OD
lul
36" G.R.
f
V_
5X4
10-0-0 1 10-0-0
us
OVER 2 SUPPORTS
TC LL
C=
OF THIS DESIGN TO ERECTION CONTRACTOR.
**IMPORTRNT& "' E?"iEEf�Ea PRwucls 1w_
%ftL �ot BE RESPGMIeL_E F;; Pay
TRuSSES REDUIRE EXTREM CME
WRRNING w wwuNG, EmT100#
TC DL
0Eyjqrjw FRon TKSE SPECIFICATIOP6 DR7 MT DEYIRTION FRUM
LqKING.SEE -UT-76-, MCM V= fRtr—ES-
N
rNtS CESIGM OW Fm,(, FalLURE TD. wltD T)C 7"S iN CCW0RrtME
awatffiT ffa RECErxCxMTIDhS-*TPI) - SEE
5. 0 PSF
36. 0 PSF
CA -ENG
I
v1TK T�E 'OLM"t CONTRCL ffff-fL - ay tpl. FtPlpa CO"MRS
MIS DESIGN FER FIDDITIDML SPEEVIL PEFM-
qRE j*kffCjLjRE0 FWA, 20 GRUGE GSLTFWIZEG STEEL LOLESS
WWI W=I�G qEDUIFIErmS Lq&m DMERVISE
3THERVISE SHCW, rkatW RErUIaErEKM OF FSTA Rqqg SUCE R_
SHM, TOP CHORD S�ftL BE LATERFLLI SUCED
FppLV CowtcW: M BOTH FFCES 07 EFCK _10LNT FOG LMRTE RS
WITH pjDpEFd_,r RTIf"D PLYIrM. SHEATHING,
U,NA - gojkfL -tM GNERVtSE CHNN.
STNrAIM CCWWjl VITH fppLIW-2LC PMIS10fS OF
W SOCING,
50TtM 00 VITH RIGID MILTIG OR
tM 1 15
AS1 SMIFIEDF ON OESIGN. 00 NO H
f
V_
5X4
10-0-0 1 10-0-0
us
OVER 2 SUPPORTS
TC LL
SE00— 91q17 FURNISH R COPT
OF THIS DESIGN TO ERECTION CONTRACTOR.
**IMPORTRNT& "' E?"iEEf�Ea PRwucls 1w_
%ftL �ot BE RESPGMIeL_E F;; Pay
TRuSSES REDUIRE EXTREM CME
WRRNING w wwuNG, EmT100#
TC DL
0Eyjqrjw FRon TKSE SPECIFICATIOP6 DR7 MT DEYIRTION FRUM
LqKING.SEE -UT-76-, MCM V= fRtr—ES-
rNtS CESIGM OW Fm,(, FalLURE TD. wltD T)C 7"S iN CCW0RrtME
awatffiT ffa RECErxCxMTIDhS-*TPI) - SEE
5. 0 PSF
36. 0 PSF
CA -ENG
I
v1TK T�E 'OLM"t CONTRCL ffff-fL - ay tpl. FtPlpa CO"MRS
MIS DESIGN FER FIDDITIDML SPEEVIL PEFM-
qRE j*kffCjLjRE0 FWA, 20 GRUGE GSLTFWIZEG STEEL LOLESS
WWI W=I�G qEDUIFIErmS Lq&m DMERVISE
3THERVISE SHCW, rkatW RErUIaErEKM OF FSTA Rqqg SUCE R_
SHM, TOP CHORD S�ftL BE LATERFLLI SUCED
FppLV CowtcW: M BOTH FFCES 07 EFCK _10LNT FOG LMRTE RS
WITH pjDpEFd_,r RTIf"D PLYIrM. SHEATHING,
U,NA - gojkfL -tM GNERVtSE CHNN.
STNrAIM CCWWjl VITH fppLIW-2LC PMIS10fS OF
W SOCING,
50TtM 00 VITH RIGID MILTIG OR
tM 1 15
AS1 SMIFIEDF ON OESIGN. 00 NO H
#NC -S -OZ Fma *TPr-78 CR PCT -W.
DBIGN WITH FIRE REUMPOTRERIED LMER.
_ MjW pLRTF m nc"
--TPI jNSTITUTE� �rus _�AfIONAL �DcSjSu SpEcirfuTIN FoR urm cow, aic
30
T
r V REY 13.D.7
2X 4 V
R-6994 3-r501
,kpj
vm 44
T, -k iN-1
roll%
24. D" I TYPE SPEC - -
TC LL
16.0 PSF
DRTE 0 4/2181/1817
TC DL
I Ej. 0 PSF
DRVG CPUSR427 87118014
<7
-7
OC DL
'TOT. LD
5. 0 PSF
36. 0 PSF
CA -ENG
I
O/A LEN _0_0
- 2�0-0-0
OA
24. D" I TYPE SPEC - -
i3COADCn tOnKA tnUD"TCO TNPUT SUBMITTED BY*TRUSS FABRICATOR -
JOBr
191.64
THIS DESIGN HAS
OC -It T_
-
DESIGN CRIT
E
tui
_tj
L127
EF 1B88 -R427
"7
TC LL 16.�O PSF
TC
:1C DL 15,. PSFF
_IC '0 PS.
TO
C DL 5.. 0 PSF
B BC D PSF
TOT.LD. 36.D PSF
DFF1 E
D5 /oi/137
36" O.H.
TC X -LOC L -R: 0.29
5.3Z 19.05 '16.85 21.71
uRR.FAC. 1.25
p OL
TOP
CHORD 2X6
FIR -LARCH SS
24-0-0 Stubbed To 22-0-0
1CONNECTOR
BOT
CHORD ZX4
FIR -LARCH *1
BC X -LOC L -R: 9.25
s.32 10.15 16.85 21,.71
REV 13.D.7
WEBS 2X4
FIR -LARCH STANDARD
TYPE --ALPINE
SEQN-- 91415
FLPM ENGINEERED PRODUCTS, INC. -
Ifilf�SES RELAARE EXTREME CARE
DESIGN CRIT LjBC
PLATES
MUST BE INSTALLED IN
ACCORDANCE
VITH
IT IS THE RESPONSIBILITY OF THE BUILD.ING DESIG NER AND TRUSS
THIS DRAWING PRIOK TO CUTTING LUMBER TO
REQUIREMENTS OF
I.C.B.O. RESEARCH REPORT
*2949.
FABRICATOR TO REVIEW
VERIFY THAT ALL DATA,
INCLUDING DIMENSIONS AND LOADS, CONFORM
BRICINS.SEE -EMT-76-, EMKING VDOD TRUSSESf
COMMENTRU FIND REMMENORTIDNS-NIPM SEE
CENTERED ON THE
JOINTI LEFT
TO RIGHT AND
TO THE ARCHITECTURAL
PLANS/SPECIFICATIONS AND FABRICATOR'S
THIS
VITH THE -WRLITT CONTROL rMURL- by TPI, ALPINE CONNECT3RS
GRUSE GFILYRNIZEB STEEL ULESS
I
ALL
TOP
PLATES ARE
TO BOTTOM,
TO BE
EXCEPT WHEN LOCATED BY
CIRCLE OR
DIMENSION.
TRUSS LAYOUT.
I N
SEE
DRAWING 139
FOR "PLATE LOCATIONS
ON TYPICAL
JOINTS."
REFER TO DRAWINGS A103 AND A194R FOR OVERFANG DETAILS.
I
* Bottom chord checked for 10 PSF live load.
(1) REVISED-7/17/87-SAK
f,.Add bracing note)o__L.
(I)Top chord shall be laterally
braced with properly connected
purlins spaced at a maximum of
16" O.C.
1;� %t,.VA v Fon
C-:! 2 S a
or
2.5X4
12
5 - In F,�
R-771�, W- 3-50'
5X8
I .5X3
3 X!5
T
_afi I
R-7714ft W- 3,5D'
GIN
404
?
VUO; Lr
ETOP CHOjFP 2X4 'FIR -LARCH *2
Bo'r CHORD ZXG FIR -LARCH #2
WEBS ZX4 FIR
CO77-LARCH STANDARD
NNECTOR PLATES MUST BE INSTALLED IN ACCORD�-_E WITH
REQUIREMENTS OF I-C.B.O. RESEARCH REPORT 42949.
ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND
TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION.
SEE DRAWING 130 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS. -
SPECIAL LOADING
--------- CONTINUOUS LOADS ---------
--ID- L-PLF R-PLF ENDPOINT
TC 1 75.9 75.0 6.9Z
BC 1 442-0 442.ff 6.ffff
(1) RFVISED-7/17/87-SAK
(Add bracing note) V_FS
(I)Top chord shall be laterally
braced, with properly connected
purlins, spaced at a maximum of
16" 0. C.
4-,7 -B
Z
C,
8e, I
TC X -LOC L -R: 9.22 3.99 5-71
BC X -LOC L -R-. 9.29 3,." 5.71
NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN.
IT CANNOT BE USED UPSIDE DOWN. T_nP_OF.TRUSS
MUST BE MARKED BY TRUSS FABRICATOR.
IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS
FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO
VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM
TO THE ARCHITECTURAL P LANSISP ECI F I CATIONS AND FABRICATOR'S
TRUSS LAYOUT.
3X5 2X4 3X5
I I LI Lj
2Xq �x
R-Iq=t V- 3.5D- R-14DD# 3.5D -
OVER 2 SUPPORTS
PLRTE TYPE--8LPINE SEDN-- 92477 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRRCTOR
FLPIN_ ENMNE�EhEZ Kt0D1ZT'_, INC. TiRM4:t, RLUX;ir MRErli LHR:- -
. �; I �Ikt �E_
**IMP0RTANT**SHML'NOT K, RESnNSIME F_0q aX WRRNING IN -�VIGLING, Ir ERMTM, (,NZ
'RTIC -\1S 04 FM BEYIPTIDN FRM BRFc_jmG_%EE -110-7E-, IORKI?z VMJO
TRESE SPEZIFIL
-His oE�*,GN OR, F,%T FaLuRE m BuiLL Tw IN m%,rmrP?,TE COmIENTFM F#.'D SLE
ER*
i;ITH I�E -LjRLITr CD%ITRUL rONuPL- BY TPI. RLPINZ CONhT-_tTGR4_ TSIS DESIGN FOR F=TIDNt SPEL P - I
pA FRZ 20 GRUCE GRI-YRNIZED STEEL uN_ESS NENT BRRCING REWREr"IS. UW -ESS U1KRifISE
'ti r
THEW)',!: S -CAN, MITING REQUIREMENTS OF FCTr. M11C GRFOE 11. SHOO;, TOP C10K E,1, L tMERIFLLT BATIM
LYIN TD BOTH MES RT LF10; _C111' FOV LOEH.'r f0i WIIH PROVERY ATMKV -LIVAC 3KP1hjN..,
;z IL
IDi STANWDS CW`ORM WIM FPPLICP8LE PROVISIONS 01 RS SPECIFIED DO OFSI;N- DO W1 M% 741-S,
AR_
r- TO r -CE
SKjw_ smING WIDTHS FVLE 4' NDrUNFL UNLESS OTHERVISE SHOWN. BOTTOM CHORD ill RI 10 ILINC OR ERPICING
f T"Muss !1' DESIGN RjlfwtjAN� WRIFL 11ri"It.
;VC *TPI .7D OR P0 -BO.
=3 -TPI - TRUS3 ;LRIE tNSTTTL3!. hUl - NiTIONFe DMAt IN- 4�44'
_7
v,�f ITTE
*i* n'li-Iro, -4)EP1AP!knj1E11T
xiF
P4 79--ons-,OAI D
o -70
i_V_
L'F
REY 13.0.7
ID -O -D i 12-0-D
or
7,"
DESIGN CRIT
E
tui
_tj
L127
EF 1B88 -R427
"7
TC LL 16.�O PSF
TC
:1C DL 15,. PSFF
_IC '0 PS.
TO
C DL 5.. 0 PSF
B BC D PSF
TOT.LD. 36.D PSF
DFF1 E
D5 /oi/137
36" O.H.
CA -ENG MW
DIS LEN. B-0-0
uRR.FAC. 1.25
p OL
DEPTH 55_5 -
24-0-0 Stubbed To 22-0-0
OVER 2 SUPPORTS TION CONTR
FURNISH A COPY OF THIS DESIGN TO EREC RCTOR -�i-F
REV 13.D.7
S
PLATE
TYPE --ALPINE
SEQN-- 91415
FLPM ENGINEERED PRODUCTS, INC. -
Ifilf�SES RELAARE EXTREME CARE
DESIGN CRIT LjBC
7
REF 7-- 759
7
*EIMPORTANT -9* S�ftl_ NOT BE RESPONSIBLE FUR FWY
WRRNING io mouNc, ERECTION RND
TC LL
L
16. 0 PSF
28/ 87
DATE D4/28/87
04/_
d871
DEYERTION FRM THESE SPECIFIERTIONS OR FINY DEYIATIDN FROM
DESIGN DR W FRILURE TO BUILD THE TRUSS IN CDNFORnW_E
BRICINS.SEE -EMT-76-, EMKING VDOD TRUSSESf
COMMENTRU FIND REMMENORTIDNS-NIPM SEE
TC D IL
15. 0 PSF
If 013
DRVG CAUSR427 87118013�
:AUS 27
C =
THIS
VITH THE -WRLITT CONTROL rMURL- by TPI, ALPINE CONNECT3RS
GRUSE GFILYRNIZEB STEEL ULESS
I
IN'S OM -GN FOR FOOrTID1411L SPECIRL PERM-
WENT BRRCING REDUIREMNTS. LOLESS DTHERVISE
BC DL
-'T
LT��-ISR
5. 0 PSF
C R - E N G RP _t? F 5
I N
FRE rANuFKT1JRED FROM ZD
OTHERWISE S"N, 11EETING REDUIRVIEWS OF FISTA F1449 GRRDE fl-
SMVN, TOP a -ORD %Ftl BE UTEMLLY BRW -CO
PRDPERLI ATTACHED FI-YVOOD SHERTHJNG.,
jW
LD.
36. 0 PSF
N 22 _0
O/A LEN. 22-0-0
PIF?Llt CONNECTORS 70 BOTH MES RT ERCH JOINT P&O LOCHTE AS
SHDVW, BEARING VIOTHS RRE 4, NomlWiL L#iLESS OTHERWISE SHOWN.
VIIH
BDITOM CHORD WITH RIrID LULING OR BRTICim
THIS
OUR. FAC.
1_25
5/ 12
Pitch: 5/12
TRUSS
DESIGN STRNMRDS CDNFORA WITH FPPLICPA3LE pROyISIONS OF
*NOS -B2 AND vjPI-7B OR PCT -BO_
RS SPECIFIED ON DESIGN. DO NOT USE
1-01
1 DESIGN WITH 'IRE RETPADANT TREAT BER.
SPK'4NG
.PAC
24. D'
7
_ C
S;P,
TYPE SPEC -
*_-T0I - TRUSS PLRTE INSTITUTE. NOS - hFTIONRL OESJGN SpECIFICATIDN FOR VOW CUNSTMICIFLn
1//44 7
VUO; Lr
ETOP CHOjFP 2X4 'FIR -LARCH *2
Bo'r CHORD ZXG FIR -LARCH #2
WEBS ZX4 FIR
CO77-LARCH STANDARD
NNECTOR PLATES MUST BE INSTALLED IN ACCORD�-_E WITH
REQUIREMENTS OF I-C.B.O. RESEARCH REPORT 42949.
ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND
TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION.
SEE DRAWING 130 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS. -
SPECIAL LOADING
--------- CONTINUOUS LOADS ---------
--ID- L-PLF R-PLF ENDPOINT
TC 1 75.9 75.0 6.9Z
BC 1 442-0 442.ff 6.ffff
(1) RFVISED-7/17/87-SAK
(Add bracing note) V_FS
(I)Top chord shall be laterally
braced, with properly connected
purlins, spaced at a maximum of
16" 0. C.
4-,7 -B
Z
C,
8e, I
TC X -LOC L -R: 9.22 3.99 5-71
BC X -LOC L -R-. 9.29 3,." 5.71
NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN.
IT CANNOT BE USED UPSIDE DOWN. T_nP_OF.TRUSS
MUST BE MARKED BY TRUSS FABRICATOR.
IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS
FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO
VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM
TO THE ARCHITECTURAL P LANSISP ECI F I CATIONS AND FABRICATOR'S
TRUSS LAYOUT.
3X5 2X4 3X5
I I LI Lj
2Xq �x
R-Iq=t V- 3.5D- R-14DD# 3.5D -
OVER 2 SUPPORTS
PLRTE TYPE--8LPINE SEDN-- 92477 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRRCTOR
FLPIN_ ENMNE�EhEZ Kt0D1ZT'_, INC. TiRM4:t, RLUX;ir MRErli LHR:- -
. �; I �Ikt �E_
**IMP0RTANT**SHML'NOT K, RESnNSIME F_0q aX WRRNING IN -�VIGLING, Ir ERMTM, (,NZ
'RTIC -\1S 04 FM BEYIPTIDN FRM BRFc_jmG_%EE -110-7E-, IORKI?z VMJO
TRESE SPEZIFIL
-His oE�*,GN OR, F,%T FaLuRE m BuiLL Tw IN m%,rmrP?,TE COmIENTFM F#.'D SLE
ER*
i;ITH I�E -LjRLITr CD%ITRUL rONuPL- BY TPI. RLPINZ CONhT-_tTGR4_ TSIS DESIGN FOR F=TIDNt SPEL P - I
pA FRZ 20 GRUCE GRI-YRNIZED STEEL uN_ESS NENT BRRCING REWREr"IS. UW -ESS U1KRifISE
'ti r
THEW)',!: S -CAN, MITING REQUIREMENTS OF FCTr. M11C GRFOE 11. SHOO;, TOP C10K E,1, L tMERIFLLT BATIM
LYIN TD BOTH MES RT LF10; _C111' FOV LOEH.'r f0i WIIH PROVERY ATMKV -LIVAC 3KP1hjN..,
;z IL
IDi STANWDS CW`ORM WIM FPPLICP8LE PROVISIONS 01 RS SPECIFIED DO OFSI;N- DO W1 M% 741-S,
AR_
r- TO r -CE
SKjw_ smING WIDTHS FVLE 4' NDrUNFL UNLESS OTHERVISE SHOWN. BOTTOM CHORD ill RI 10 ILINC OR ERPICING
f T"Muss !1' DESIGN RjlfwtjAN� WRIFL 11ri"It.
;VC *TPI .7D OR P0 -BO.
=3 -TPI - TRUS3 ;LRIE tNSTTTL3!. hUl - NiTIONFe DMAt IN- 4�44'
_7
v,�f ITTE
*i* n'li-Iro, -4)EP1AP!knj1E11T
xiF
P4 79--ons-,OAI D
o -70
i_V_
L'F
REY 13.0.7
or
7,"
DESIGN CRIT
E
tui
_tj
L127
EF 1B88 -R427
"7
TC LL 16.�O PSF
TC
:1C DL 15,. PSFF
_IC '0 PS.
TO
C DL 5.. 0 PSF
B BC D PSF
TOT.LD. 36.D PSF
DFF1 E
D5 /oi/137
)22,6
DRWr, 3,02-9,676
CA -ENG MW
DIS LEN. B-0-0
uRR.FAC. 1.25
p OL
DEPTH 55_5 -
SPACING See above TYPE GIRDI
lof
MMMWMMMM "Mr,
JOB: LF
INNOMMEMEN�
TOP CHOR3, 2)(6 �IR—LARCH
BO+ CHORD 2X6 FIR—LARCH
WEBS ZX4 FIR—LARCH SDARD, EXCEPT AS SHOWN
I:Wl—'.X4 FIR—LARCH #2
CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH
REQUIREMENTS OF I.C.B.O. RESEARCH REPORT *2949.
REFER TO DRAWINGS Alier3 AND A1.94R FOR OVERHANG DETAILS.
SPECIAL LOADING
--------- CONTINUOUS LOADS---------\ 1---CONC. LOADS ---
ID_ L—PLF R—PLF ENDPOINT ID_ X—LOC MAG
TCI 62.9 62.9 34.90 TC1 1.0.jag 413
BC1 Iff.9 10-9 12r. ffB aci I i1a. 99 67
BC2 .133. id 311.9 39.ffz BC2 3.0.99 1492r
BC3 15-iff 15-9 3 4. BE
ALL NAILS SPECIFIED ARE COMMON WIRE NAILS.
+Provide special hanger or connection for 14001,4. Connection
0
to be desioned by a registered engineer
0
and furnished by others. 41311,1
(1) REVISED-7/17/87-SAK 3X60
(Add bracing note)j2FS
TC X—LOC L—R: ff-29 5,.52 19.0,9 16.09 Z?-.Hja 26.90 39�kZ
33.71
BC X—LOC L—R: 9.29 5.52 19.90 16.00 22.Zff 26.00 39.09
33.71
2 COMPLETE TRUSSES REOUIRED
FASTEN TOGETHER WITH : ISD NAIL.S
TOP CH ------------------ �16' O.C.
WEBS ------------------ 12, O.C.
BOT CH ------------------ B" O -C -
NOTE: TI) 1/2" DIA. THRU BOLT MAY BE SUBSTITUTED
FOR (2)—IGD NAILS IN EITHER TOP OR BOTTOM CHORDS.
TOP CHORD BOLT SFACING NOT TO EXCEED 18' O�C
ALL PLATES ARE TO BE 'CENTERED ON THE JOINT., LEFT TO RIGHT AND
TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION -
SEE DRAWING 132r FOR "PLATE LOCATIONS ON TYPICAL JOINTS."
IT IS T14E RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS
FABRICATOR TO REVIEW THIS DRAWING. PRIOR TO CUTTING LUMBER 'TO
VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM
TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S
5X5 truss layout.
92 . 5: X q -Ixq
5. C 6X8
7X
(I)Top chord shall be laterally
braced with properly connected
A.
2'5X4
purlins spaced at a maximum of
16" O.C.
L-8-3
3X5
lit
'j'k V Fr'
4 X7
I 2XL1 2.SX4 7X- 3Xq F)X6
llxq
3X5
R-3252t� 4- 3 SD' 1. 67# 1400# R _P8-# - 3ZO-
IG-0-0
22-0-D j
36" O.H.
L. 34-0-0—
ILF
OVER 2 SUPPORTS
PLRTE.TYPE--ALP!NE SEQN-- 92479 FURNISH A COPY OF THIS OESIGN TO ERECTION r.DNTRRCTOR
SZA-E -
IFNoL4;jWRRN1NG
TRIJLE4 REIAML WREIL WRi
V4
REF i8 7
TC: LL 16. D PSF
�**Imp ORTRNT-*-* _'C4i'FL'!_hQT 8- flEKKa- FZ1,11
it. HRNtLI%. ERKII
TC DL IS. OPSF
DRWG 3,0122 6977
C*V�-"
:2 7 )5;
a;_7VFkTICN FRX, ThESE EPECIFKIFMD�& DR Ft.Y DEURTIM, fW11
MrING.SEE MUCINL VUJG TRUSSFS-
-WE
V,
0 PF
TOT.LO- 363. 0 PSF
3 D _D
D/A LEN. 31q -D -D
-'ils 0m:GN OR FINT FRWAE TO BUILL THE IK'=- IN
RZ REMMENDR-1OKS-OVI)
PITCH 5.0/12
SPACINGSee above
'Pf�� 2.
.:IH TIC —ajP_,!1Y C-urRSL MiUk - BT 7;:. FILP!-: '-�)N%ELTGRII
N r R FM Im- SFLI-!R PERM. -
HIS 0,411C 0
ARE MFNLfBZTLF?E0 FRDM 20 GKME I-KL1fL%IZLD S-Ef- LICESS
�CN' aRaMwil REMIREMKIi., VILM GTHERWISE
MIFT190 REDUIRMSTF r)F F�Ljjj FAqL j;RF4iE Et.
LWIN, TOP NM5 S-4-01, 11L LFTSMLI WAKED
PIN
APPLT UMZ�TAS 10L BOTH FACE-. nl EFF;H _rjjjT " PCWE FG
LG to
V;1H FROPOdy ATMILH F'LTVWIL S 11tiltg;
, HCJ)i- EiLfifllr-F. VIDIK. FiRE S' NMOOL UNLM MWISE
MYTEn CHDRD 6111H RIGID LEILINC OR 5RPCI;Z
r=
TRUSS
�A
aSIGK SFR43WM cDiroRij virH FPPLIESELE POVISILM, Or
FS �PECIFIED IN 017SIGN. 09 NDT LSF 71,IS
= = c7n� = r__
311;ItA U11H 4 lot rzi Mh[Aw- MIAMI MWIt.
vair. imm t"mi, n4vw-vinfirwint.
Lw-TRunw.
ILF
;iEy ;*,.D "I
SZA-E -
DESIGN CR T
REF i8 7
TC: LL 16. D PSF
DATE D5/01/B7
TC DL IS. OPSF
DRWG 3,0122 6977
C*V�-"
:2 7 )5;
D PSF
L S. D PSF
51
CR -ENG MW
0 PF
TOT.LO- 363. 0 PSF
3 D _D
D/A LEN. 31q -D -D
L
OUR . FAC_ 1-25
PITCH 5.0/12
SPACINGSee above
'Pf�� 2.
r-_ GIRDER
RD ,
Typ E
0 (11 '7'1 nAl
N
i
JOB: 19269
�Op CH10RO 2X6 FIR -LARCH SS
I
GOT CHORD ZX4 FIR -LARCH *1
WEBS 2X4 FIR -LARCH STANDARD
(117)003
THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMIrTED BY TRUSS FABRICATOR�
TC X -LOC L -R: 9.29 6-10 11.55 17.ffff 22.45 23.71
BC X -LOC L -R: 0.29 8.82 17.00 23.71 1
CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH
REQUIREMENTS OF I.C.B.C. RESEARCH REPORT *2349.
ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND
TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION,
SEE DRAWING 132 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS. -
PLATES SHOWN ARE CONTROLLED BY TRUSS FABRICATOR PLATE
INVENTORY-
+ Bottom chord checked, for 10 PSF live load.
(1) REVISED -7/1
(Add bracing -no
(1)Top chord sh
braced with pro
purlins spaced
16" O.C.
TRUSS DESIGNED WITH EQUAL PANELS BETWEEN INSIDE ENDS
OF SCARF CUTS UNLESS OTHERWISE NOTED -
IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS
FABRICATOR TO REVIEW THIS DRAWING PRIOR.TO CUTTING LUMBER TO
VERIFY THAT ALL DATAi INCLUDlNG DIMENSIONS AND LOADS. CONFORM
TO THE ARCHITECTURAL PLANSISPECIFICATIONS AND FABRICATOR
TRUSS LAYOUT.
REFER TO DRAWINGS A193 AND Alff4R FOR OVERHANG DETAILS -
BUTTE COUNI-7PY
7
A fin
3 6" O.'H.
T
11-B-3
Ir __.
4
R-8434 V- 3.50' R-8439 W_ 3.5D,
17-0-0 _I 7-0-0
34-0-0 Stubbed To —24-0-0
OVER 2 SUPPORTS
PLRTE TYPE--RLPINE SEON-- 91179 FURNISH A COPY
OF THIS DESIGN TO ERECTION CONTRRCTOR T V REY 13.0 7 S' UPLE 3,2=2
C-3
LP N -
r --- t =
,"' ATRUMS
r= r--1
R -NNE ENGMERED PRDDLCCTS, INC
**1MP0RTAK'T**%Ft.L WT BE RESPGNSIBLE FOR RNy_
OEY.IRTION FROn THESF SPEZ"IMEVIONS Uq Mf MIATION FRM
THIS DESIGN OR ANY FAILURE TO tW7LD TWE TRUSS IN CONFORMNCE
VUH THE 'GUALITt CONTROL rFNLW BY rPI_ ALPINE CONNECTORS
ARE rMtIFRCTLIRED FROM 20 GRJGE ZILMNIZED STEEL UNLESS
OTHER VISE SHOUN, METING RFOUIREMENTS OF FISM R4q6 GRKE R_
APPLY CONNECTORS TO BOTH FACES AT EACH JOINT AND LOCATE RS
SHOWN. BEAAIN�WjalmS ME 4- NOMIWL UNLESS OTNEWISE SHOWN.
OESIrrN STANDARDS CCNFDAm WITH FmIcnaLE PROVISIONS OF
GNM-02 AND -TPI-78 OR PCT-eO.
TRUSSES REWIRE EXT " EM CARE
WARNINGiN HANDLING, ERECT104 No
ORq[:ING.SEE -BW-. -76% EBRRCM WOOD IR14SE1
COMMENTARY ING RECUIMENGATECKS-ATFI). _ZE
THIS OUIGN FOR RODITIDNAL SPECML PERM-
SENT BRACING REGUIRENENTS. UNLESS DTHERWISE
SHOYN, TOP CKiO SHML BE tRTERALLA BRACED
WITH PROPERLT RTTACHEG P1 TUDDO SHEATHING,
BOTTOM CHORD VITH RIGID CEILING OR IWCING
AS SPECIFIED ON DESICN� Do NOT USE THIS
DESIEN WIIH FIRC RETFIROFNT 7RERIM UMIER.
DESJGN CRIT UBC
R
TC LL 16.0 PSF
TC DL 15.0 PSF
BC DL + S.. 0 PSF
OT. LD. 36. 0 PSF
DFIT
DRTE 0 4/28/B7
DRVG musR427 87117003
[DR
CR -ENG CWC
CFj_
/R
0/8 LEN. 2q_0_0
OUR.F19C. 1 .25
P I_
PITCH 5-0/12
SPR ING 2q_O"
Typ
TYPE C , OMN-
*-,TPI - TRUSS PLATE INSTITUtE. NOS - W-TInNAL DESIGN SPECIFICATICN FDA VOM COW_TRUCW�
Y,