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Y BUILDING AN
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I' a, , ^1 y i t If 2A1 4'Blake Avenue s . .
? , _ G,,,'''. Glenwood Springs, Colorado 81601
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' a Date: 30, 1983 P H. .. i y '
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'BUILDING PERMIT APPLICATION
GARFIELD COUNTY BUILDING DEPARTMENT
Lt. ► L A N � �' H b ` �" y P F�. go 0 o L) K 1 Y 1 N C
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Garfield County, Colorado, 19 3
Owner: b C � y M� � c A
Contractor or Builder: A N C' -a E /\) s r
Location: q 3 /1 6 14 Kb g G o b 5P R R tJ c• c, C:-
Purpose for which building is to be used: f L D G
Size of Lot:
Distance of building from property line at
Front: Rear: Left Side: Right Side:
Distance from nearest building: _ Number of stories:
Source of water supply: Number of rooms:
Type of sewage disposal: Type of foundation:
Width of building: Material in outside walls:
Length of building: _ Exterior finish:
Height of walls: Type of roof:
Floor space in square feet:
Estimated value: $ 14 .3.60 `r Q
Date construction will begin: Date of completion: --
....._ b L �
Permit charge: $ /10
Plan check fee: $ 7 ( • toy
TOTAL: $ / tVeSs9
And l /We hereby agree to build strictly to the terms of the above description, and also to clear the grounds and
adjacent street or streets of all rubbish and debris caused by the construction of said building.
Respectfully, f — ' . --- 3 –
The County Commissioners hereby grant the above permit as per terms therein stated. This ) day of
l J 19
3u LoI G OFFICIAL
PAGE: 5
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INITIAL PRESTRESS= 226 KIPS FINAL PRESTRESS= 175 KIPS
REQUIRED RELEASE STRENGTH= 3500 PSI' REQUIRED FINAL STRENGTH= 5000 PSI
ASSIGNED RELEASE STRENGTH= 3500 PSI ASSIGNED FINAL STRENGTH= 5000 PSI
AT HARP PT.= 24.00 FT., TOP STRAND= 12.50 (IN) FROM BOTTOM OF DECK
AT X= 24.00 FT. HOLDDOWN FORCE /LEG= 5.6 KIPS
BEAM IS STONE CONCRETE r
ESTIM.SHORTENING BETWEEN SUPPORTS AT ERECTION TIME:
AT C.G. CURV.EFFECT TOTAL
TOP .29 -.11 .19 « < LENGTH CORR.NOT TO EXCEED THIS VALUE
C.G .29 .00 .29
BOT .29 .30 .59
HARPING FORCE CAUSES NEGATIVE BENDING MOMENT IN BEAM BETWEEN THE TIME
THE HARPING PINS ARE REMOVED AND THE PRESTRESS STRANDS ARE CUT. TOP STEEL
OR WEIGHTS MAY BE REQUIRED.
INSTEAD OF STEEL, A WEIGHT= 2.4 KIPS AT X= 24.00 MAY BE USED
BEAM HARPING TOTAL TOP AS
X MOMENT MOMENT MOMENT (FY =60)
FT. K -IN K -IN K -IN IN
19.20 1173 -1257 -84 .14
24.00 1222 -1572 -350 .59
28.80 1173 -1257 -84 .14
HORIZ. ANCHOR REINFORCEMENT & BEARING STRESS ON BEARING PLATE
MEMBER TYPE: DOUBLE -TEE (REQ'D STEEL BELOW FOR 1 -LEG ONLY)
CONFINEMENT FOR P/S ASSUMED -NO
BBOT= 3.8 (IN) BTOP= 6.0 (IN) H= 16.0 (IN)
NU= .20 +PU LAMDA =1.00 ALPHA= 10.0 (DEG) FY= 40.0 (KSI)
LEFT REACTION PU= 14.4 (K) RIGHT REACTION PU= 14.4 (K)
MINIMUM REQ "D PRESS.
BRG. LENGTH HORIZ. AS REQ "D BRG.PRESS. HORIZ. AS REQ "D BRG.PRESS
2.5 .15 1.51 .15 1.513
3.0 .15 1.26 .15 1.261
3.5 .15 1.08 .15 1.081 vl
4.0 .15 .95 .15 .946
4.5 .15 84 .15 .841
5.0 .15 .76 .15 .757
NOTE: AS DETAILED BRG. LENGTHS MUST BE LONGER THAN MIN. USED IN CALC. TO ALLOW
FOR AS -BUILT TOLERANCES. SUGGEST MIN. ADDED LENGTH BE 1 /2IN. PLUS
DIFFERENCE IN SHORTENING BETWEEN TOP AND BOTTOM OF MEMBER.