HomeMy WebLinkAboutApproved Plansi
APPROVED
INSTALL (I) P1)514 PIER AT
EACH GOWER OF GFNMIEY.
SUBJECT TO NOTED
EXCEPTIONS & INSPECTIONS
GARFIELD COUNTY
BUILDNG DEPARTMENT
DATE a BY>(
fQ
SLC" MAX
CORNERS
93
HELD COPY
NO INSPECTION WITHOUT
THESE PLANS ON SITE
Page Of
FigUSE
6'-0' MAX
-0. MAx
6'-0' MAX
MAX
i .E AIR LAYOUT
SCALE: N.T.S
ALL CONSTRUCTION 15 TO BE IN
ACCORDANCE WITH THE 2015 IRC. AND
ANY LOCAL CODES THAT MAY APPLY
GRADING AND DRAINAGE IMPROVEMENTS MAY NOT
BE PART OF THE CONTRACTED REPAIR WORK. THE
CONTRACTOR IS ENCOURAGED TO ENGAGE THE
HOMEOWNER TO REMEDY THESE CONCERNS.
Refer to plan attachments for
Garfield County
Building Requirements i
and comprehensive list of
Plan Review Notations.
ENGINEER'S STATEMENT
TIE REPAIR I5 NTBLED TO PROVIDE RELIEF OF MNOR STRESS FRACTURES IN TIE
CONCRETE FOACATION Y ELLS, TRAMS,/ERIE AND I46RATORY REFLECTION CRACKS IN
MAaONRY NEMER 5Y5TEPE AO ELOPER FLOOR 5/571345, NO AS A PFE4ERATIVE
MERLRE TO BEM CAMAS NO OBER DYSTRfE,SE5 THAT ARE FREER DO NOT
FORSEL
THS RERUNS NO/OR MNL [SWINE FROECT E NOT A tSU RYiTEE THAT RIMER
't'TRLEBNT OR IWJ. CRAXIHS!ILL NOTOCCIR EL ODER PARTS OF TIE ICIFX Fk'7T
40.L 'm IN TM* PROSCT, OR 1 T'WTTLEN/T OR MOMENT OF W49'NRED
PORTIONS /SELL NOT MILT IN AMMIONIL GRAGgN6 Pi TIE REPAIRED SECTIONS.
PROPEL GRADIN& AND ORMAN ILL FNP PROTECT TFE FAAIR IIOR K FROM
EECOMI S A CGIGURT FOR MOISTURE RTRJS:711 TO TIE OEPR:R 501. STRUCT[RE5
REPAIRER A FOARJATILN SYSTEM IN A SLODEN OR DRAMATIC FASANON U5Nb
TELFM3l5 LIKE HEJC.AL PERS, R151-PI/3&, PIES:UIE 6RLVTINS, OR OMER
CiEGK-ACTFN6 12JE.1% MEfICDOLOSIIM LAN NAVE ADVERSE ERECTS, SUAN A6
DTEFiIVE INTERVOR R4SN fGRYRWLU PAMAGE GRNGK5 IN TILE FLOORS, ELOLIO OR
5@'ARATION OF FOOD FLOORS, STGKJN6 OR N019NGT1ONAL VOX NO AMNION JAIES,
OR PERHAPS STRUCTURAL DNM6E TO FLOOR NO/OR ROOF DEANS FROM EWEN
RE-5714E0NC
des cE,N »AT,A
HELICAL PIERS, NONE
PU54 PIERR5: (10)
WAL- ANCHORS, NONE
WALL BRACES, NOW
SMARTIAC.YS, NONE
*PER DEPTH WILL VARY. HELI0A1 PIERS SHAH EE INSTALLED TO
4P00 FOOT-POUND5 TOROLE, GONTAG7 ENGINEER IF THISTOROLE
GANT EE ACHIEVED. pV5H PIERS SHALL BE INSTALLED TO REFUSAL.
HELICAL PIERS MAY BE SUBSTITUTED FOR PUSH PIERS KNOUT
CONSULTATION WTH THE ENSINEER, AT THE SAME SPACING. CHANGING
FROM HELICAL TO PUSH PIERS REOUIRE5 CONSULTATION WITH TIE
ENSINC-ERR
2015 IRG/15G
115 FPS WIND LOAD, E). '0', 5-5E0 &UST
50 PSP &ROUND 5440W LOAD NP To A,000 FEET 4 &LENWOOD SPR65
T5 PEP (9poo FT), 100 PEP (10,000 PT)
SEISMIC B, FROST 36'(UP TO 5000 FT 1 6LENNOOD 5PR55), 45'
ABOVE &poo FT
FLOOR 4 EXTERIOR! DEGLC LOADS:
DEAD: 10 P5F
LIVE: 40 PEF
•11 E55 PLANS ARE COPYRIGHTED
2020 ALL RISHT5 RESERVED.
ANY SALE, REFRODUGTION
CREATION GF DERIVATIVE
WORKS BASED ON inn PLANS,
OR U5E OF new PLANS FOR
ANY PURPOSE WITNOUr PROPER
COMPENSATION TO ANO TRE
EXPRESS WRITTEN CONCENT OF
7E5I6h€R 15 STRICTLY
PROHIBITED.
JOB#: 20-501
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PAUL R. BRYANT, P.E.
2141 TROY CART
COLORADO SPRIN55, GO 13091E
SHEET I OF 2
BLRE-80-20-6434
ENGINEER OF RECORD SHALL FIELD VERIFY INSTALLATION OF STRUCTURAL RESISTANCE DRIVEN
PIERS AT UNDERPINNING OF EXISTING FOUNDATION/FOOTINGS. ENGINEER'S STAMPED APPROVAL
REPORT IS REQUIRED FOR FINAL BUILDING INSPECTION.
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PRAGKET PETAL
PROJECT DETAIL
I N/1G PUSH PIER (PP2161 T-54)
MESE PLANS ARE COPYR16HT132
2020 ALL RI6HTS RE,5ERvEO.
MY SNF, REFRCoICTION,
CREATION CP DERIVATIVE
ARKS DAME/ DN T}f1SE PLANS,
OR USE OF THESE FLANS FOR
NK PURPOSE KITH= PROPER
GOMPEI45ATION TO AND THE
EWES MiTTE,4 CCT eir OF
oE.516IER f5 STRICTLY
PROHIBITER
JOB*: 20-501
EPAIR OF WESTERN
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PAUL R. BRYANT, PE.
2141 TROY COAT
COLORADO 5PRIN65, CO 80418
SHEET 2 OF 2