08476 (SFD)Building
Address
Owner
Mailing
Address
City
` i A t
Contractor
ress
Tit
44a
P.O. BOX 1504 1 M o . 08476
78-105 CALLE ESTADO
.065- .AyFN i nA V1 I I A LA QUINTA, CALIFORNIA 92253 ,
!_ BUILDING: TYPE CONST. -:OCC'. GRP.
Tel.
City - Zip I Tel.:
State Lic.I City
& Classif. Lic. #
Arcn., Lngr.,
Designer _
Address Tel.
CityI Zip I State
Lic. #
LICENSED CONTRACTOR'S DECLARATION ,
I hereby affirm that'] am licensed under provisions of Chapter 9 (commencing with Section
70 OO) of Division 3 of the Business and Professions Code, and my license is in full force and
effect.
SIGNATURE -DATE
OWNER -BUILDER DECLARATION
I hereby affirm that I am exempt from the Contractor's License Law for the following
reason: (Sec. 7031.5,Business and Professions Code: Any city or county which requires a
permit to construct, after, improve, demolish, or repair any structure, prior to its issuance also
requires the applicant for such permit to file a signed statement that he is licensed pursuant to
the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of
Division 3 of the Business and Professions Code, or that. he is exempt therefrom, and the basis
for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit
subjects the applicant to a civil penalty of not more than five hundred dollars ($500).
❑ I, as owner of the property, or my employees with wages as their sole compensation, will
do the work, and the structure is not intended or offered for sale. (Sec. 7044, Buisness and
Professions Code: The Contractor's License Law does not apply to an owner of property who
builds or improves thereon and who does such work himself or through his own employees,
provided that such improvements are not intended or offered for sale. If, however, the building
or improvement is sold within one year of completion, the owner -builder will have the burden
of proving that he did not build or improve for the purpose of sale.)
❑ I, as owner of the property, am exclusively contracting withlicensed contractors to con-
struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law
does not apply to an owner of property who builds or improves thereon, and who contracts for
such projects with a contractor(s) licensed pursuant to the Contractor's License Law.)
❑ 1 am exempt under Sec. B&• P.C. for this4reason
Y
Date Owner r — rte, �
r ,r
WOR RS' COMPENSATION DECLARATION
I hereby affirm that I have a certificate of consent to self -insure, or a certificate of
Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.)
Policy No. Company
❑ Copy is filed with the city. ❑ Certified copy is hereby furnished.
CERTIFICATE OF EXEMPTION FROM
WORKERS'COMPENSATIONINSURANCE
(This section need not be completed if the permit is for one hundred dollars ($100) valuation
or less.)
-
I certify that in the performance of the work for which this permit is issued, I shall not
employ any person in any manner so as to become subject to the Workers' Compensation
Laws of California.
Date Owner
NOTICE TO APPLICANT., If, after making this Certificate of Exemption you should become
subject to the Workers' Compensation provisions of the Labor Code, you must forthwith
comply with such provisions or this permit shall be deemed revoked.
CONSTRUCTION LENDING AGENCY
I hereby affirm that there is a construction lending agency for the performance of the
work for which this permit is issued. (Sec. 3097, Civil Code.)
Lender's Name
Lender's Address
This is a building permit when properly filled out, signed and validated, and is subject to
expiration it work thereunder is suspended for 180 days.
I certify that I have read this application and state that the above information is correct.
I agree to comply with all city and county ordinances and state laws relating to building
construction, and hereby, authorize representatives -of this city to enter the above-.
mentioned property for inspection purposes.
Signature of applicant Date
Mailing Address
City, State, Zip
A.P. Number 7-74--2-23--46
,Legal Description 1 +X 11 _-01 cte
Project Description rkInI .
r
Sq. Ft.
Size 1466
No. No. Dw.
Stories Units
New ❑ Add ❑
Alter ❑ Repair ❑ Demolition ❑
Estimated Valuation
85 963, fin
PERMIT
AMOUNT
Plan Chk. Dep.
Plan Chk. Bal.
Const.
576.50
Mech.
1119.89
Electrical
159.50
Plumbing
156.00
S.M.I.
6.02
Grading
20, n ,
Driveway Enc.
7-0.00
Infrastructure
1.8529.05
TOTAL
REMARKS
ZONE: BY:
Minimum Setback Distances:
Front Setback from Center Line
Rear Setback iron Rear Prop. Line
Side Street Setback from Center Line
Side Setback from Property Line
FINAL DATE
Issued by:
Validated by:
Validation:__
INSPECTOR
Date Permit
CONSTRUCTION ESTIMATE
NO. ELECTRICAL FEES
NO. PLUMBING FEES
1ST FL. SQ. FT. ® $
2ND FL. SQ. FT. ®
POR. SQ. FT. ®
GAR. SO. FT. ®
CAR P. SQ. Fr.
WALL SQ. Ff. ®
SO. FT. ®
ESTIMATED CONSTRUCTION VALUATION $
UNITS
MOBILEHOME SVC.
POWER OUTLET
YARD SPKLR SYSTEM
BAR SINK
ROOF DRAINS
DRAINAGE PIPING
DRINKING FOUNTAIN
URINAL
WATER PIPING
NOTE: Not to be used as property tax valuation
SLAB GRADE
FLOOR DRAIN
MECHANICAL FEES
ROUGH PLUMB.
WATER SOFTENER
VENT SYSTEM FAN EVAP.COOL HOOD
SIGN
WASHER(AUTO)(DISH)
APPLIANCE DRYER
GARBAGE DISPOSAL
FURNACE UNIT WALL FLOOR SUSPENDED
DUCT WORK
LAUNDRYTRAY
AIR HANDLING UNIT CFM
KITCHEN SINK
ABSORPTION SYSTEM B.T.U.
TEMP USE PERMIT SVC
WATER CLOSET'
COMPRESSOR HP
POLE, TEM/PERM
LAVATORY
HEATING SYSTEM FORCED GRAVITY
AMPERES SERV ENT
SHOWER
BOILER B.T.U.
SQ. FT. ® c
BATH TUB
SQ. FT. ® c
WATER HEATER
MAX. HEATER OUTPUT, B.T.U.
SQ. FT. RESID ® 1+/. c
SEWAGE DISPOSAL
BOND BEAM
SQ.FT.GAR ® 3/ic
HOUSE SEWER
WATER SYSTEM
GAS PIPING
PERMIT FEE
PERMIT FEE
PERMIT FEE
DBL
L--
TOTAL FEESMICRO
1 77
FEE
1
MECH.PL.CK.FEE
CONST. FEE ELECT. FEE
SMI FEE1 PLUMB. FEE
STRUCTURE PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR
SETBACK
A4
GROUND PLUMBING
/jADERGROUND
A.C. UNIT
COLL. AREA
SLAB GRADE
ROUGH PLUMB.
BONDING
HEATING (ROUGH)
STORAGE TANK
FORMS
SEV9, IMF
ROUGH WIRING
DUCT WORK
ROCK STORAGE
FOUND. REINF.
GAS (ROUGH)
METER LOOP
HEATING (FINAL)
OTHER APPJEOUIP.
REINF. STEEL
GAS (FINAL)
TEMP. POLE
GROUT
WATER HEATER
SERVICE
FINAL INSP.
BOND BEAM
WATER SYSTEM
GRADING
cu. yd.
$ plus x$
=$
LUMBER GR.
FINAL INSP.
FRAMING ®
FINAL INSP.
ROOFING i
/� � �
��/� �L,
%
/�J/y//�_ //�
/O w ��� Y►
REMARKS:
VENTILATION
FIRE ZONE ROOFING
FIREPLACE
SPARK ARRESTOR
GAR. FIREWALL
LATHING�1�/f/v Q
MESH
INSULATION/SOUND
FINISH GRADING
FINAL INSPECTION
CERT. OCC.
FENCE FINAL
INSPECTOR'S
SIGNATURES/INITIALS
GARDEN WALL FINAL
a
DESERT SANDS UNIFIED'SCHOOL DISTRICT
82-879 Highway 111
NOTICE: •Indio, CA 92201
Document *Cannot.Be Duplicated " (619) 347-8631
Date 8/24/90 '1 Type of Permit La Quinta
No: 110113 Permit #
Log #
Owner Name Sunnybrite
No. 54-065 street Avenida Villa
City La Quinta zip 92253 Study Area 111
APN # Tract # Lot # Square Footage 114466
Type of Development Single Family Residence . No. -of units
Comments
At the present time, the Desert Sands Unified School District does not. collect fees �on
garages/carports, covered patios/walkways, residential additions under 500 square feet,
detached accessory structures or replacement mobilehomes. It has been determined
the above-named owner is exempt from paying school fees at:this time due to the
following reason:
EXEMPTION NOT APPLICABLE
This certifies that school facility fees imposed pursuant to Government Code 53080
in the amount of 1.58 X ` 1466 or $ 2,316.28 have been p`id to D.S.0 S.D. for
the property listed above and that building permits and/or Certificates of Occupancy for
this square footage in this proposed project may now be issued. '
•t
Fees Paid By General Escrow Co. Tel h-"`
"', 8, 627
Name on the check
C?
By John D. Brooks
Associate Superintendent, Business Services f
• ? Cry' _ 1 c5 , _r �;
Fee collected /exempted by Joan Larson
i Payment
Signature ' �r-ic� } �z ` `r :d� J- •''
Check No. 70397
Collector: Attich a copy of County or City Plan check application form to District copy. ,
Embossed Original- Building Dept:/Applicant Copy - Applicant/Receipt Copy - Accounting
J
HUG 1:� `31J 1E: U I —R. 2/2
F119CORDING REQUF$Y4D BY
,q L)
AND WHEN RZCCRD70 MAIL TO
trJ N—itr Sunny—mrits TrustclrH�v Old Chf., Ivit'hin
tntm.- int i1j
ADORaan 0. Dox 70
IITA
La QUinta, CA., 92253-0076
SPACE ABOVE T I
"Am YAK OTA.MNSN" 9R*S USE.
Documentary tran*ier tax $ 2A.20...............................
E3 Computed on full value or property -;-ooveycd, ur
A00loots; SAME AS ABOVE Computed on full value 6s lie'ro, & artrumhrunc."
Cliry0`
reinuining thcreun at time of sale.
ETA' L
............................ ..................... ..............
Signature of deel6ront or aatnt dricl-min;ng tom fini,
Uninrorlinraierf nee.A City of ...... _Quinta
q PARCEL NO 774-223-016
rant Deed
This form furnished by Orange Coast Title CompArty
FOR A VALUABLE CdNSIDERATION, receipt of which is hereby acknowledged,
FRANX I FLORES,, JR- and MAU9SZW C- VLORES" Husband and Wife, who acquix,ed title 43
'Frank Plo ' rct,., Jr. and Mrs. 'Frank- Flores., Ji., his wife, a'11 of :.hers right, title
and interest in and to
hereby GRANT(S) In
LAWReNCE DEVORU,- TRUSTEE OF SUNNY-BRITZ TRUST, dated August 0, 1990'
ihif following described ittal property in the City of La Quinta
county, of Riverzide *tate of California:
Lot 4-j Block 295 of Setata Carmelita 'at Vale La,Qu1nt&,-On1t-27 as per map
recorded in book 19, nnqR-82 of maps in the offico of tho County Reco=der
of Rivezeide coupty, California
Hated — July 20"1990
FRANK FLORES, JR,
STATE OF CAFORM 4
COUNTY SS, MkIMEEN C. FLORES
42—before me, the unUet. ...... .
a Notary Public in and for said County and State. personally
71
FOR .J416TARY 5.!!JLL OR STAMP
known to me 2111CIA4 SEAL
40 l.e the pqetor..h.se narnc!uhsErihed to the wahiA ROS.:: M. Wil-LIAMS
N01AW PUGUf; - CALWORMA
ingrnment and ackAQwlcds;rd t)l&I vc—led the 3smv, apIjAclok o;91C[.&j
L216)
l n*ture of Notary ot t
A LI
I*ryptd Ar 1`1`11100) Of 00111fY
10 -183 2 5
r -
',Title* order N o. Em'row No.
MAIL TAX STATEMENTS AS OIRECTIOD AB'QVF-
}, Certificate of Coimnpliance: Residential
(Per. i..52) CF -lit
-.
Ovcrt:;_tig
Project TKk
Orientation (sf)
(single, double)
(roller blind, etc.) (shadescreen, etc.)
ProJcd Addrett .'
.
RaildinSPenmit0
JOHN h: HACKER 327-4565
DOUBLE
Documeziauloo Arthor Tatephow
wed By I Due
POINT SYSTEM
Comptlance Method V*aAae, Pout syrum or Conpoter) comate Zone
Snforcement Aseocy Use only
WHI TE
GENERAL INFORMATION
Total Conditioned Floor Area: = fftZ
_
BuildingType: Single Family
HotevMotel
(check one m more) Multi Family (less than 4 stories)
Addition
Multi -Family (4 or more stories)
Existing -Plus -Addition
Front Entry Orientation: North South / West / All Orientations (circle mus or more)
Number of Dwelling Units:'
Real..... (At . �—
Floor Construction Type: lab Raised Floor (circle one or both)
VERT I CAL 13L I NDS NONE-
Infiltration Control: (�ight (circle one)
^
FCSSI
��►
Rear..... (
R Y �,
BUILDING SHELL INSULATION
Component Insulation Locatiort/Comments
t:', 1 14 :0
Type R -Value (attic to gamic. typical, etc.)
P RES 3-31-93
Wall .............. R- I ( FRAME WALLS
.!Nall...
WOOD,
Roof ............. R' 'S TYPICAL
OFCA
Roof.............
Fluor .............
Skylight.......
- Floor........... -
NONE=
Slab Edge..... o TYPICAL
GLAZING Shading Devices
Glazing Area
Glass Type
Interior . Exterior'
Ovcrt:;_tig
Framing Type
Orientation (sf)
(single, double)
(roller blind, etc.) (shadescreen, etc.)
fycslno)
(11,:!4VW00d)
Front.... (9)
DOUBLE
VERTICAL BLINDS NONE
YES.
WOOD
Front....( )
WHI TE
�---
l.efi...... (�)
DOUBLE
VERTICAL BLINDS. NONIc
YES
WOOD
Left...... ( )
WHITE
Real..... (At . �—
DOUBLE
VERT I CAL 13L I NDS NONE-
YES
WOOD •-
Rear..... (
VHITE
Right.... (Il�
DOUBLE
VERTICAL BLINDS NOtE-
YES
WOOD,
Right.... ( )
WHITE
Skylight.......
DOUBLE
NONE=
NO
Skylight.......
THERMAL MASS
Type/Covering
Area
Thickness
islab/exposed, tila etc.)
(so
(inches) LocatiorMescription(kitchcn, back. etc.)
SLAB/EXPOSED
aOO
3 11201 KITCHEN/BATH/ENTRY
Certificate of Compliance: Residential (Page 2 of 2) CF -1R
Project TUk -- it
)HVAC SYSTEMS
Minimum Duct '
Type (furnmr, lair Efficiency Location Duct . Output, Manufacturer/Model 0.
conditioner, beatfli' P) (SE, SEER,HSPF) (attic. eu..) R -Value equal)
(or approved eq
FURNACE 7'Z--_ ATTIC
AIR CONDI ATTIC 04
Maximum Furnace Heating Output:. Btuh
HOT ®NATER SYSTEMS.rte Manufacturer/Model #
System Type (storage gas, etc.) Capacity (or approved equal) Spetcial Feature(s)
.,ELPGT 50 GAL OR LESS',$ APPROVED MODEL
SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) I
I
COMPLIANCE STATEMENT :
This certificate of compliance lists the building features and performance specifications needed to comply with
Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the Calilbmia Administrative code. This
certificate has been signed by the individual with overall design responsibility andthe building owner, who shall -
retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of
compliance is submitied for a single building plan to be built in multiple orientations, all building conservation
features which vary are indicated in the Special Feature$IRemarks section.
Designer
Name:
TitlefFirm•
Address:
Telephone:
Lk. A:
(signature) {dais)
Documentation Author
Narne: JOHN E. HACKER
Title/Firm: JOHN H. BACKER Q ASSOCIATES
Address: 4 501 E. SUNNY DUtf- S. SUITE
PALM SPRINGS, CA 92264
Telephone: 4tj) 327-4565
ignatu (date)
Building Ovimer
Name:
Title,Tirm:
Address:
w
Telephone:
������ �i j�o-y- ki' moi, �s u�,c-.•7�
{siYnattme) (date
Enforcement Agency
Name:
Agency:
Telephone:
(signature of clamp)
(e.:
Mandatory Measures Checklist.: Residential MF -1R
MOTE: Lowrise residential buildings subject to the Standards must contain these, measures mgwdkm of the compliance - --
approach used Items marked with an asterisk (0) may be superseded by more stringent compliance mquirements listed
on the Certificate of Compliance When this checklist is incorporated into the permit documents, the features noted shall
C be considered by all parties as binding minimum component perfonnarm spocificatrons for the mandatory measures
whether they are shown elsewhere in the documents or on this checklist only.
DESCRIPTION I DESIGNER ENFORC IAENT I
Building Envelope Measures
12-53S2(a): Minimum ceiling insulation R-19 weighted averitga
12-5352(b): Loose fill insulation manufacturer's labeled R -Value.
• 12-5352(c): Minimum wall insulation in harmed walls R-11 weighted average (does not apply to
exterior mass walls).
§2-5352(k): Slab edge insulation - water absorption tate no greater than 03%. water vapor
transmission rate no greater than 2.0 peer Vtwh.
12-5311: insulation specified or installed moots California Energy Commission (CEC) quality
standards. Indicate type and forts.
§2-5352(1): Vapor barrios mandatory in Climate Zones 14 and 16 only.
§2-5317: InfiltrationlExfiltration Controls
L Doors and windows between conditioned and unconditioned spaces designed to limit air
leakage.
b. Doors and windows certified.
c. Doors and windows weatherstripped-, all joints and pe ovations caulked and sealed.
12-5352(e): Special.infiltration barrier installed to comply with 12-5351 meds CEC gVality
standards.
12-5352(d): Installation of Fueplam
1. Masonry and factory -built fireplaces have:
a. Tight fitting, closeable metal or glass dos
b. Outside air intake with damper and control
r c. Flue damper and control
2. No continuous burning gas pilots allowed
V*
HVAC and Plumbing System Measures
12-5352(8) and 2-5303: Space conditioning equipment sizing: attach calculations.
12-5352(h) and 2-5315: Setback thermostat on all applicable beating systems.
• 12-5316(a): Ducts constructed, installed and insulated per Chapter 10.1976 UMC.
12-5316(b): Exhaust systems have damper controls.
12-5314(c): Gas-fired space heating equipment has intermittent ignition devices.
§2-5314: HVAC equipment, water beaters, showcrtheads and faucets certified by the CEC.
§2-5352(1): Water heater insulation blanket (R-12 or greater) or combined interior/exterior
insulation (R-16 or greater); first 5 feet of pipes closest to tank insulated (R-3 or greater).
12-5312(Fxcepdon n: Ape insolation on steam and steam condensate return do rocirculatin�g
piping,
12-5318(d): Swimming Pool Heating
1. System has:
L On/off switch on heater.
b. W instruction plate on beater.
e. Plumbed to allow for solar.
2.75 percent thermal efficiewy.
3. Pool cover.
4. Time clock.
5. Directional water inlet.
Lighting and Appliance Measures
.12-5352.0: Lighting - 25 lumeWwau or greater for general lighting in kitchens and bathrooms.
12-5314(c): Gas fired appliances equipped with intermittent ignition devices.,
12-5314(x): Refrigerators, m igerator-froez rs, frttztn and fluorescent lamp ballast citified
by tic CEC. lndi:atc make and model number.'
IN/AI I
JOHN. H. HACKER, CIVIL ENGINEER, PALM SPRINGS 37-4565
NAME ------- SUN CROWN
ADDRESS -- LA OUINTA CALIF
DATE ------- MAY 15 1910
MANUAL J FOR HEATING AND COOLING LOSSES
AREA BLDG 1466 SO. FT.
PERIMETER 162..8889 LIN. .FT.
INSULATION R VALUES .FLOOR it ..CEILING 38 ..WALL 11 ..DUCT 4.'
AREA NORTH WINDOWS 84 SO.FT. PERCENT OF AREA 5.729e77
AREA EAST WINDOWS 50 SO FT. PERCENT OF AREA 0.410641
AREA SOUTH WINDOWS 40 SO.FT. PERCENT OF AREA x.728513
AREA WEST WINDOWS 0 SO.FT. PERCENT'OF AREA 0
AREA SKYLIGHTS 0 SO.FT. PERCENT OF AREA 0
TOTAL WINDOW AREA 174 S.C.FT. PERCENT OF AREA 11.85963
THE U VALUE OF THE WINDOWS IS .65 DUAL -PANE
SOUTH OVERHANG LENGTH
INTERIOR THERMAL MASS AREA = 300 'SO FT.
INFILTRATION(STD 0.018, MED 0.014, TIGHT 0 012) _
HEATING LOSSES
FOOTING LOSSES..... 5G55.50r BTU
CEILING LOSSES... 115b.53' BTU
WINDOW LOSSES.. ' 3506. 1 BTU
WALL LOSSES.... 28001199 .BTU
INFILTRATION LOSSES... 6544.224 BTU
TOTAL HEAT LOSSES BTU/HR.. 19G5G.55
GAS FU RNANCE SIZE 472.13. 53 BTU OR 45 . 00c i PTU
COOLING LOSSES
FOOTING LOSSES... 2433.474.BTU
CEILING LOSSES..., 1484.557 ETU
WINDOW LOSSES... 12100 BTU
WALL LOSSES.... 3606.755 BTU
INFILTRATION LOSSES... 3814.73'BTU
NO. OF PEOPLE... 5 COOLING LOSSES.:. 2000
KITCHEN... 1500 BTU
DUCT LOSSES INCLUDED IN TOTAL
TOTAL COOLING LOSSES(SENS) 31567.95 BTU
POINT SYSTEM SUMMARY:CLIMATE.ZONE 1.5P
r
- '22R
-PROJECT TITLE=SUN CROWN
DATE=MAY
15 199_
. JOB` SITE=LA' 0UINTA CALIF
BUILDING DATA
CONDITIONED FLOOR AREA= 146E
NUMBER OF STORIES=
1
SLAB/RAISED FLOOR SLAB
.TOTAL.GLASS AREA 174 SCI.FT
%GL'ASS 11.86903
CHECk:: ALL - APPLICABLE UNIT TYPE CONDITIONS)
(.X) SINGLE FAMILY DETACHED (SFD) (
:r ADDITION
ALONE
( :r SINGLE FAMILY ATTACHED (SFA). (
:r EXISTING
BUILDING
MULTI -FAMILY (:MF) (
:r EXISTING -PLUS
-ADDITION:
SCORE CARD
MEASURES
POINT
SCOPES
1.CEILING INSU. 38
t)
.WALL INSU. 11
-8
,.:,.RAISED FLOOR I"NSU 0
(r
4.SLAB'EDGE INSU 0
cr
S.I.NFILTRATION STANDARD
(r
6. GL ASS HEAT LOSS DUAL PANE U=
.65
5
SUM 1 -6 = ( -3
i
7. SHADING (SHADE OPEN)
GLASS AREA 4
SCt= .6776
A.. NORTH 5.7L,DOT7 X .6776 =
p
3.88 565
p
-1 84
B. EAST 3.410641 X • .6776 =
2. 311051
-1 5ci
D. SOUTH 2. 7'8513 X .6776 =
1.84684
0 4C_)
E. WEST 0 X .6778
-1 0
H. SKYLIGHT ci X .77 = (r
C.) C)
c . SHADING ( SHADE CLOSED)
% G,LASS
SC= . 255.
A. NORTH 5.7 9877 X .255 _"
1.46�'�65.
(r �
5. 798, 7
B. EAST 3.410641 X .'255 2,
.87039156,
1 3.41`0641
C. SOUTH_ 2. 7 22851 S X . 255.E _
. G.963165
4.. 22. 7' 8513
D. WEST it X .251152 _ 0,
6 <> '
E. SKYLIGHT 0 X .77 it
0 o
9. INTERIOR THERMAL MASS .45566`
ix
1(r.EXTERIOR WALL MASS it
it
SUM 7-10 =( 8 i
1 1 . HEATING SYSTEM .722 S.E. X : 8
= . 590400)1-
Cx
1'2. COOLING SYSTEM 9 SEER X.81 =
7.'-9
3
13 WATER HEATING G. G E, f,�6Gi�•
""
TOTAL POINTS
SEE DR.AWING A115 FOR LEVEL CEILING FILLER DETAIL
3X6 1 37' B� I 3X6 137 8
3X5 34' B' 3X5 34' B
3X4 3B' B 3X4 39 B
Sym
RBWT
6X6 37' 8"
5X4 34' 8"
T?.
6X8 37' 8"
5X5 137' 8'
5X4 34' 8"
3X4 37' 8"
2.5X4 33' 4'
ISX5 33 8"
4X5 127' 7"I
5Xl 37' 8"
1.5X4 37' 8"
1.5X3 34' B'
3X4 37' 8'
2.5X1 134' 6'
2.50
WEBS 2X4 #3 HF, FL, OR SO.P--UNLESS JAN 9 1944:
I
OTHERWISE SHOWN. JG;
+• BLOCK REQUIRED WHEN PLATE : +��'"''t' I I�, •�
PROJECTS MORE THAN ONE INCH.
SEE DRWG# A138 FOR PLATE LOCATION �y�•
ANU ORIENTATION ON TYPICAL
JOINTS.
[181 ■ PROVIDE FOR HORIZONTAL .
MOVEMENT AT ONE SUPPORT
LOCATE TOP CHORD INTER -PANEL SPLICE
WITHIN 6' OF PANEL 1/4 -POINT.
\\15.00
3X9
37' 8"
3X8.
35'
B"
3X7
38'
7"
3X6.
26'
3`
37' Q' MAX
PLRTE TYPE --ALPINE
x&IHPORTRNTl* MESS THESE SPCCIFICTITICNS FOR LUMBER AND WARNING u TRUSSES REQUIRE EXTREME CRR£ IN f04CLING,
FLPINE COMMCIOID, fHE FDLLOYED AND 114E ERECTION RND BRRCING. SEE-BVT-76"
TRUSSES BUILT IN CCWCFinFK[ VITA -OURLIIY CONTROL MT&n" BY &TPI, (BRACING RLDD TRIBES: CDMnENTRRY " RECCtri "TIDNS-
TIIERE SIALI BE NO YIYLRRHTIES OF THIS DESIGN, EXPRESS IYI IMPLIED. .TPI). SCE THIS DESIGN FON ADOII]DfAL SPECIAL ORFCING
TL PINE Ma ECTORS F61E M N FFCTURFU I'ROA 20 GAUGE CRLYRNIZEU STEEL REOUIRETENTS. UNLESS OTHETIVISE REO.O, TOP CHDRO S`ftL
UNLESS OTIIERYISE SIOVN, MEETING REQUIREMENTS OF ASTM 8446 WIDE R. BE LRIERRL.IY BRACED VIIH PROPERLY RTTFDif0 PLYIDOO
li'PLY CDWCiGRS 10 BOTH Ff1:ES RT EAG( .(DINT AND LDCAIE RS MINN. SHfIlTHING, BOTTOM CIDIID WITH RIGID CEILING OR BRR:ING
BEfiRING V10116 RRE 4' MGMIINI. MESS DTHERYISE 6140VN. DESIGN FIT II IrLi1 OF 10 FEET 0. C. 00 NOT USE THIS DESIGN
STIUNOFUM CONFOfU WITH RPPLICHBLE PRDYISILf45 OF •NDS -77 FILO aIPI-ILI VITA FIRE REIf'FtDAM7 TRERTEO LUnCER.
.--TPI - TRUSS PLATE INSTITUTE, NTIS - NITIONRL DESIGN SPECIFICATION FDR YDOO CONSIRLLTION
Thum L • • s
t WALYK
1
6 EQ. TC PANELS
4 E0. Be PANELS
MEASURED FROM
INSIDE SCARPS
MIN BR
SPAN
•+ - BOTTOM CHORD
CHECKED FOR
18 PSP
LIVE LOAD
FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR
e toy
po 13673
RLPINE ENGINEERED PRODUCTSIINC.
P.O. BOX 2225
POMPRND BERCHNFLORIOR 33061
.A 305-781-3333
DESIGN CRITERIA UBC
TC LIVE LOAD 1.6.8 PSP
TC DEAD LOAD - 14.8 PSP
•+ Be DEAD LOAD " 5.8 PSP
TOTAL a 35.8 PSF
DUR. FACTOR 1.25
SPACING 24.8' OC
FIR OVERALL SPANS
LARCH 2X4 TC 2X4 Be
2488F -2.6E 37' 8" 37' 8"
2258P -1.9E 36' IB' 37' *8" n
218BF-1.8E 35' 18" 37' 8"
1950F -1.7E 34' 9" 37' 8" S
R
1808F -1.6E 33' 8' 37' 8"
165BF-1.5E 32' 3" 34' 11"
1450F -1.3E 30' 2" 38' 8"
#1 MC -15 33' 11' 3T' 8' Y
#1 32' 4` 35' I1" I
#2 MC -15 38' 11` 3.3' 1" S
$2 29' 3" 31' 5"
LORDING SPACING
35.0/1.25 24.0"
2XLI/2X4PITCH .
6 40 S .MP 15.00/2.50/'12
SPANS T0. 37' B
COPYRIGHT 1981 F 5825446
oftag el 3/B7/H1
W #&-45OA596
A -M6 -SCIS- 3.5/1.25-16+14+ 5- 24
3X4 124' 7"
FST
' 5X4 124' 7'
4X4 24' 7"
1.5X3. 24' 7'
1 1X3 23' 2'
3X6 24' 7"
5X6 24' 7'
4' 7" MAX
WEBS 2X4 •3 Hp. PL, OR SO.P--UNLESS
OTHERWISE SHOWN.
SEE DRWG1 A13o FOR PLATE LOCATION
AND ORIENTATION ON TYPICAL
JOINTS.
LOCATE TOP CHORD INTER -PANEL SPLICE
WITHIN 6' OF PANEL 1/4 -POINT.
5.00
4 E0. TC PANELS
2 E0. BC PANELS
MEASURED FROM
INSIDE SCARFS
2X5 24' 7'
2X4 23' S'
PLATE TYPE --ALPINE '
MIN BRG
SPAN
3.52"
24' 7"
•• BOTTOM CHORD
CHECKED FOR
12 PSP
.LIVE LOAD
A *11"PORTWN 11 'FLPTNE THESE CUNNECTORbFI
FRE I FFDLLOVEO AND ONS THE WARNING ERECTION ANDFOR LUfleER ND TRVSSREBARCIEXTRNC. CARE
I-B'JT' 6-
TRUSSES BUILT IA CONFORnWE WITH-DURLIIT CUN1R0. MANUAL- 61 .TPI, I REgCING VCOO TRUSSES: COInEMIRRY AND RECOtYIfNCATIONS -
THEFE SIfiLL BE M WARRANTIES OF THIS CESICN, EXPRESS OR IMPLIED. •IPI). SEE THIS DESIGN FOR A0011IONRL SPECIAL BRACING
ALPINE CONNECTORS ARE IV1uFACIURED FRO 20GAUGE GALVANIZED STEEL REQUIREMENTS. UNLESS OTIERVISE REO'0, 10P ClIORD SHALL
L1NLEE:-: OTHERWISE EllOVII, IfETING RECUIREMENTS OF ASIA F1446 GRACE R. BE LATERALLY BRAKED 91111 PROPERLT R1TWHEO PLYVD00
FPPLT CONNECTCRS TO 00111 FREES RT ERL'II JUINT RND LOCATE AS GWYN. SNER111ING, BOTIDG CHORD VITH RIGID CEILING DR BRACING
bERR AG WI07A6 RRE 4- WAINrL' W.FSS OWERVISE SIOVN. DL61GN AT MMlain OF 10 FEET 0. C. DO NOT USE THIS DESIGN
STHND=QTS CONFDIM VITH RPPLICAtlLE PRUVISIONB OF .NDS -1, AND -IPI-78 I VITII FIRE REIARORNT TREATED LUMBER.
@--TPI - TRUSS PLATE INSTITUTE, NDS - NY)TICNRL DESIGN SPECIFICATION FCR VOW CONSTRLIC71ON
FURNISH A COPY OF THIS DESIGN TO ERECTION CCIITRACTOR
un I
yw 13673
'Nv
a uasl%
�•tw .'� % ,_.- �„o rya.
ALPINE ENGINEERED PRODUCTS,INC.
P.O. BOX
2225
PO'IPRNO BERCH,FLORIOR 33061
L 305-781-3333
-DESIGN CRITERIA UBC
TC LIVE LOAD
- 16.8 PBF
TC DEAD LOAD
- 14.8 PSF
•• BC DEAD LOAD
- 5.8 PSF
TOTAL
- 35.8 PSF
DUR. FACTOR
1.25
SPACING
24.8" OC
IR
OVERALL
SPANS
LARCH '
2X4 TC
2X4 BC
2482F-2.BE
24'
7'
24' 7'
225OF-1.9E
24'
7'
24' 7"
m
218OF-1.BE
24'
7'
24' 7"
5
1952F -1.7E
24'
7"
24' 7"
1822F -1.6E
24'
7"
24' 7'
1652F -1:5E
24'
7"
24' 1-
1452F -1.3E
24'
7"
22' 3'
SS
24,
4'
•1 MC -15
24'
7"
24' 7"
d
I
el
24'
7"
24' 7"
42 MC -15
24'
7"
23! 3"
S
f2
24'
7"
22' 5"
LORDING
SPACING
35.0/1.25
— 24.0 to
2X4/2X4
PITCH
42WBS OU
5-.0/12
SPANS TO
24° 7"
COPYRIGHT 1981
5282442
1/12/81
A450,152 .
A-M6-CO14N- 35/1.25-16tl4t 5- 24
W { •/• VrIYJ�+/��i AVf.ia��— w.�,.��:S�u6T I = r5.��
TOP CHORD 2x4 f'2 -FIR LARCH
BOT dFORD 2Y4 :".-2 MR LARCH
No wane or Knots should occur it the plate contact arca.
It is the responsibility of the fabricator to revie•., this
drawing prior to cutting of lumber to verify that all data,
including dimensions and loads, conform to the fabricator's
truss layoff:; and the architectural plans/specifications.
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."
224" 24"
i
-i' J-2 J-3
' I
3x
i
I ,
BEARING LEDGERS & CO\1ECTION
BY OTHERS.
M
PARTIAL FRA."" -C, PLAN
' I
i
i MEXON
HIP —
TJ -;r
I J-6� �. l
G -0'•11-4
j PARIES
24" 24" .24 I
J-5 I J-6 I 1-7
�- BEARINC, LEDGERS S CONNECTION
BY OTHERS; �
T
J I,
1•
PLATE TYPE ALPINE FURN ISM A COPT OF THIS DESIGN TO ERECTTOPY CCNTPACTOR S
IMPORTANT: ALPwE ENGuEERED PRODUCTS. r+c. WARNING: TRUSSESREOUIaE07R 4 DESIGN CRIT, tBC
SMALL NOT EE MSPOi ELLE FOR ANY DEVIAT1 FROM 1145E CNS W T.707 W:.. CI#*GEAECON Alm RUES
SPECIFi ATX>dS OR ANY DEVIATION FPIOM TMS OFSJGN OA ANY SEE •ENT RY AxO AEG MOOD TRUSSES: typf ESS/y, TC LL: 16 PSF
COMME NTAAr Ax0 REWM►IENOAT7CYF5 p Y
FAAAXIE TO SuLD T►4 TRUSS W CONFOAL NCE WFTH T),E 'TPII. SFE T)a" DeskN FOR ADOMONAL r TC DL: 14 PSF
C-OVALlfy CONTROL L&W-AL' BY TPI. ALPwE COW4ECTORS ARE SPECIAL KAWAr+ENT 6RAUNG REOu�E• ,���' d,
leANtSACtIJaED FiiOM ID GAUGE 6AtvArt2ED STEEL Ll+lESa VENTS UNLESS OT>$Rw6E S -KA t TOP ai � 5 PSF
- OTNEiNHSE SNO%WK UM04G REOLORENdUM OF ASTM 1614 04ORD SMALL BE LATEFNLtr ERACED MTTN :� Ids u6T3 BC OL:
GRADE A. APPLY COF+4CTOAS TO BOTH FACES AT EACH JowT PROPERtr ATTAOrtO PLrWOOp S)4AT)aNa 3 S
BpTTOM o+oRo WIT>, alto CExDaO DA � � TOT :
�� nF
ANO LOCATE AS SNOWN. SEAMNO VODTl-a ARE r 040s"'"L SPACING AT L&kx >rl ju OF v FEET O.C• 00 NOT 25
U►4.M- OTHOERVASE SM0*X OESOGN STANDARAS CONFORM USE
l.. WrrM FIRE RETARDANT r�7 7 v 1 . OUR FAC:
WITH APR)CABLE PRN
OSKYEATL
10
dS OF *NOS -77 ATPFTB
?D,ChLI SPACING 24" 0. C.
•TP.. TRUSSR RTF INSTITUTE: MOS NATI(1NA1 FSICCT
N I-ECIFICATION FOR WOoD COKSTRUION.
RFF• 1952 -CP 1_
DATF• 12/7/82
OWG. 255 , 379
FNr,: PR/"B
QlA LEN: VARIES
PITCH 4/12
TYPE: JACKS
ooa)OD
ouOODDO
n1111111111
m 1 ' a :110UD
DD�00D0 r7
X � Tn L pL � .•. 2 � %t�
Niz -. o �►'.'� 1cn
71
O
linty Nb C O
O
f•- Z � N � � m C ZU� 1(r�' �7n:
.1 C,
N
�y�g�7ri>
�--
Y • {� /0
•1 .� N L N tll l•1 (1 � !t �
� �ba��,��' �>c •off1
Q Y m n P, s v � N c, Z
nc i a n$�Z �mZ
nG{�%pn
o
m
r o
o
O
aci, A
S '
$ -)
4 811
UI
X
r_
Co
co- •
MU
NHiy
u'
M
t7
-1 W -4 -1
O
-0
HXl
O n t7 t7
(n
u
x t•1
a •-• a� x
PI (1
V H b
1'
C3 o r
•-•
til u
Z
M
0
z
rn
•a
0%
NUM
M
tjla0
(n
z H to
0
9
rn
:1 •
N M
fJ ?•
cn r -n a)
r 1
y
x M
w• M
`<
ro
U1
CJI0000
t
r!
H
O
On�Ht
O
m
O
cn to cn cn
U
N
En •h to
0-4M
r�
-t
-O
o
c-]
o
C3
x,
tJ
F---1
b n
0
r.
fTl
N
-O
nl
—1
w
!
c]
In'l. M
^l.
c7rz•
m
m
1T1
rrM
=
m
Z
n
a
V
3
N
1--
rl �! 7
O
-
Htn
►-M
••
x U
O U •1
o
% x
C
kp
H �C+:
tv
In M
IJI
n
•,i,' `.
Oros!cn
(D
M M
O 4
ri
ro
1
1—
•
CrI
1
�.
x�
Hn
cn
\
K
1
�,•
;U i
O
W
o
n
N
n'. r
"
t•bro
-
UI
X
r_
Co
•v t•1 t7 n
w :0 t1l 0
OMIn
,,J 114
III •1clt•1
to N z
(nxMH
NG7 ;u r/
0.1. O
'�•,
�• :tl r 4%
t, C: r
EA ly
MtnHM
7. M M b
0 In
t•1 :(1 •1• �!
� 9
n+11
.TJ rnln
111 q .1
0 AC:=•
Y N :t1 U
rO t•t •+
•1, al
N M. •-1
7, 0 :t:
G]H70,M
0Omm
O M
• (n H to
� in
M M C U
xN(n:G
H M to
UbMI�
7.CY•a
YNtnr
rnz]N
Mr••1
M
0--,
to I•
K•10
O •h
r-/rw
x0• •1
0n x
to t4
MH
N
O to
Z In
to
•9.1CMN H
:o O M Y •i :(:
c: v to N
M
hl K n •
C• Y H �-
Y s- • 1 •1 a:
< u r•OM :r.
Q h: H t1 't7
H N H M
HYOtn tJ
�i~xo m
H M z N
CV<to n
'la S!NN
1, 1h{M tl
r
•tn • �l N ..1
l.l] In N
� cl 0 t
Int'J•j v
t:. -a H O
CI M H
F• 7.
•�oclw
Y�
onnr- M
N N C
co- •
MU
NHiy
O
YM:1r
G
~
HXl
M'ON
N In O "
w
x t•1
a •-• a� x
PI (1
V H b
1'
In z •1
.1 .1
til u
iii
o
x ci
I• oo�
In
•a
0%
NUM
M
tjla0
P
z H to
0
N O
Cl 1
:1 •
N M
fJ ?•
.-•
y
x M
w• M
`<
CL
H t''
ly
t
r!
O
M H
On�Ht
O
O
O
4)0
U
En •h to
0-4M
C7.
?n•1
V
(n
.y
M
SH
7 •
tJ
b CJ
b n
0
r.
tt
N
m
O
HMH
In'l. M
^l.
•r
M
m
1(n
rrM
'N
OOto
V
rl �! 7
O
-
Htn
►-M
••
x U
O U •1
o
% x
C
H �C+:
tv
In M
IJI
n
•,i,' `.
<
(D
M M
O 4
ri
zn0
•
0-0
H N
�.
x�
Hn
U
K
�,•
;U i
t,
ror-
tJ M
N t•1
n
In to
n'. r
"
t•bro
O
z
C
to
H
4 t7
H
ON•!
N:O
to
z f•]
LA In ./
GI
ra c)
O :C
Mr
x
0
t7
CL
•v t•1 t7 n
w :0 t1l 0
OMIn
,,J 114
III •1clt•1
to N z
(nxMH
NG7 ;u r/
0.1. O
'�•,
�• :tl r 4%
t, C: r
EA ly
MtnHM
7. M M b
0 In
t•1 :(1 •1• �!
� 9
n+11
.TJ rnln
111 q .1
0 AC:=•
Y N :t1 U
rO t•t •+
•1, al
N M. •-1
7, 0 :t:
G]H70,M
0Omm
O M
• (n H to
� in
M M C U
xN(n:G
H M to
UbMI�
7.CY•a
YNtnr
rnz]N
Mr••1
M
0--,
to I•
K•10
O •h
r-/rw
x0• •1
0n x
to t4
MH
N
O to
Z In
to
•9.1CMN H
:o O M Y •i :(:
c: v to N
M
hl K n •
C• Y H �-
Y s- • 1 •1 a:
< u r•OM :r.
Q h: H t1 't7
H N H M
HYOtn tJ
�i~xo m
H M z N
CV<to n
'la S!NN
1, 1h{M tl
r
•tn • �l N ..1
l.l] In N
� cl 0 t
Int'J•j v
t:. -a H O
CI M H
F• 7.
•�oclw
Y�
onnr- M
N N C
co- •
• • to
n 3c •(J r(
O
YM:1r
C
! :4 N ty
b
N In O "
.
1-1
a •-• a� x
x O 0
4
.L7
In z •1
s•
fir{
NOM
:'C
0
?+ n to
In
L LCr/
tjla0
P
s- r •-• t•i,1
luO l:1,
it
ntnr7
U
s• - C d
r!
On�Ht
O M w
W
- x W C:
(n
En •h to
0-4M
i0
E' TFUSS FOR:
L'
y SP .=FSPpy=lRTCAT:0rS ,
43—LDLTG�, ..__CL
CALF. 922;'_ ?,00: S�-WATH�Ii1G
45c iIN{.; a o
ANCHORS �
2x4 STRONG -';AL
C OANS T RUC TI ON,
O
T7_SS PLATE TO M_, TCH _I
C01?�Oiv TRUSS' -
` a A 7N G `,
22 4
{
S ^T 1
G" rr7T'4ZS
..,., _ :�, a :; ---il L r •. \
,- - _.,+• Sit r:...._� :� .:.=_C: .. I { �
r trZ P
N:
V N
`n
=
C
Cil m
�
o
T
O
t.
r•
O
1
►s
co
\
7
�J7
-
�
c
z
A
y
w
o-
f+• V
r trZ P
N:
V N
`n
vj
�•
�
o
T
O