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Home My WebLink About1300 ACACIA DR/300 AciA. 2 , 22 ~4Â« fEb ~ 4 UJ 61-1 U U 6 C 0 th 1 Z m 21 2 00VH010 IBLI }snpuI Po Ill OH I -I 10!.Ils IG OuoZ ISSOI-E[ laquInN 1!ULIod SUIPI!nE[ luTIL~~ peou luednooo u&!soa Certificate of Occupancy 1300 Acacia Dr This Shed to Office conversion and Garage Addition have been inspected for compliance with the laws and ordinances of the Town of Estes Park and is hereby issued a Certificate of Occupancy :suo! 1!puoo Imoods DEII 5 I OE gpoO Jo uoI1!PE[ 3!qu,!Iddv 077 SasudioluH suoS 9 XotuBON (S) loUAAO Jo Ssolppv PUB OUIEN Â£29Â£ xoH Od L I 508 OD 'wed sols,3 Kouednooo pue asa uopon.Ilsuoolo odil VN pannboli tualsKS JOI,Iuuds Received Date 1,010-4-20 Town of Estes Park Permit Number 015*1 Received By JAJ Commercial Application / Building Permit Department of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 Application Expires /0//2/3 -0 General Information (970) 577-3726 ' FAX (970) 586-0249 ' www.estes.org/CommunitvDevelopment Note: Use this form for Non-residential and Mixed-use Buildings Permit Expires Job Address: (300 /4 EN-61'CL Drive-- Lot Size: 1.723 -#fac Lot: _ Block: 2 Subdivision: Kearney Minor Subdivision Parcel #: 2531425002 Owner Name: Kearney & Sons Enterprises LLC Phone: 970-586-2150 Address: PO Box 3623, Estes Park, CO 80517 contractor: Cornerstone Construction Concepts, Inc. Town License #: 123 Phone: 970-586-2458 Address: 1692 Big Thompson Ave. Estes Park, CO 80517 Email Address (REQUIRED): Mtodd@ces-ccc.com The Following Applies to New Work Only - Complete all that apply: E]New Building Â¤Alteration *Addition Building Usels): Existing Fire Alarm Existing Fire Suppression New Fire Suppression Existing: Storage Proposed: Office Â¤ Yes ~No O Yes X No Â¤ Yes ~No Sewer: Il Estes Park Sanitation RUpper Thompson Sanitation O Private Septic- Requires Applicant to first go to the Health Department. Plumbing Involved: Â¤ No *Yes - State and Town Licenses Required Fixtures: ~i; Add Â¤ Relocate *Replace O Demolish Water Service: - 1Existing 0 New - #of Meters: Meter Size: inches Electric Involved: Â¤ No *Yes - State & Town License Required. State Permit and Inspection Required. Service: Â¤ Existing ,Â® New Â¤ Overhead *,Underground; O New Sprinkler System Line # of Meters: ~ ; Meter Size: amps; Temp Meter:,~ No O Yes Phase Volts Type of Heat: ,*Gas O Furnace Fuel Gas Involved: O No O Yes - Qualifications and System Sizing Required. Â¤ Electric Â¤ Boiler Type: O Natural Gas ~LPG #of Gas Appliances / Outlets: Building Height: # Floors Basement (sf) 1st Floor (sf) 2nd Floor (sf) Garage / Carport (sf) Porch w/ Roof Deck w/0 Roof Fin Fin _528- Fin Attached -3-362- (sf) (sf) 20' Ft. 1 Unfin Unfin Unfin Detached Job Description: ~ Total Valuations (Labor & Materials) $ Convert existing storage shed to office space new with steel frame attached gara* 55 000 I certify this application is true and correct and agree to perform the work described according to plans/specifications submitted, reviewed and approved, and comply with local ordinances, state and federal laws as well as building codes. I certify that I have the property owner's authority and permission to apply for this permit. Additionally, 1 UNDERSTAND THAT I AM RESPONSIBLE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECTIONS AND OTHER FEES ASSOCIATED WITH THIS APPLICATION. R Contractor 0 Owner 0 owner's Agent 0 Tenant Signature 44 --ar Date 4/20/2018 Print Name MichaeITodd Office Use Only Job Description: Shed to oâ‚¬Ece, 4 garaqe atkdal Department Approved Disapproved Fees Applicable Code(s): Type of Const. voccupancy Class(es) Public Works 26) 5 I-calus 1-N B Water Occupant Load(s): Floor Load(s): Roof Load: Light & Power IZ - CD -7 esÂ·f Planning #I %0.00 Variances (attached): Fire Alarm System Fire Suppressiorl System 11 1 + 889,75 Building 136 339. 30 9341*36 Plan Review (163 1 310,8 Front Side Rear River County Tax t p Â·Â· .WÂ· Â·-uuÂ· 2.- . - . Setbacks ~ 5 10 + 0 - Cert. of Occupancy 4,00.00 Zoning Census # Other Fire $100.CCD Hazards 4 (fEE) 99 Building Official- .L, Date / i Total 1-i- 0 2153.IS I -DgE I I 023.15 f U:\BuildingDepRFErmsandRefere0*s__B~din~\Applications\Commercial Building permit\Co!6meretekÂ·Betleh4ferm*2@4+Â·*M~ROVED.doc Revised 8/19/2015 - KT lei SITEPLAN CODE-ANALYSIS: 1300 ACACIA DRIVE ~ 1, ALL WORK TO aE THE FOLLOWING APPLICABLE CODES 20151RC 20151PC LOT 2, KEARNEY MINOR SUBDIVISION, 20151MC 2015 IECC TOWN OF ESTES PARK, COUNTY OF 2015 NEC 2015/GC LARIMER, STATE OF COLORADO TOWN OF ESTES PARK AMENDMENTS 2} OCCUPANCY ClASSIFICATION OFFICE AREA B BUSINESS GARAGE AREA Â· Sl. MODERATE HAZARD 5TORAGE (VEHICLE STORAGE WJ LIGHT MAINTENANCE) 3) BUILDING AREA OCCUPANT LOAD OFFICE TABLE 1004.1,2 MAIN FLOOR (EXISTING) 52BSF 100...C= 5.28 ATTIC AREA (UNICCUPIEDI 528 SF GARAGE AREA 1,360 IF 300SF/OCC = 4.53 TOTAL 2416 SF 10 OCCUPANTS I DOORS TO HAVE U.VALUE OF U = 0.08 WINDOWS TO HAVE U-VALUE OF U=028 5) 410.2/C DRINKING FOUNTAINS SHALL NOT BE REQUIRED FOR OCCUPANT LOADS OF 15 OR LESS. 6) BATHROOM FOR PRIVATE USE NOT OPEN TO PUBLIC 7) 12102.2 18(.EXEMPION 2. NON-ABSORBANT SMOTH WALL -J- -----M- COVERING ARE NOT REQUIRED FOR TOILET ROOMS THAT ARE NOT ACCESSIBLE TO PUBLIC AND THAT HAVE NOT MORE THAT / tr--syf- i ONE WATER CLOSET --\ / -/14"S/ < 7// / {lie- \ 2.-rl-- \ ~ ACAGA 09 cr - 7 - - / 1 - 1â€¢ w ---4-r \ 1 / .- 4/ \ 72 ACCESSIBLE- N 4 / \ :11 ./ -90 -11> . PARKING I - 9, . . L - - -0 . S 1 25 1' W 12095 4 /21 ' ' 13, 0 S . 9-a j.- -\/1 - .- ~ Â«ACCESSIBLE A 4/ : , -- -- 1.% 2, p " 6 \ PARKING- y SIGN / ' p _ 1 690 / . 1 Â£ / $ F-- / M.M.A.'OCATIOF .t.-Â« _ 1 -X -EEM[593/4 ATER SERVIE EXISTING 1 33 3?-==t-Â¥ -14 1. 1 W-- - ---1---1 1 - I \\ 1 ' 0 Snlil .// \ 1 # SHED Â°? H #t J / / \ FF=100.67 E . 0/P - 'EXIST+G OVE.410.,4 5 i'" \11 1 / \ 1 "-7- 35 6' 1 : 1 ' - 20 0 20 40 60 /t 0 0 0 / ~ \ rj 1 11 1 SCALE 1" = 20' PROPOSED f j STEEL l / f FF=10175 f.:::A'A 1 g. BUILDING -1-4-1-1- BWEDfNG i If' p....cl 11 A \ \\ 1 . 9,/8/Il / ACCESSIBLE 1//1 -- l3 427 r. D JAC[NT pROPER-7 LINE /IiI-- r OFFICE 8 0 f#I:CL 58. -\- // 4 f $9 0 21'f4 1" Fe LEGEND: SUBJECT PROPERTY LINE ltv \ 11~A1 : 6 114 ~ 2 1/ d r 1!11 1 & 11\4 ...p J ..................... TOWN OF ESTES PARK CITY LIMITS WI t.'14 .=5. 7 - 7 7-- -7-- -, -EASEMENT OCK OUTCROPPING 76 0 EXISTING INDEX CONTOUR W/ELEV. EXISTING PARKiNG & STAGING AREA -- -Â· - - -- - - - - - - - EXISTING INTERMEDIATE CONTOUR 1 ~/~ 2 ./ 1 5 44 C. -N)% -* #rt_ ___ __ / _ -./55/NERLIE - - - 9 - EXISTING WATERLINE 1 \ \\ ... --- OHP -- EXISTING OVERHEAD POWER / / / 4 PROPOSED BUILDING ./. / 1 EXISTING 1300 -ACIAORIVE /4 . : 11 th, EXISTING EVERGREEN TREE Lf 43 1 / 11 11 LOT 2 KEARNEY MINOR SUBDIVISION RETAINING WALL , 4/ / N // f 9/ -1 -/ / 11# \ ' i. tl :3 4 2 /01/ A <, 3~1 0 0 1 " I " g /6' Â° 1 4 41) Y / lili a I ILF_ 6.0 - DESIGN CRITERIA 1/1/4 14- pp -7 1 'jf. '->- -~.Â»~ c) 14// /-4 ~16'- POP ~ .-/ b / 1 fj ,3 \ /3 SITE PLAN ALL CONSTRUCTION METHODS PER 2015 IBC RISK CATEGORY = 11 SCALE 1 =20 11 4.-9.Â· LIVE FLOOR LOAD OFFICE = 100 PSF 2 9 , 67: ELEVATION = 7650 LIVE FLOOR LOAD GARAGE = 250 PSF LOFT LIGHT STORAGE LOAD = 125 PSF + . , ~. + GA 1 2!gyx SNOW LOAD IMPORTANCE FACTOR = 1.0 GROUND SNOW LOAD = 67 PSF S: VIC/NITY MAP u CONTOURS ARE 2Â·INTERVAL THERMAL FACTOR = 1.0 ROOF SNOW LOAD = 47 SCALE 1 Â»=50' 21 ZONING IÂ·1 Â· RESTRICTED INDUSTRIAL WIND 3) SETBACKS FRONT (ALL OTHER STREETS) .15 FEET, SIDE AND ULTIMATE WIND LOAD = 175 MPH REAR = 10 FEET (3 SECOND GUST EXPOSURE C) IMPORTANCE WIND = 1 0 ALTITUDE CORRECTION = 0,80 SEISMIC MINIMUM SEISMIC DESIGN CATEGORY = 8 SEISMIC IMPORTANCE FACTOR = 1.0 Digitally ~ CODE ANALYSIS/ OCCLPANCY LOAD/ DESIGN CRITERIA SEISMIC COEFF (Faâ€¢Ss) = 0.34 signed by ~ ACCESSIBLE ROUTE -- Michael Todd, 22-*U M il.+-8.,:<li 24*7 / aft,1 P.E. CA-E 1 /EUSION 16. mROJECT TInt 4 31783 : I -2.- I692 BIG THOMPSON AVE :Y. Date: KEARNEY SHOP ADDITION ESTES PARK /0 Sa517 K~rclkimi dig. 1Â£*)0 1. 811. 1/~VI~IONSPIER .I)F.T.Â·ANIF"/7 ./. SUITE 200 PH (97.I 586-2458 4/*44ir'49/ 2019.01.22 4.P 1 ~1'C=1111= SITEPLAN 1 &. FAX (970~586.2459 1 1 1300 ACACIA DRIVE .9 16:31:43 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU ' 1 DISGRADE OR EXCAVATE FOR THE MARKING OF HIGNED'Y =liA.hE/9' -Ill 104"L ~â€¢Ic=T r.liEN- KEARNEY AND SONS CORNERSTgNE UNDERGROUND MEMBER UllUTIES ,}Al//Al JL]DATE ~121 -07'00' CHECKE['8Â¥ '131 1 ENTERPRISES, LLC CCM'RiGHT Â· AL~ RIGHTSRESERVED - -1 5 70111 CORNERSTONE ENGINEERING & SURVEÂ¥ING INC 3 '4 33 621 / 0 ENI S X .E 1.001' STEEL BUILDING BY OTHERS-~ 12 - STEEL BUILDING BY OTHERSÂ·-~ 'F- EXISTING Rool=-~ 11'll'll'll'll'lll'll'll'll'lll 01---~ 17'.10" 18Â·-3 14' 1 1 1 1 1 1 ELEÂ»l 10Â·GARAGE DOOR ~ 1 Il '030 AAN[}ING * /-PROPOS D GRADE TO BE FIELD FIT TO - / 2 STEPS VOM / GARAGE bAY DOORS AND GRADED AWAY -S X r CONCRETE LANDINL GARAGE TP OFFICE ~ U AREA , A- - .1 L--1 /1. 0 2 4 - - I 4 4/7Â· CONCRETE LANDIN GSTiNG SHED TO .4- '|-~ 2 -,111 | 4 / FROM Tlf DOORS OUTSIDE EGRESS DOOR EXISTING SHED TO BE CONVERTED TO OFFIC 4 7 IVERTED TO OFFICE E---ELI1-- 4 OUTSIDE EGRESS DOOR 3068 . ~= 100 67; _ _ _ _I - I I I . '1 - ? ADJOINING GRADE TO-/ 3 ADJOINING GRADE 4*7Â· CONCRETE LANDING h 2 MATCH LANDING ./MUU. 5 MATCH LANDING W/4% OUTSIDE EGRESS DOOR l 4 4% SLOPE FROM J MAx SLOPE FROM 3 Â£ ACCESSIBLE PARKING ~ 3 ACCESSIBLE PARKING TO MATCH GRADE VW MAX. 4 4% SLOPE TO ACCESSIBLE f LA %---V--~--b--U PARKING NORTH ELEVATION SCALE 1/4'=1 WEST ELEVATION SCALE 1/4"=1' STEEL BUILDING BY OTHERS-~ ~--EXISTING OFFICE ROOF *i----i# BEHIN' ~--EXISTING SHED TO al ~ CONVERTED TO OFFICE 18.3 f ---ffjÂ« 12 GARAGE DOOR IMAN DOOR r-PROPOSED GRADE TO SE F!ELI F]T TO I GARAGE BAY DOORS ANDIGRADED AWAY r- 1 1 1 4 4 4 XrÂ· CONCRETE LANDING-L ~ 71 -F--1 1 , FROM THE D'ORS ./ OUTSIDE EGRESS DOOR ./ 1\ | I I I I / I 4 MAX. 40/.SLOPE FROM----- a 4 4 4 . . 0. ..1/ Id ~4 _ ACCESSIBLE PARKING - EAST ELEVATION SCALE 1/4~=1' SOUTH ELEVATION SCALE 1/4'*=1 Digitally signed <~4.~1*.~~ by Michael 1 1F{53-~ 12:, pIE. ~ FINISHED FLOOR ELEVATIONS 1 **5Â»~ 2019.01.22 16:32:14 -07'00' ~ EXTERIOR LANDING DIMENSIONS AND ELEVATIONS .-.~--p'I- SUITE 200 81M. KEG'722%'Nudig. 1, KEARNEY SHOP ADDITION 1 .. . V ESTES PARK CO 80517 -4 I i ." 01%32:1 9.* 1--------1~ SwEET TILE 1 ....7 ELEVATIONS I.!2: 2-BUSINESS DAYS IN ADVANCE BEFORE YOU "-"~-ez-'-~'-s-""'cu'wKEARNEYANDSONSv.,~O,E,~:~7,Q'NE DIG GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER U-ILITIES. IURAWN.Â¥ i<UE ~ DATE wR!1 41),1 I 130 Joe |2|51 ENTERPRISES. LLC Ig:=rE':F:%7:I:.:~::SURVE'ING INC 111 ;Câ€¢LE 2:"i" j --4'XT CONCRETE LANDING /4\ Â·Â· , ' OUTSIDE EGRESS DOOR ZId_1 1 TO MATC' GRADE /1 MAX' 4% SLOPE FROM ' ACCESSIBLE PARKING f-r*k ' 4 33, - (2) 1-3/4Â« X t 1-7/r 2.OE LVI HEADER 4 EXISTING ROOF TO REMAIN SERVIE SINK - - . 1.1 1:21....4 1 , 3868 j I (?01!,) 1 1 ,020 ..2. . ;- - 5'-6- + . 1 124 ------- - - R38 INSULATION ' ' ~ 1 LIFT AREA ACCESS 1 I / THROUG)~NEW --- 17 - - ' ~ ~ ~~Er~ ' ~ .v 1 - T- ..1 : 1- 1 1 1 [=~E 4 DR'AVAIL- M STEEL STRUCTURE - 8 - ..r W 8 - SINK HEIGHT TO BE 34 FRAME 2X4 WALL PRIVATE BAT%%' MAX OVER EXISTING NOT FOR PU.IC USE ' ~ T " /* 1 k FLOOR SHEAT IH ING 1 STORAGE LOFT ~ CONCRETE HALF WALL â€¢ ~ BATH ~ 111 6' 2 81 6. Ill , INFILL EXISTING OFFICE AREA - , 05 . LINOLEUM FLOORING ,gYâ€ž*:NuALYMP,04,H/W,W,+YRAVAW.'%%%nu M GARAGE DOOR FF = 100.67 1'-r , COVERING W/4- VINYL AREA = 528 SO FT ' 1 1'1AR r BASE BOARD IN BATHROOM 1 -~ ' ' ....2/6 @16 0/ & AT UTILITY SINK 1-3/4-X 11-1 4-2.OE- EXISTING 2*6 FRAMED WALL r DRYWALL 4.1.. Wi i OSB SHEATHING LVL@ 16Â· O.C. ~--9- | | | â€¢ ~ | | | | 1 W.'HARDY PLANK LAP SIDING BATI OFFICE / 4 3 ~ 1 3Â· i filal STORAGE/ C R 0 *CESSIBLE ROUTE 19' -F<21 INSULATION 9/ GARAGE AREA FIROUT INSIDE OF CONCRETE- 1 2 DRYWAL[ LANDING W/ STEPS 1 _ Â· Â· -~ ..6.4@163-OC - R13 INSULATION & F DRYWALL Â·Â· DOOR \ DOOR IN EXIST,NG < ,~ | DOWN FROM GARAGE 1 6. ~~ r ./ W i. 1 CONCRETE HALF WALL 2 STEPS - , ~ FLOOR SHEATHING -5 CONCRETE SLAB 2 STEPS OVER PT 2x, FLOOR ti. 1 EXISTING CONCRETE JORSTW/R2 FF = 101.75 INFILL EXISTING GARAGE BAY DOORS-- % |1 | 3 1 STEM WALL L. 73=.. 1-+ -- -7- irMI-----=r 1 088- - T 4 1-1 --- 1 -- -0.1 . 1 .1.1 11 , 1 3068 1 STEEL FRAME 5 ;ll,NO Ry OTHERS --' EXISTING 24 ' CONCRETE SLAB -1- /\ 0 = SINGLE FACING EXIT L.1. 90 MIN BATTERY BACKUP AND GREEN LETTERING LED VOLTAGE SECTION A-A' 120 INSTALL PER N'PA 101 Â· SCALE 1 /4'=1 LOFT FRAMING AIR BARR!El PENETRATION TO BE SEALED IN AN SCALE 1/4"=1 APPROVED MANNER ALL SOURCES OF AIR LEAKAGE IN â„¢E BUILDING THERMAL ENVELOPE TO BE SEALED TO MINIMIZE , R-. INSULATION AIR LEAKAGE 988 , M ~7.~.EliPÂ·~Â·' W\% 7 Â·#,VÂ·Â·11:'69,~1".,..~~3~j.RE. 1:,w.~, ,,- v,w, '~ Â·Â·' p-. Â·. GARAGE FOR VEHICLE STORAGE EXISTING ROOF TO REMAIN : 50 1 AND LIGHT MAINTENANCE ..m ! '1 11 m STEEL FRAME BUILDING 87 OTHERS 11 11 1 11 11% M R.38 INSULATION - 42 MIN - - 18 - MI R-2! 6- MAX - - - 40Â· GARAGE AREA 36-MIN Â·-| - 12- MIN t- 42. - FF = 101.75 AREA = 1360 S(] FT e r . 6030 BATH < 33-36- 33-36 OFFICE =7 1 1 34 I.I.S./.Ill i~ 17-19- SEAT ~ j ~ 17-19" SEAT i Â·~-~.~~,*u~T,-, niNCT I i _1.piÂ·?,1 1 306~ l I+1 4 Â· 1.41 ~11'Â·~Â· , . -EXISTING CONCRETE .EIGHT / i ~ HEIGHT 1 ACCESSIBLE ~1 BATHROOM DETAILS SECTION B-B' SCALE 1/2".1 SCALE 1 /4-=1Â· FLOORPLAN FRAMJNG NOTES SCALE 1/4"=1' GARAGE STEEL FRAME BY ..IER 1. CONSTRUCTiON TO COMPLY WITH 2015 ISC (TYP) EXISTING STUD 2. ALL FRAMING LUMBER TO BE #2 HEM F IR OR BETTER / a SHEATHING 3. ALL EXTERIOR HEADERS TO BE (23 2x10 GLUED AND NAILED., 16d NAILS @ / OT,ERWISE 3 0./.PERIMETER AND PACKED FULL WIDTH OF WALL UNLESS SPECIFIED 1 / 1-- 6- 16 1- 1- 1_1_1 1- . 1 - ,\ ..~ W. 1 -OFFICE ROOF 4. ALL LIL HEADERS I. BE SIZED AS SHOWN AND GLUED AND NA]LED@ 3 &/IND ~ O.C. PACKED FULL WID TH OF WALL (TYP) GARAGE DOOR /,1- 61 1 - Â¥11 , 1-3/4 /11-1/4 2.DELVL 5. ALL WINDOW/DOOR OPENINGS TO HAVE (1) KING STUD FOR EVERY TWO Â· FLOOR JOISTS.ROOF RAFTERS WITHIN THE SPAN OF THE HEADER AND (2} i CONTINUE TO OUTER WALL 12) 1-3'4 X 11.7'8" 2.OE LIL HEADER- , 1 ATTIC ACCESS 3-6' C JACKS STUDS 4 -~ - - 4Â·X 7Â· CONCRETE LANDiNG ~ , OUTSIDE EGRESS DOOR . BLOCKING 6. R-21 BIB INSULATION INSTALLED AT ALL EXTERIOR WALLS ITYP) 1 4 1 17 ' -3 ) I 436 SLOPE FROM Z~31 TO MATCH GRADE We MAX. A ? E- 'LL-2 9' .LE r F ' E V 1 ' ~fk 9 U Â«1 LE_--!L_I_-lE-~IN 7. F LOOR S.EA.'ING TO B. a TIG OSI INSTALLED PERPENDICULAR TO ADD 2*6 STUD TO SILL PLATE ACCESSIBLE PARKING ; L F - FLOOR JOISTS AND GLUED,NAILED 1,4 8d RING SHANI NAILS @ 6Â· O.C, 1 ATTIC STORAGE AREA EDGES AND 8" O.C. FIELD GARAGE STEEL ,1 i 8. DO NOT SCALE DRAWINGS-CONTACT DESIGNER FOR 1- - -T---#--1--T--T---1- ---1 ' 1 -GARAGE STEEL FRAME BY OTHER ~~ | 1 11 1 MISSING'INCONSISTENT DIMENSIONS FRAIvIE BY OTHER â€¢ | 1 1 ~ OFFICE BEHJND 11~11'11!111111., ! li ii |111 ~ 1111 1| ~ 1 1 1 Digitally signed 1111.11 11111111 :1 1 11 11 11 1 11 li 1, -0 1 -4--- GARAGE FF = 101.75 . - ~ 06~1- by Michael 1 3068 2X8 PRESSURE TREATED TO SET OFFICE FF = 100.67 BE,fIND EXISTING SILL PLATE */ '7 Todd, P.E, DIRECTLY ON EXIST]NG EXISTING 2*6 _ Date: ~ ;~ ~ 0014.RETE FLOOR 1 16'Â· O.C. ~ . 1 H 1 1 9 4 .t 317-9 ATTIC STORAGE AREA IS CONSIDERED UNOCCUPIED SPACE FRAME WALL [ , AND IS TO BE ACCESSED BY LADDER INFILL EXISTING -- 15Â· ATTIC ACCESS DETAIL 5*AGEDOOR WITH .6 @16"OC ~*93uCEÂ« 2019.01.22 I 1 l' 1 1, Il Il I I i I: 1! Ii i ' il l il li 1 SECTION C-C' LOEIfgAMING DETAIL .'ll.- 16:32:49 -07'00' SCALE 1/4~=1' SCALE 1 =1 2 STEPS , ' ~\ EXTERIOR LANDING DIMENSIONS AND ELEVATIONS il 11 1 1; 11 1 1 I Il I 1.1 rl 111Â£ .- 192 I.I'. 'U92 8IG THOMPSON A.E I 4 3(11 H 1 'F .............1.... 1 /'bl Knowwharsbelow. ' | KEARNEY SHOP ADDITION 811 1- 11- 3 -L-1 -L li L -1_L -1 -. 1 - L 1 |1 1 <-1008- 111 -I PH:{970)586-2-58 "~ ACCESSIBLE DETAIL FOR BATHROOM 9.7 FAX ~970,586-2459 ~ FLOORPLAN AND FRAMING Call before you dig. ~ ~ SU~TE* ESTES PARK CO 8057 -- ---STEEL,vMEBUILOING,YOTHERS ---- - - __- 26112-BUSINESSDAYSINADVANCEBiEFOREYOU ~ i CO,RINERSTOINE FLOOR FRAMING ~, ATTIC ACCESS OIG GRADE OR EXCAVATE FOR THE MARKING OF #e:' 'â€¢It I-*ED.3 1 6'1 -râ€¢Â·-=T -Â·ICE- CLIENT KEARNEY AND SONS UNDERGROUND MEMBER UTILITIES. SCALE 1/4"=1 â‚¬'â€¢ F-5 APAL..11 35 20Â·8 CORNERSTONE ENGINEERI~& SUR.ErING 1. E ... Qi _1111 , As S.:IN ENTERPRISES. LLC COPYRIGHT - Al L RIG~TS RESFRVFO 0 FOUNDATION DESIGN 1/2Â· EXPANSION -~ Fj STEEL BUILDING BY -FOOTINGS 5' CONCRETE SLAB w/ 6,<6 ~- OTHERS THICKEN SLAB TO DESIGN OF FOOTINGS IS BASED ON A MAXIMUM ALLOWABLE BEARING PRESSURE OF 10,000 PSF ON THE Wl.4*Wl.4 WELDED WIRE FABRIC 5" CONCRETE SLAB ~ 8" AT DOOR OPENING CRYSTALLINE GRANITE SEDROCK. BELOW FROST DEPTH BASED IN DEAD LOAD PLUS HALF LIVE LOAD OR FleER MESH REINFORCEMENT 70 4Â·'*4Â·Â· 92.9,%2.9 , WELDED FABRIC (TYP) ALL FOOTINGS TO BE SET ON UNDISTURBED SOIL OR BED ROCK. (TYP) -ANCHOR BOLTS- * FF 101.75 \ r 6- f./31 ANCHOR BOLr DIAMETER AND LOCATION TO BE PER PREMO STEEL BUILDING PLANS FOR 130 BROOK DRIVE XPANSION JOINT ~ FF/TOWEL=10175 ~~~l~~~i~-4~. ~l~~~::::~L~yg~~~~~~~, ,~~~~~~ TOW 101.. ~ REINFORCED CONCRETE: J08 #10326 30 MIN I DESIGN IS BASED ON BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETUACI 318-14>. OR CONCRETE WORK SHALL CONFORM TO 'STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE- (ACI 301). STRUCTURAL BACKFILL COMIPACTED TO 95% f STANDARD PROCTORL------- 3@...... #4 REBAR @ BEDROCK STRUC1URAL CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES: PROCTOR f â€¢ (2Â·) 2Â·Â· POLYSIRENE \ 18- O.C. 30" MIN OR INSULATION #4 REBAR @ ~ -3 â€¢' -- 8' ~ ,,Â·/"~'~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~v''---\v/~~~~~~~~~~~~\~ C Iniended Use 28day Ratio A (2' MIN.)2 5. BEDROCK 48-0.c _1_ 2 ' EXISTING FOUNDATION-~ POLYSTYRENE 3 44 HORIZONTAL ~. ~*~~;06 W/C Maximum ~4~ INSULATION ~ 4 lr--- REBAR @ 18- O.C. ~ C Aggre- inches Percen' Tyoe Commels I rc. PSI Slump E.trained Ai' Cerneflt Admixtures< C Foolings | 1000 .5 3~4" Slone 6 2.4% 1/11 / 1 1 Walls | 4,500 .45 3/4- Stone 4 6% 1/11 3 #4 REBAR @ ~---4 . ._ 8- ~ (3) #4 REBAR v ~ 16- 4 SHOP FF= 100.67 48 O.C. WALL < 4 CONT l /* slabol grade | 4.500 .45 3/4- Stone 4 6% 1/11 ~ | ~ 8. k Int slab ang.ade | 1500 5 3W Stone 4 2-4% 1/11 Fiblirnesh f r EPOXY DOWEL PROPOSECÂ»~~ (31 #4 REBAR ~~1-1 6 1-Â¥CT SECTION B-B' DETKiETAG. am~EAib,4,_ablDÂ·.FEAC@DE~[ 0/meimmiclfh=Â·rfE,WalllE*~26/89/,LEMmr~E FOUNDATION TO EXISTING CONT I ~ FOOTER TO UNDISTURBED MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315-804 FOUNDATION SLAB - 16 --~ SOIL OR BEDROCK WALL DETAIL 03 WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. REINFORCING BARS SHALL CONFORM TO ASâ„¢ A615 AND SHALL BE GRADE 60, EXCEPT TIES OR 8ARS SHOWN T. GE FIELD-BENT WHICH SHALL BE GRADE â‚¬G. \\ & SECTION A-A ' NOT TO SCALE 40 AT SPL]CES LAP BARS 50 DIAMETERS UNLESS NOTED OTHERWISE. AT CORNERS AND INTERSECTIONS MAKE HORIZONTAL BARS CONTINUOUS OR PROVIDE MATCHING CORNER 'ARS AROUND OPENINGS IN WALLS AND SLABS PROVIDE 2-#5 EXTENDING 2 0- 8/YON' EDGE OF OPENING. IN CONTINUOUS MEMBERS E --------- SHEAR KEYS AT ALL CONSTRUCTION JOINTS AND ELSEWHERE AS SHOWN ON THE DRAWINGS. WALL DETA/L CA SPLICE TOP BARS AT /10-SPAN AND SPLICE BOTTOM BARS OVER SUPPORTS PROVIDE INTERMETENT 1 +- , / 16 16 NOT TO SCALE EXCEPT AS NOTED ON THE DRAWINGS. CONCRETE PROTECTION FOR REINFORCEMENT IN CAST-IN-PLACE i 1 4 U iÂ·-2- CONCRETE SHALL BE AS FOLLOWS: - - 4 1 INSULATION n 6. EXPOSED TO EARTH OR WEATHER r. 1- t 1-8~~ t- 1/2Â· EXPANSION A CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3 t \1 r J~I- #5 BAR. W31 OR .1 WIRE AND SMALLER 1.1. ' OTHERS SLABS WALLS JOISTS:#11 BARANO SMALLER 3/4- 5" CONCRETE SLAB w,/ 6x6 OR FIBER MESH REINFORCEMENT \ ~ PRIMARY REINFORCEMENT 1.1. STEEL BUILDING BY C, NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: Wl 4*Wl 4 WELDED WIRE FABRIC \ BEAMS COLUMNS: STIRRUPS TIES SPIRALS 1-1/ (TYP) 7\ FIBERMESH ADMIXTURE SHALL 8E 100% VIRGIN POLYPROPYLENE, FIBRILLATED FIBERS AS MANUFACTURED ANCHOR BOLT LOCATIONS PEl .4 1 BY FIBERMISH CO. PER ASTIC-1116 TYPE 111 4 1.3 AND ASTM C.lie PERFORVIANCE LEVELONE 1 5 LBS THE PREMOSTEEL BUILDING DRAWINGS. ANCHOR BOLT LENGTH * FF,TOW EL â€¢ ~223 ' 4 ff>-1, f- PER CUBIC YARD OF CONCRETE. ~ PER TABLE ~ ~ ANCHOR 8OLTS FOR BEAM AND COLUMN BEARING PLArES SI+ALL BE PLACED WITH SETTING TEMPtATES. STRUCTURAL BACKFILL COMPACTED TO 95% PROCTOR 1 Â· 6 lu . t-41Â¥93,4.. A REPRESENTATI~C-CETHE E NEER S LD 0&SeRVETH<FOUNQ*rtâ‚¬RiBCNTION ealeâ€¢TeÂ·... V -9 20 E Â·Â·aÂ· 4 - ard48*96% _-Eou~,mrTTON c:0*sTRU#1494 #4 REBAR HOOPS AT --17 E - *428'fieET 8 - - 1/7 EXPANSION 12 O.C VERTICAL INSULATION n 1 FOUNDATION DESIGN IS BASED ON SOIL REPORT PREPARED 'Y CORNERSTONE ENGINEERING & SURVEYING ) 1)' \ \ INC. DATED JILY 30 2018 '08 NUMBER 338-008 (4) #5 REBAR VERTICAL -2, 7-2 30Â·' MIN OR WITH 6Â· FOOT _1 5- CONCRETE SLAB / exe BEDROCK Wl.4xWl.4 WELDED WIRE FABRIC 12' 1,-1.) 2 POLYSTYRENE -~0~~~~k-~ #4 HORIZONTAL OR FIBER MESH REINFORCEMENT INSULATION #4 REBAR 0 --kzr-L RE~BAR @ 18 0 C (TYP) 7 STEEL BUILDING BY 98.25 ~ 48- O.C WALL.54 v Â· 4 - - 2. OTHERS 121 #4 REBAR-1 1. â€¢ ~ FF/TOWEL= 101.75 6Â· MIN 3 1 Wili (31 ~4 REBAR' TIP! ~\_FOOTER TO UNDISTURBED .6/ i EACHWAY I ~t_ 6. 1-]x I CONT STRUCTURAL BACK FILL ~~ T ty. 1.- SOIL OR BEDROCK COMPACTED TO 95% PROCTOR -34 - 4] - ANCHOR BOLT EMBEDMENT LENGTH w 311 I v GARAGE FF= 101,75 1-8- 1--1 12 O.C.VERTICAL . ~7~. 1 7 c' SECTION C-C' #4 REBAR HOOPS AT |DIAMETER | LENGTH GARAGE DOOR< 41 DROP WALL 5- \ 2'-4Â· J | 11/ALL DETAIL /33 Â· 13/4- 1 10. (4) #5 REBAR VERTICAL 30- MIN OR I 7. 1 10. NOT TO SCALE WITH 6" FOOT~ ~ 1.-2. BEDROCK 1 i 1.8 / (2Â· MIN.) 2" POLYSTYRENE SEE PREMOSTEEL BUILDING PLANS FOR - INSULATION 9825 0 1 ANCHOR BOLT LOCATION AND SIZE 2,6 WALL (TYP) .+62&:1LH 8- 11 C ~-- 22 - L FOOTER TO UNDISTURBED (3)#InrM& Digitally signed 41 1 CONT. I hi SOIL oR BEDROCK /27*071- by Michael CONCRETE SLAB ~ 2Â¤ WALL EXISTING SECTION D-D' 0191 j 411 Todd, P.E. *.-- CONCRETE WALL DETAIL r-31 56/ Date: 1 2' STEM WALL 14@F.... ... 2019.01.22 21 ~ NOT TO SCALE '~'Â· 2X8 PT FLOOR b: 3,723 JOIST ON EXISTING CONCRETE SLAB ~~/3 v ~ 16:33:49-07'00' 216 WALL (p(P) | r-WIDEN STEM WALL TO 10" FOR 8- | <1 * FE = 1 0( 67 ~- STEEL BUILDING <-. / EITHER SIDE OF GARAGE DOOR FRAME BY OTHERS - 1/2. EXPANSION ~ Wi (2) #4 HOOPS (4 X7) AROUND ANCHOR BOLTS #4 HORIZONTAL REBAR TOP & BOTTOM JOINT (TYP) EXISTING 4 â€¢ 5- CONCRETE SLAB /6*6 ~ 6- 2*6 WALL (TYP) 2*8 FLOOR CONCRETE / Â·Â·. â€¢-, ., , FROST JOISTS Wl.4*W14 WELDEDWIRE FABRIC ~ lT b _ FLOOR SLAB -/ .â€¢Â· Â· 24 DEPTH OR FIBER MESH REINFORCEMENT #4 REBAR @ ~ -2-~~ 8. _ _ 13-871 / h . 24" 02. ~~~i~ i (TYP) #4 HORIZONTAL Â·Â·1 1 1'-11" ~ < FF = 100.67 * IiI i- EPOXY DOWEL REBAR 12 REBAR TOP & BOTTOM EXISTING SLAB INTO EXISTING SLAB \t .. -~~---1.-1 2x8 FLOOR 4-- EXISTING 4 ~ FF/TOWEL- lOt.75 -1 ..2 1 - \- BEARS ON JOISTS BEDROCK FLOONCR~AB 4 1 / p (2) #4 REBAR HOOPS ~ TOW = 101.08 < ~ ~ TOW = 101.08 / Â»RAGEDOOR SECTION E-E' , 4 1Â·-IÂ· . ... )f DISTRIBUTED IN TOP 5" - 1.- 2,Â» -/ FF= 100.67 ~ DROP WALL 5- THE COLUMN 1-2" ~-.4 TOF = 98.08 TOF = 98.08 EXISTING 4 EXISTING FOUNDATION 021 ,/-NOLIC) SCALE ~-Â·~ EXISTING 24-SLAB - (4)#5 REBAR VERTICAL ~~~ ; - CONCRETE FOUNDATION PLAN WITH fÂ· FOOT FLOOR SLAB X /---h r SCALE 1/4 =1 BASE PLATE C PER PREMO STEEL EPOXY DOWEL REBAR 17 - 7 ' DES/GkcmfiAM-" t- Â« BUILDINGS ~ r STEEL BUILDING BY SECTION G-G" INTO EXISTINGSLAB \ OTHERS ALL CONSTRUCTION METHODS PER 2015 180 1 FOUNDATION ~- EXISTING 24 SLAB - (2) #4 HOOPS - ~| |~ ~"~ ~ GARAO DooRS RISK CATEGORY =11 ELEVATION = 7650 NOT TO SCALE LIVE FLOOR LOAD OFFICE = 100 PSF 144 MORZ @- LOFT LIGHT STORAGE LOAD=125 PSF , SECT/ON +AH' LIVE FLOOR LOAD GARAGE = 250 PSF NOTES. 18 OC Â· Call before you dig. Know wefs below. FOUNDATION 1 CONSTRUCTION SHALL 8E IN ACCORDANCE WITH THE 2015 EDITION OF THE INTERNATIONAL #4 REBAR @ - 30" MIN OR SNOW BUILDING CODE (IBC), THE ABOVE SHALL GOVERN EXCEPT WHERE THE CONSTRUCnON 48" O.C. WALL . ~ BEDROCK GROUND SNOW LOAD = 67 PSF DOCUMENTS ARE MORE RESTRICME SNOW LOAD IMPORTANCE FACTOR =10 NOT TO SCALE ~COPOSGUST EXPOSURE C~ 1 ),6 2.USINESS DAYS IN ADVANCE SEFORE YOU 2. ALL STRUCTURAL BACK FILL MUST ./ COMPACTED TO 95% STANDARD PROCTOR THERMAL FACTOR = 1.0 (3) #4 REBAR- - 8â€ž 1 /-3 DIG GRADE. OR EXCAVATE FOR â„¢E MARKING OF ROOF SNOW LOAD = 47 EXISTING BUILDING FOUNDATION UNDERGROUND MEMBER UTILI'ES 3. CONTROL JOINTS ARE RECOMMENDED @ 10' O.C. IN EACH DIRECTION AND HAVE A MINIMUM DEPTH CONT OF 1-/ INTERIOR CONTROL JOINTS MUST BE TOOLED IN {NOT CUT) TO AVOID CUTTING RADIANT f 1Â·EAT TUBING. WIND FOUNDATION NOTES UPDATED PER PLAN REVIEW SECTION F-F' ULTIMATE WIND LOAD = 175 MPH Â·, REvISION 13Â¥ PROJECTITLE 4 A. FOUNDATIONS REQUIRE SUBSOIL DRAINAGE SYSTEMS, PER IRC 1807.4 2: AND ARE . Lu/ 1692 813 THOMPSON AVE ../.---- SUI rE 200 :2%.....%7415::1......7.:4. 7,/:.5.......:..~':...9 SHALL NOT WALL DETAIL ' dAADDITIONALTOPERCOLUMNPERACI 318-14 KEARNEY SHOP ADDITION . /0...- ESTES PARK CO 80517 IMPORTANCE WIND = 1.0 < ALTITUDE CORRECTION = 0.80 - : 586Â·2458 1 ./EETTITLE /00 FAX: !970) 5862459 5 ALL FOOINGS AND EXTERIOR DECK PIERS TO SEAR ON UNDISTURSED SOL NOT TO SCALE SEISMIC i i FOUNDATION PLAN MINIMUM SEISMIC DESIGN CATEGORY =S < CORNERSTONE SEISMIC IMPORTANCE FACTOR 10 DE:Il/ED. I' ..J.B~ 1 JOBIC 9 FFT 4. C_IEN'~ KEARNEY AND SONS SEISMIC COEFF (Fa Ss) WAW'll &. Da-E A.I ~0'I 3~e >)8 ENTERPRISES, LLC 20. CORNERSTONE ENGINEERING & S.RvEYING iNC -- ' -0 34/ H~-4}Ot' = 52/.2 139<WI 4 5 CODYRIGH--AL-RIGHT: RESERVED U v PLUMBING FIXTURE SCHEDULE ID DESCRIPTION MANUFACTURER MODEL COLOR FINISH FITTINGS MANUFACTURER MODEL COLOR FINISH WC-1 WATER CLOSET (ACCESSIBLE) KOHLER K.3658 WHITE SEAT KOHLER K-4731-C WHITE ~r-REFER TO CIVIL SITE PLAN 35996LF 0 ~-/ FOR CONTINUATIN L-1 LAVATORY (WALL HUNG) KOHLER K-2005 WHITE FAUCET DELTA CHROME ./ Z/-21 L-2 SERVICE SINK - - - ,-Â·-4- GCO (2-WAY) ~ 4 EWH ELECTRIC WATER HEATER EEMAX -- N/A t K COPPER C.- 3,-3Â· ss 6.1/2~V RISE FLUT is 1 11 1 1/1 // \\ ~ PLUMBING KEY NOTES: 1. 3/4 CWRISE TO BACKFLOW PREVENTER. PRV. METER 2. 1/2Â· CW TO WC-1 ~-3. SS 3. 1/2 CWTO EWH 4. 3 x 1-1,2" Y 0 -1 W.-1 5 1/2Â· CW /1/2 HWTO L-1 1-132 SS DOWN 6 1/2 CW /1/2 HW TO L-2 1-1/ SS DOWN 1-1/2â„¢IRIS 4- \03 7 3 kIDOWN. 1-1/2 V RISE 034-fv ===== 1 30/8 1 7 Fl-1/2. V MECHANICAL HVAC SYSTEM CAPACITY = 100 000 KBTU/H 1) GARAGE AREA, 1 EACH -UNIT HEATER. GAS PROPOSED 90% EFFICIENCY Ec. REQUIRED EFFICIENCY = 80% Ec DJ FANS 1 SUPPLY SINGLE ZONE VAV, 15000 CFM. 0.5 MOTOR CAPACITY =30000 KITU/H NAMEPLATE HP | 1) OFFICE AREA. 1 EACH Â· DUCT FURNACE GAS WC-1 I\ PROPOSED 92/ EFFICIENCY EC REQUIRED EFFICIENCY = 80. EC <i>'-' Ll/2" ow FANS: 1 SUPPLY SINGLE ZONE VAV. 15000... 0.5 MO'OR / NAMEPLATE HI rl /2" CW L \ / r-1/2" HW \ \ rEACKFLOW ~< 3"SS-~~~| l- PREVENTER. 1/2"HW-1 L-1 1 1 r PRV, METER 1/22" CW- L-2 14 0 GARAGE AREA / FF = 101.75 AREA = 1360 SQ FT 4-7 / Ll-1/2" SS L / 34 PLUMBING ISOIETRIC NOT TO SCALE GARAGE DOOR Digitally PLUMBING PLAN ' ' ~ HEATING SYSTEM LISTED /49Â£,!iid**~r--- signed by SCALE 1/4"=1' Michael Todd, ~ WASTE VENT & PLU MBING SUPPLY SCHEMATIC tom 4*CAJ- Â¥79 r 2-i- 3176 : 9 p.E. ztch PLUMBING PLAN k - : Cr 49. ...41 Date: 811 Call beforeyoudig. DATE REVISION 19. PROJECT TITLE 1692 BIGTHOMPEONAVE 142:.0.. ..... -g.. ./ Know whafs below. â‚¬?NAL V# <~ ~0-39 ~ KEARNEY SHOP ADDITION ESTES PARK CO 80517 'i,t/mii#.DIA'6*' 2019.01.22 SMEE Tlr E PH: (970)5Â».58 ' PLUMBING PLAN 16:34:50 -07'00' DIG GRADE OR EXCAVATE FOR THE 1~ARKING OF DES,G/[03Â¥ =' *NW. I. JOINS E.EET SHEET CLIENT KEARNEY AND SONS C:Mr.- Kier> , '*U~/EÂ¥Â».S '4'~ 26!: 2-BUSINESS DAYS IN ADVANCE BEFORE YOU , i CORNERSTONE UNDERGROUND MEMBER UTIL ITIFS DRAWN. 2Â»Câ€¢ED. ___22__ 32#-5 433.-CA Â·- 5 5 ENTERPRISES. LLC Mjmm='22222SLRMEÂ»,G INC Angela Myers, Clerk & Recorder, Larimer County, (,0 1 :4{4 ' G, INC, A DULY REGISTERED RADO, DO HEREBY CERTIFY t SUBDIVISION, TRULY AND ; OF A SURVEY MAGE BY ME S OF THE 'F==logg ESTES PARK, -ber , 2017 A.D. fNERS OF THE FOLLOWING ESTES PARK, BEING MORE 4NGE 72 WEST OF THE 6â„¢ P.M. IEAST 1/4 OF SAID SECTION 31; JTH LINE OF SAID SECTION 31 TO )ISTANCE OF 333.22 FEET (DEEDED WO CALLS BEING ALONG THE ON THE WESTERLY RIGHT-OF-WAY 'ISTANICE OF 327.32 FEET (PLATTED "30* EAST A DISTANCE OF 116.76 Jâ„¢ RIGHT-OF-WAY LINE OF BROOK :E OF 80.33'; DE OF 385.22 FEET (DEEDED WEST, OINT OF BEGINNING. SAID PARCEL N 31, TOWNSHIP 5 NORTH, RANGE 72 DULARLY DESCRIBED AS FOLLOWS: ID SECTION 31; THENCE SOUTH ) SECTION 31; THE NORTHERLY RIGHT-OF-WAY OF DISTANCE OF 234.28 FEET TO A OF 223.60 FEET; NT OF BEGINNING. SAID PARCEL ISED THE SAME TO BE SURVEYED AND VISION AND ALSO DEDICATE AND ION AND MAINTENANCE OF UTILITIES ITNESS OUR HANDS AND SEALS THIS If eLIC ORADO "004= [S MARCH 10,2021 SUITE 200 1692 BIG THOMPSON AVE. ESTES PARK, CO 80517 Vvwl'r,Ww .42, PH: (970) 588-2458 u ocu. 3 ,, ionv, M/Zw S 89'14'00" E DATED 05/13/2003 SOUTHEAST CORNER / i . p,x:(Fo) 585Â·2459 . SAEET TITLE: FOUND 3-1/4" - SEC. 31, T5Ns R72W j NOID Â£ BRASS CAP FOUND #4 REBAR~ ~ FOUND 3-1/4" This survey was based on Title Work provided by FINAL PLAT 4 TRUE POINT OF 4 BEGINNING- PARCEL ONE / ' BRASS CAP owner, title work done by Chicago Title Insurance â€¢ - o Company (Commitment No. 1463447) & DESIGNED BY JLR APPROVED BY --- JOB NO. RHIFT SWEET I CORNERSTONE ENGINEERING & SURVEYING, INC. 1 Information taken from the sub+division plot and DRAWN IY ...,ILL_ DATE MARCH 2017 338.005 actual Â·Field Evidence Found. 11 CLIENT: KEARNEY AND SONS 2017 CORNERSTONE ENGINEERING & SURVEYING, INC, CHECKED Ir _-=_ SCALE AS SHOWN COPYRIGHT - ALL RIGHTS RESERVED 4 1 ,Â·Â· Â· 1 ,< esrne), 1!,!:c! inion -1- Inoil.clÂ·Na. 1 A -A A- .- . 1 1. , 4 . 1 1, . ...... . A -A ... . ......# 819 :49,0~ 4 - ... ... 0 . A- 1, .1 , A . . ..... -01 . U . . I. ... 0 .. 4.: -- j 1 - 0 .4 .. Al. 0 0 =.... 1 . . 0 ##iim'#8111 . al r:'.41 .41/Wal/" ... . D --- . 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A REVISION 8-toeet SITEPLAN JAN 2 4 2019 16'OCD> AC.4c'\ 4 Dr ALL WORK TO BE THE FOLLOWING APPLICABLE CODES: CODE ANALYSIS: ' 1300 ACACIA DRIVE 1 clp 2015 IRC 2015 IPC LOT 2, KEARNEY MINOR SUBDIVISION, 2015 IMC 2015 IECC TOWN OF ESTES PARK, COUNTY OF 2015 NEC 2015 IFGC LARIMER, STATE OF COLORADO TOWN OF ESTES PARK AMENDMENTS 2) OCCUPANCY CLASSIFICATION: OFFICE AREA - B, BUSINESS GARAGE AREA - Sl, MODERATE HAZARD STORAGE (VEHICLE STORAGE W/ LIGHT MAINTENANCE) 3) BUILDING AREA: OCCUPANT LOAD OFFICE TABLE 1004.1.2 MAIN FLOOR (EXISTING) 528 SF 100SF/OCC = 5.28 ATTIC AREA (UNOCCUPIED) 528 SF GARAGE AREA 1,360 SF 300SF/OCC = 4.53 TOTAL 2,416 SF 10 OCCUPANTS 4) DOORS TO HAVE U-VALUE OF U = 0.08, WINDOWS TO HAVE U-VALUE OF U = 0.28 5) 410.2 IPC, DRINKING FOUNTAINS SHALL NOT BE REQUIRED FOR OCCUPANT LOADS OF 15 OR LESS. 6) BATHROOM FOR PRIVATE USE, NOT OPEN TO PUBLIC 7) 1210.2.2 IBC, EXEMPION 2, NON-ABSORBANT SMOTH WALL < * COVERING ARE NOT REQUIRED FOR TOILET ROOMS THAT ARE NOT ACCESSIBLE TO PUBLIC AND THAT HAVE NOT MORE THAT ~ ONE WATER CLOSET. \ 11% ~ -1913>Â« \ 4/Def < 3 33&\\ 8 \ / IL / 1 \I Vire 7 -3 S 7 Â°25'1 W 120.95 ab,n 1 -11244 ~ PARKING 11 f . C \ N \ 1, S - Â®H $ U --9 0 0/ 40 1 [W \ t=9 ; 1 N' P '* 1 (~D~ / J..., 2 2.:,f / \ EXIS'llING 3/4 ATER SERVICE SIGN till / \ 11~ r - ...V'...~4 - - U --3-- W- EXISTING 33.3'- - 9[/ ----- 4 - ~ 1 / DRIVEWAY LOCATIO~ / / \ 1 A f I #11 CO ~ SHED l ~3 3 /-0#p Â°+ pf w OHP - 20 0 20 40 60 1 11.11 / 0 \11. 1 // \ 0 - _ \4 / / 1- 1 1 \/ s 00 0 PROPOSED ) Â·/ m \ E SCALE 1"= 20' I \ f~~ ~ ~ STEEL 11 FF=101.75 0 BWLDING / BUILDING 5 \ *ETB~CK~ 1 / , ~o 1 % ~j *BACK < ~ 10.04 j / \ \ ACCESSIBLE 6/j 1 / ~ 1:~7 d 1 / > ---1 \ ROUTE V ~ BUiLDMVG J BETWEEN IrÂ· 20 1 4 58,7 \/ GARAGE 1 OFFICE & 4/ 7 1 / 1 / 71 4 1 0 SUBJECT PROPERTY LINE 14" P LEGEND: 1 1/ \ 11 lei 0 - 1 1 4 j 11 171 1 4 ~ 67.9.. 34.0, ~ W /// / ADJACENT PROPERTY LINE (1 1 V l' 1 / 1/ i i UP) ..................... TOWN OF ESTES PARK CITY LIMITS 1 // 4,1 i /3 @lj --F~ 717 1~~~~1 I I' - ~AO~EXMOEUNTTCROPPING 4 /% 1 ~ 1 ~ ~| EXISTING PARKING & STAGING AREA , Ill 7010 EXISTING INDEX CONTOUR W/ ELEV. 7 < 1 11 / 1~21 4 / ---- ----- ----EXISTING INTERMEDIATE CONTOUR 0 /1 1 / ~'~ - - -W - EXISTING WATERLINE 1'1) - - - S - EXISTING SEWER LINE - - OHP -EXISTING OVERHEAD POWER Vii 1 1 1 1\\ \ / PROPOSED BUILDING 1 < 11 4)Â·Â· EXISTING EVERGREEN TREE Ill / 1 42/ 1 M 1300 ACACIA DRIVE / / EXISTING ty'11 / /\ l . 11 1 C 1 Ill LOT 2, KEARNEY MINOR SUBDIVISION RETAINING WALL s IF 1/3 1 1 111 0 4 / / /1 1 1 11 J f "F 142 / i //j 0 1 1 11 2 li 11 41( / , lig i O il / /1 14" PP ~ 40. i el OD / 11% 1 - /v / 2 111 5 lit 1 k/ 1 11 / I DESIGN CRITERIA 7 - M-ZI-<-0 -<- f 2, 16" PP 4 ./.. I b UÂ°,9 ALL CONSTRUCTION METHODS PER 2015 IBC 1 1 1 l / f / RISK CATEGORY = 11 *' 4' 1 35 Il< < LIVE FLOOR LOAD OFFICE = 100 PSF 49 / / 404 SCALE 1"=20' - - ELEVATION = 7650 1 1/6 17: 2 LIVE FLOOR LOAD GARAGE = 250 PSF ll, - 117. //4 f -5/jout>/ 0 , LOFT LIGHT STORAGE LOAD = 125 PSF , | SNOW , GROUND SNOW LOAD = 67 PSF a*,400'E 1,16, -41:Â·Â·Â·Â·Â·Â·Â·Â·Â·Â·Â·Â·Â·............:f,Â£*=u -LIEE,1*0*--1 SNOW LOAD IMPORTANCE FACTOR = 1.0 S: SNOW EXPOSURE = 1.0 VICINITY MAP 1) CONTOURS ARE 2' INTERVAL THERMAL FACTOR = 1.0 ROOF SNOW LOAD = 47 SCALE 1"=50' 2) ZONING I-1 - RESTRICTED INDUSTRIAL WIND 3) SETBACKS FRONT (ALL OTHER STREETS) = 15 FEET, SIDE AND ULTIMATE WIND LOAD = 175 MPH REAR = 10 FEET (3 SECOND GUST, EXPOSURE C) IMPORTANCE WIND = 1.0 ALTITUDE CORRECTION = 0.80 4,12'11410,7# 0&'. SEISMIC rOWN OF ESTES PARK ,; '430 604.' , MINIMUM SEISMIC DESIGN CATEGORY = B f24.4 n f,..:i.. SEISMIC IMPORTANCE FACTOR = 1.0 ~ CODE ANALYSIS/ OCCUPANCY LOAD/ DESIGN CRITERIA APPROVED , /46:Rf/"c,Â·' 4. I i ' SEISMIC COEFF (Fa*Ss) = 0.34 Building Department 62 31759 43 By 0 - Date - 94. //21 19:6 . ~ ACCESSIBLE ROUTE Rnilrlinn Official i J.7. Â·-,mquumuuu.' DATE: REVISION: BY: PROJECT TITLE: AM. 1692 BIG THOMPSON AVE 8/30/18 RFVISIONS PFR RI D DFPT PLAN REVIEW 2 MST .tjA*..b Know whafs below. KEARNEY SHOP ADDITION ip--14*h- SUITE 200 ESTES PARK, CO 80517 6.,W 8*Â® Call before you dig. SnEET TITLE: SITEPLAN PH: (970) 586-2458 FAX: (970) 586-2459 1300 ACACIA DRIVE CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU â€¢ . - CORNERSTONE DIG, GRADE, OR EXCAVATE FOR THE MARKING OF DESIGNED BY KME APPROVED BY MST JOB NO. SHEET SHEET CLIENT: KEARNEY AND SONS ENGINEERING & SURVEYING, INC. UNDERGROUND MEMBER UTILITIES. DRAWN BY KME DATE APRIL 2018 15 ENTERPRISES LLC COPYRIGHT - ALL RIGHTS RESERVED 338.008 2018 CORNERSTONE ENGINEERING & SURVEYING, INC. CHECKED BY MST SCALE ASSHOWN STEEL BUILDING BY OTHERS 12 STEEL BUILDING BY OTHERS 37 EXISTING ROOF 12 UILDING CONNECTION TO BE FIELD FIT fi 18'-3" 17'-10" 14' 12' GARAGE DOOR Fr-1 10' GARAGE DOOR 1 3020 1 11 6030 11 6030 ROPOS D GRADE TO BE FIELD FIT TO NDING / GARAGE AY DOORS AND GRADED AWAY 40)<7' CONCRETE LANDINC 2 STEPS F OM GARAGE T OFFICE FROM TH DOORS OUTSIDE EGRESS DOOR A <0 <1 AREA 4' ~ EXISTING SHED TO BE CONVERTED TO OFFICE 7' 2 EXISTING SHED TO B 1- 88" /2~FF=101.75 ' 4 4 4')<7' CONCRETE LANDIN ONVERTED TO OFFICE 4 OUTSIDE EGRESS DOOR 3068 A -=100.67 -\Id 4 Zt . ADJOINING GRADE T ADJOINING GRADE T MATCH LANDING W/ MAX. MATCH LANDING W/ 4% 4'X7' CONCRETE LANDING 4% SLOPE FROM ~ OUTSIDE EGRESS DOOR MAX SLOPE FROM ~ ACCESSIBLE PARKING ACCESSIBLE PARKING TO MATCH GRADE W/ MAX. PARKING NORTH ELEVATION 449 3 SCALE 1/4"=1' WEST ELEVATION SCALE 1/4"=1' STEEL BUILDING BY OTHERS STEEL BUILDING BY OTHERS-~ 12 XISTING OFFICE ROOF XISTING SHED TO BE BEHIND CONVERTED TO OFFICE 18'-3" 14' 12' GARAGE DOOR AN DOOR ROPOSED GRADE TO BE IELD FIT TO GARAGE BAY DOORS AND GRADED AWAY 7' FROM THE DOORS 44 8 4'X7' CONCRETE LANDIN 6# OUTSIDE EGRESS DOOR W/ 4 4 t .2 a MAX. 4% SLOPE FROM ___ 4 4 4 Z - ACCESSIBLE PARKING 4 4 4 44 ; - 4 4. 4 <0 1 EAST ELEVATION SCALE 1 /4"=1' SOUTH ELEVATION SCALE 1 /4"=1' %9,11,tu,9#m 21\t!11?j,i/,f, Â»39.jitÂ¥,i. 4.zÂ»-*PA91,11:. FOWN OF ESTES PARK APPROVED 21 31759 U Building Department ~ FINISHED FLOOR ELEVATIONS ...44,7,1,1 I:,mYA' /44â‚¬*:1..%17 R.arlinn Official ~ EXTERIOR LANDING DIMENSIONS AND ELEVATIONS 5~017* Know whafs below. KEARNEY SHOP ADDITION ESTES PARK, CO 80517 **â€¢*. Call before you dig. PH: (970) 586-2458 FAXÂ· (970) 586-2459 SHEET TITLE: .1 ELEVATIONS 1// '71mf/ CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF DESIGNED 8Y KME APPROVED BY MST JOB NO. SHEET SHEET CLIENT: KEARNEY AND SONS CORNERSTONE UNDERGROUND MEMBER UTILITIES. ENGINEERING & SURVEYING, INC. DRAWN BY _QL- DATE --ABBIL&91.L- 25 COPYRIGHT - ALL RIGHTS RESERVED 338.008 ENTERPRISES LLC 2018 CORNERSTONE ENGINEERING & SURVEYING, INC. CHECKED BY MST SCALE AS SHOWN /ounm,m 7 - 2,-4'XT CONCRETE LANDING 71\ , Â·â€¢ -r-77 OUTSIDE EGRESS DOOR 4 6, \ .. . ..4 , .4. . 4 /F ? TO MATCH GRADE Wl MAX. 2 . -'/ ~ ? 4% SLOPE FROM '44 ' ' -3--4 : '. 4 . Â·Â· ' 41 4 ACCESSIBLE PARKING ~ (2) 1-3/4" X 11-7/8" 2.0E LVL HEADER-~~ EXISTING ROOF TO REMAIN-a '0 -7 fSERVICE SINK ~ 33' 1 R38 INSULATION-~ -Â«f*Jilw:,Â·;-- 3 c. 3068 .1 1 6030 1 1 3020 - 5'-6" ~ Â· ~~ 11' Â· ~ 12'-0~" ~ . 1 2----4,Â»'111 7|| I 60.p 1 1 1 1 1 1 81 1 1.1 11 70111 1 27~ * ~-LOFT AREA ACCESS 2 / THROUGH NEW --rfl lut [ <- 3" DRYWALL 3 / STEEL STRUCTURE 15/ /------=~ 1 5.91 1 LSINK HEIGHT TO BE 34" FRAME 2X4 WALL--~ / PRIVATE BATHRAOM \4Â«.1 8" FLOOR SHEATHING-1\\\~TORAGE LOFT OVER EXISTING \ < NOT FOR PUBLIC kISE MAX. Il -~-f lillil||||| BjH |||||||| ~21 8' CONCRETE HALF WALL 1 1 6' 8' 6' 1 2 11 - NFILL EXISTING OFFICE AREA 1--*t 051 -\,,/ \-LINOLEUM FLOORING FF = 100.67 106" ~ - COVERING W/4" VINYL AREA = 528 SQ FT 9068 - BASE BOARD IN BATHROOM -111111111111111111111111 -L f*WN i ~~GARAGE DOOR r n WITH 2X6 @16" OC & AT UTILITY SINK 1-3/4"X 11-1/4" 2.0En 1 2868 EXISTING 2X6 FRAMED WALL 6" DRYWALL 0 CO LVL @ 16" O.C. ~ W/ * OSB SHEATHING W/HARDY PLANK LAP SIDING BATH OFFICE -C 1/2" DRYWALI LANDING W/STEPSn - 1 1 / 1 1 1 I l I ly 1 1 11 Vull 1 + / 6,/ CO VEHICLE STORAGE/ 1 16' GARAGE AREA 07 63 *CCESSIBLE ROUTE ~ 16' R21 INSULATION W/ FIR OUT INSIDE OF CONCRETE-1 8 DOWN FROM GARAGE \ DOOR IN EXISTING -11'llill'1111111111'illl WALL W/ 2X4 @ 16" OC, ~ 2 1 R13 INSULATION & ~" DRYWALL ~ DOOR \ - 9-Â»\ CONCRETE HALF WALL 2 STEPS-- ~- 44" ---* ~ 2" FLOOR SHEATHINeA ~5" CONCRETE SLAB 2 STEPS--Â·Â·Â·~ OVER PT 2X6 FLOOR \ EXISTING CONCREETE7 ~ JOIST W/ R21 ~ 1- 48" 4 FF = 101.75 ~ 44" INFILL EXISTING GARAGE BAY DOOR 1 1 I 1 1 1 1 1 421 1 1 1 ~ STEM WALL & . .ml INSULATION \ r ---7 1 11 .. Y 44" 1 1 111 ,Â· N FF=100.67 u r-- -1-J- ilL *#50' 3068 -991 4, 1 1 11 LI ~<I-I ~ ~1 -'.-1 ~ ~1@kAAiAAAAAAA,\AkAA~awfFrwAfofMA,~9*~0tt..,.f...",,tt - f A TEEL FRAME BUILDING BY OTHER /1 1. EXISTING 24"u1 CONCRETE SLAB 9 = SINGLE FACING EXIT LIGHT, 90 MIN BATTERY BACKUP AND GREEN LETTERING, LED, VOLTAGE SECTION A-A' SCALE 1/4"=1' 120, INSTALL PER NFPA 101 LOFT FRAMING AIR BARRIER PENETRATION TO BE SEALED IN AN SCALE 1/4"=1' APPROVED MANNER ~ ALL SOURCES OF AIR LEAKAGE IN THE BUILDING THERMAL ENVELOPE TO BE SEALED TO MINIMIZE r-R-38 INSULATION AIR LEAKAGE 908 & S e z~ 0> - GARAGE FOR VEHICLE STORAGE-~~ %m" / AND LIGHT MAINTENANCE g== STEEL FRAME BUILDING BY OTHERS 00 1 1 995 r-R-38 42"MIN - 54" MIN 49 - 0 m U ~ 40. GARAGE AREA ~ BATH ~ ~ ~~--R-21 ----- 12,1 MIN | 42" ..0 FF =101.75 36" MIN 6"MAX 1 P â‚¬ AREA = 1360 SQ FT 6 1 =0 6030 . 0 0 33-36" p , 33-36" 34' - OFFICE ~ 17-19" SEAT ~ < - 17-19" SEAT | || /-9-21 INSULATION HEIGHT HEIGHT r-EXISTING CONCRETE L I | E 3068 i SLAB FLOOR |.] 3068 I U ~ ACCESSIBLE ~ BATHROOM DETAILS SCALE 1/2"=1' SECTIONS-B' SCALE 1/4"=1' FLOORPLAN FRAMING NOTES SCALE 1/4"=1' 1. CONSTRUCTION TO COMPLY WITH 2015 IBC (TYP) ~-EXISTING STUD 2. ALL FRAMING LUMBER TO BE #2 HEM FIR OR BETTER /-8" SHEATHING 3. ALL EXTERIOR HEADERS TO BE (2) 2x10 GLUED AND NAILED w/ 16d NAILS @ SLIC _ - _- _ - 3" O.C. PERIMETER AND PACKED FULL WIDTH OF WALL UNLESS SPECIFIED Ig---~tw-~--D~ 4 X A i '~ - ~)~ 3~ 4 1 4-----Â»---22233I~Z OTHERWISE (:)FFICE RO 4. ALL LVL HEADERS TO BE SIZED AS SHOWN AND GLUED AND NAILED @ 3" tuair,~R < 1 BEHIND <~ ~~ ~~:;f~.Â«----6, 1 1 O.C. PACKED FULL WIDTH OF WALL (TYP) 1-1 GARAGE DOOR 5. ALL WINDOW/DOOR OPENINGS TO HAVE (1) KING STUD FOR EVERY TWO CONTINUE TO OUTER WALL FLOOR JOISTS/ROOF RAFTERS WITHIN THE SPAN OF THE HEADER AND (2) 2) 1-3/4" X 11-7/8" 2.OE LVL HEADER-/ < ~1-3/4" X 11-1/4" 2,OE LVL JACKS STUDS ~ 4'Xr CONCRETE LANDING ~) 4 1 I 2 ~~Â·-BLOCKING 6. R-21 BIB INSULATION INSTALLED AT ALL EXTERIOR WALLS (TYP) ? OUTSIDE EGRESS DOOR ) 4 . 41 ? TO MATCH GRADE W/ MAX. 2/\ Y Y .4 . ... 4% SLOPE FROM ZE ,~ Y, >~....)~.>~ ..)~.\.)~..)~ )~ )~ )~ )~ (-3,7vAL}-i. 1, 1, r, A i, A /Â·,b ~ADD 2X6 STUD TO SILL PLATE 7. FLOOR SHEATHING TO BE ~" T&G OSB INSTALLED PERPENDICULAR TO t' . . ACCESSIBLE PARKING ~ \_ATT : STCRAGE FLOOR JOISTS AND GLUED/NAILED w/ 8d RING SHANK NAILS @ 6" O.C. .... EDGES AND 8" O.C. FIELD ARE.I V V V // i - - FGARAGE STEEL ECARAGE STEEL / FRAME BY CTHER 8. DO NOT SCALE DRAWINGS-CONTACT DESIGNER FOR 1 11 11 11 lili 11 11 11 lili 11 11 11 11 11 11 11 11 11 11 11 11 11 1 ,- FRAME BY CTHER MISSING/INCONSISTENT DIMENSIONS - OFFICE BEHIN[ 0 Af ' 1. 3068 1 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 1 1 CARGE-v0175 15 ./.tat.R.fÂ®844'*,Â·.L TOWN OF ESTES PARK râ‚¬XISTING SILL PLATE OFFICE FF = 100.67 BEHIND #u42 ,/i / /nal<P :2 2X8 PRESSURE TREATED TO SET = fÂ»79?2* APPROVED DIRECTLY ON EXI ING L.=~ ATTIC STORAGE AREA IS CONSIDERED UNOCCUPIED SPACE LEXISTING 2x6 L.1 ~ CONCRETE FLOOR 1~ 16" oCTr\~ FRAME WALL AND IS TO BE ACCESSED BY LADDER 1-01 31759 je~ 4 INFILL EXISTING Building Department ATTIC ACCESS DETAIL GARAGE DOOR 4~ ,. By . - Date -- 16' WITH 2X6 @16" OC m.;;IAir,/ Of#irial INHUNHHHNHUNHUNHHHNNHUNNI SECTION C-C' LOFT FRAMING DETAIL 1*:5?6~AL <,03~ SCALE 1/4"=1' ..... *. b SCALE 1"=1' .+)/4/4,) itt! j"'0* 2 STEPS-1 ~ EXTERIOR LANDING DIMENSIONS AND ELEVATIONS 1 11 11 11 11 l' 11 11 11 11 11 11 lili 11 11 11 11 111 1 11 11 11 DATE: REVISION: BY: PROJECT TITLE: 8/30/18 REVISIONS PER BLD DEPT PLAN REVIEW 2 MSI ~ ACCESSIBLE ROUTE 1.... SUITE 200 ;,iÂ°.415 Knowwhafs below. KEARNEY SHOP ADDITION 404 1692 BIG THOMPSON AVE 1 ~Rlâ€¢jÂ® Call before you dig. ESTES PARK, CO 80517 PH: (970) 586-2458 1 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 Hill 1 11 11 11 ~ ACCESSIBLE DETAIL FOR BATHROOM FAX: (970) 586-2459 1 3068 - SHEET TITLE: FLOORPLAN AND FRAMING .0/~+4* -STEEL FRAME BUILDING BY OTHERS- ~ EGRESS LIGHT LOCATION ,r|17/7 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU â€¢ CORNERSTONE FLOOR FRAMING ~ ATTIC ACCESS DIG, GRADE, OR EXCAVATE FOR THE MARKING OF DESIGNED BY KME APPROVED BY MST JOB NO. SHEET SHEET CLIENTKEARNEY AND SONS ENGINEERING & SURVEYING, INC. UNDERGROUND MEMBER UTILITIES. DRAWN BY -_KNE_ DATE APRIL 2018 35 COPYRIGHT - ALL RIGHTS RESERVED SCALE 1/4"=1' 338.008 ENTERPRISES LLC 2018 CORNERSTONE ENGINEERING & SURVEYING, INC. CHECKED BY MST SCALE AS SHOWN 1 020â‚¬ 1 ONV Â¥38Â¥ GARAGE DOOR Â· ~ FOUNDATION DESIGN 1/2" EXPANSION -n r\3 -FOOTINGS- /- STEEL BUILDING BY OTHERS THICKEN SLAB TO DESIGN OF FOOTINGS IS BASED ON A MAXIMUM ALLOWABLE BEARING PRESSURE OF 10,000 PSF ON THE < 5" CONCRETE SLAB wi 6x6 Wl.4xWl.4 WELDED WIRE FABRIC 5" CONCRETE SLAB T DOOR OPENING CRYSTALLINE GRANITE BEDROCK, BELOW FROST DEPTH BASED ON DEAD LOAD PLUS HALF LIVE LOAD. OR FIBER MESH REINFORCEMENT W/4"*4" W2.9xW2.9 1 (TYP) 7 WELDED FABRIC (TYP) ~ ALL FOOTINGS TO BE SET ON UNDISTURBED SOIL OR BED ROCK. -ANCHOR BOLTS- _ - 33' _ * FF 101,75' \ 1-- 6" lf<~ t--323ION JOINT I f - ANCHOR BOLT DIAMETER AND LOCATION TO BE PER PREMO STEEL BUILDING PLANS FOR 130 BROOK DRIVE. FF/TOWEL = 101.75 ~ 4 1 JOB #10326 4052>9>7041'x TOW 101.08' ~ f . 4~~~ ~~ ~~-~<- ALL BACKFILL TOBE .St,Â§~1-1Â·-;>Â»V -' REINFORCED CONCRETE: 30" MIN. DESIGN IS BASED ON "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"(ACI 318-14). COMPACTED TO 95% 2-~~~~~, 4. OR CONCRETE WORK SHALL CONFORM TO "STANDARD SPECIFICATIONS FOR STRUCTURAL- CONCRETE" (ACI 301). STRUCTURAL BACKFILL 31 :.Â·*94Â«\*9 STANDARD PROCTO~~5:4\ #4 REBAR @ BEDROCK STRUCTURAL CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES: COMPACTED TO 95% 3 . 3%24%*f PROCTOR .Â· \ 18" O.C. i./ (2') 2" POLYSTYRENE E 1 30" MIN OR INSULATION #4 REBAR @ 1 ~ (2' MIN.)2" --*I BEDROCK fc, psi W/C Maximum Slump Entrained Air Cement Admixturesh 48" 0.C. -1- 1 v < Intended Use 28day Ratio Aggregate inches Per cent Type Comments POLYSTYRENE 4 : Â· #4 HORIZONTAL 811 4*9@ EXISTING FOUNDATION--~ INSULATION REBAR @ 18" O.C. Footings 3,000 .5 3/4" Stone 6 2-4% 1/11 14 1 53 12 1 Walls 4,500 .45 3/4" Stone 4 6% MI #4 REBAR @ ~ . Â· - 8,1 1 1 (3)#4 REBAR 7 1- 16" -~ 4,500 .45 3/4" Stone 4 6% 1/11 SHOP FF=100.67 48" O.C. WALL < 4' , - CONT. l Extslabon grade d C Int slab on grade 3,500 .5 33/4" Stone 4 2-4% 1/11 Fibermesh / 8" 1E 1... SECTION B-B' MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315-80). DETAILING, FAErRICATIONS.AbLDÂ·FLACENIENT OrREINEGRCING-STEEL SW41.95Â·Â·IMI ACGQEQANCE Vmt-rTHE - EPOXY DOWEL PROPOSED- (3) #4 REBAR 16" l4 re FOUNDATION TO EXISTING ~ CONT. ~ FOOTER TO UNDISTURBED FOUNDATION SLAB SOIL OR BEDROCK WALL DETAIL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. REINFORCING BARS SHALL CONFORM TO ASTM A615, AND SHALL BE GRADE 60, EXCEPT TIES OR BARS SHOWN TO BE FIELD-BENT, WHICH SHALL BE GRADE G' SECTION A-A' NOT TO SCALE 40. AT SPLICES, LAP BARS 50 DIAMETERS UNLESS NOTED OTHERWISE. AT CORNERS AND INTERSECTIONS, MAKE HORIZONTAL BARS CONTINUOUS OR PROVIDE MATCHING CORNER BARS. AROUND OPENINGS IN WALLS AND SLABS. PROVIDE 2-#5, EXTENDING 2'-0" BEYOND EDGE OF OPENING. IN CONTINUOUS MEMBERS, <, WALL DETA/L SPLICE TOP BARS AT MID-SPAN AND SPLICE BOTTOM BARS OVER SUPPORTS. PROVIDE INTERMITTENT rih . 9 1 6' ~ Â» , 1 r 1, NOT TO SCALE SHEAR KEYS AT ALL CONSTRUCTION JOINTS AND ELSEWHERE AS SHOWN ON THE DRAWINGS. ~ EXCEPT AS NOTED ON THE DRAWINGS, CONCRETE PROTECTION FOR REINFORCEMENT IN CAST-IN-PLACE 1 Ef_-_ Â· Â· CONCRETE SHALL BE AS FOLLOWS: 1 2-1107 111| 107 1/2" EXPANSION A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" - 1 -E," *-1 1'-6" t--Â·-I -7 INSULATION 3 B. EXPOSED TO EARTH OR WEATHER: s (e (e #5 BAR, W31 OR 031 WIRE, AND SMALLER 1-1/2" 1 -IÂ« 1-1 + C. <H 5" CONCRETE SLAB w/ M \ OTHERS SLABS, WALLS, JOISTS:#11 BAR AND SMALLER 3/4" F STEEL BUILDING BY C. NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: 1 1 Wl.4xWl.4 WELDED WIRE FABRIC \ BEAMS, COLUMNS: N N OR FIBER MESH REINFORCEMENT \ PRIMARY REINFORCEMENT 1-1/2" STIRRUPS, TIES, SPIRALS 1-1/2" (TYP) --~~~ -1 <21--8Â·1â€ž - FIBERMESH ADMIXTURE SHALL BE 100% VIRGIN POLYPROPYLENE, FIBRILLATED FIBERS AS MANUFACTURED ANCHOR BOLT LOCATIONS PER 8. 1 1 U-4 r 6" MIN. BY FIBERMESH CO. PER ASTM C-1116 TYPE 111 4.1.3 AND ASTM C-1116 PERFORMANCE LEVEL ONE, 1.5 LBS THE PREMOSTEEL BUILDING PER CUBIC YARD OF CONCRETE. DRAWINGS, ANCHOR BOLT LENGTH ANCHOR BOLTS FOR BEAM AND COLUMN BEARING PLATES SHALL BE PLACED WITH SETTING TEMPLATES. PER TABLE STRUCTURAL BACKFILL q/*p,0,2-u.-'r ' â€¢ =4~41Â£33'i, COMPACTED TO 95% PROCTOR ; -'74 ' & 1,1....1 0~ A REPRESENTATIVE-QETHE EN~~EER-SROLULD OUSERVETHEFOUNPPÂ¢rIONERbN4TI0N BAIOR-Te) 20' OUCSTRU~ #4 REBAR HOOPS AT - 1/2" EXPANSION < FOUNDATION DESIGN IS BASED ON SOIL REPORT PREPARED BY CORNERSTONE ENGINEERING & SURVEYING, ~ 12" O.C. VERTICAL ---4 AJ=i*~ INSULATION n ~ INC. DATED JULY 30, 2018, JOB NUMBER 338-008, 4 10' - 2'-2" (4) #5 REBAR VERTICAL - 30" MIN OR 5" CONCRETE SLAB w/ 6x6 WITH 6" FOOT BEDROCK Wl.4xWl,4 WELDED WIRE FABRIC ~ lili (2'MIN.) 2" POLYSTYRENE-4 1 ' ' 44. 1,4 HORIZONTAL OR FIBER MESH REINFORCEMENT -1 1 INSULATION --- - REBAR @ 18" O.C. (TYP) STEEL BUILDING BY #4 REBAR @ -#-z---:--, Â· , ~ _1 48" O.C. WALL < 4' 4 98.25 ~ -2 OTHERS | | U.,fl __3[1111_r STRUCTURAL BACKFILE~'*5*Â¢1 ~IFI~~ ' ~ FF/TOW EL = 101.75 ~ ~~5~6-;) E 6" MIN. 1 '-511, (2) #4 REBAR/--2 , 4 2 ~2' 1 P -34" EACHWAY (3) 04 REBAR FOOTER TO UNDISTURBED CONT. 01 -It 1 40' /> SECTION C-C' 104 R~C.INWRI | DIAMETER | LENGTH SOIL OR BEDROCK COMPACTED TO 95% PROCTOR r 7 2'-4" - 1 ANCHOR BOLT EMBEDMENT LENGTH GARAGE FF=101.75 1'-8" 35-=====. 5/8" 7" WALL DETAIL /0231 3/4" 10" GARAGE DOOR40, 34 1 1 ~ 30" MIN OR 7/8" 10" DROP WALL 5" ~ ~ (4) #5 REBAR VERTICAL 3.=11 NOT TO SCALE WITH 6" FOOT 1'-2" BEDROCK ./41 1'-8" 3 (2' MIN.) 2" POLYSTYRENE ~ SEE PREMOSTEEL BUILDING PLANS FOR INSULATION 4, I. ANCHOR BOLT LOCATION AND SIZE F 2x6 WALL (TYP) 4, Â£ ~ 98.25 ~ 8" U i (3) #4 REBAR.,/- Â· < CONT. ~ FOOTER TO UNDISTURBED FOWN OF ESTES PARK 1 SOIL OR BEDROCK CONCRETE SLAB SECTION D-D' 2X4 WALL EXISTING APPROVED CONCRETE WALL DETAIL //24% .1 V . - Date - 20' < Building Department 12' 2X8 PT FLOOR li:~~- STEM WALL R..il,-linrs Official NOT TO SCALE UTTN JOIST ON EXISTING ... CONCRETE SLAB - 8" 3' 2x6 WALL (TYP) STEEL BUILDING EITHER SIDE OF GARAGE DOOR FRAME BY OTHERS WIDEN STEM WALL TO 10" FOR 8" * FF =100.67 ~~ ~ ~ ~ ~ 6,1 , #4 HORIZONTAL 1/2" EXPANSION W/ (2) #4 HOOPS (4X7) AROUND ANCHOR BOLTS z Mjj;SE}117>,,.. REBAR TOP & BOTTOM JOINT (TYP) 3 ~ (4. d I . I.. I Â· j @Akda\5Â»- f Â»_ 41 EXISTING 4" , JOISTS Wl.4xWl.4 WELDED WIRE FABRIC 30"MIN 2x8 FLOOR 5" CONCRETE SLAB w/ 6x6 OR FIBER MESH REINFORCEMENT \J~~-- 2;<6 WALL (TYP) CONCRETE FROST FLOOR SLAB 24" DEPTH #4 REBAR @ 24" O.C ~ 1,-8. I ?-l::7_~11-7 - - 8.-1.11 2,1 - -031- 8. - - 1 rk- 1 4' #4 HORIZONTAL 1'-11" FF= 100.67 ~ REBAR TOP & BOTTOM 3-It . 1 11 3 EPOXY DOWEL REBAR 12 (TYP) 7 ~ :__a-_a_-~*1 1'-2" 3 - A-FA10â€¢ - 4- 10" -~ - - ~ <EXISTING SLAB l' I 1002" 11'-8" j Â· 10'-2. .1,~- - SLAB INTO EXISTING SLAB 2x8 FLOOR BEARS ON EXISTING 4" ~ FF/TOW EL = 101.75 - JOISTS BEDROCK CONCRETE ' â€¢ 2 4 C . 11. i 1'-11" FLOOR SLAB <D E (2) #4 REBAR HOOPS I FF = 100.67 ~ N TOW = 101.08 ~ TOW = 101.08 / LGARAGEDOOR A A SECTION E-E' DISTRIBUTED IN TOP 5" < TOF = 98.08 THE COLUMN 1'-2" ' < DROP WALL 5" . . 1 . ... 1 4.. 1 ../ i - EXISTING 4" TOF = 98.08 EXISTING FOUNDATION ril I .1 ". 1 9 TO SCALE ~-- EXISTING 24" SLAB - (4)#5 REBAR VERTICAL -, , ~ , : Â·1 4 . 4 CONCRETE FOUNDATION PLAN WITH 6" FOOT . . ' ~ 1. .~4 1 . FLOOR SLAB BASE PLATE C PER ~ ~1 ~ ' . SCALE 1/4"=1' .:'.,4" -1' -, Â· . ... V PREMO STEEL EPOXY DOWEL REBAR 12" - 7 ' DES/GkcRlykl>~hj E BUILDINGS ~/- STEEL BUILDING BY OTHERS SECTION G-G" INTO EXISTING SLAB 7 1 5" POUR OVER ALL CONSTRUCTION METHODS PER 2015 IBC < FOUNDATION ~G~ ~ ~ EXISTING 24" SLAB r (2) #4 HOOPS RISK CATEGORY = 11 4"X7" @ GARAGE DOORS ELEVATION = 7650 NOT TO SCALE LIVE FLOOR LOAD OFFICE = 100 PSF re.*lutlm;,40,1, / #4 MC)RZ @- 5" LIVE FLOOR LOAD GARAGE = 250 PSF LOFT LIGHT STORAGE LOAD = 125 PSF 4 â€¢ 1 *.1 H NOTES: 18" O.C. -Aut!.BG>3>1 SECTION H-H , ~ 2 3 Know whafs below. A Xv+5 5,41 Â¥ (1 829-4 'Wl VII #4 REBAR @ - 30" MIN OR SNOW ./ j <94 FOUNDATION 4 5 " 4 Call before you dig. 1. 22r2JLION ~BH~LLTHEE'22%27&5IETRHNTEXECEO~5 EDHI~~ENTZ~iL'WREURCNTAIB~NAL 48" O.C. WALL BEDROCK GROUND SNOW LOAD = 67 PSF Loi 31759 "c- NOT TO SCALE DOCUMENTS ARE MORE RESTRICTIVE. Â· SNOW LOAD IMPORTANCE FACTOR = 1.0 - j-- '11 1.11 SNOW EXPOSURE = 1.0 1 /0% /43 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU %>CP.... 2. ALL STRUCTURAL BACK FILL MUST BE COMPACTED TO 95% STANDARD PROCTOR. 1 -2,- =22 1. 1.1 811 THERMAL FACTOR = 1.0 DIG, GRA0E, OR EXCAVATE FOR THE MARKING OF (3) #4 REBAR- ROOF SNOW LOAD = 47 fa EXISTING BUILDING FOUNDATION UNDERGROUND MEMBER UTILITIES. 1''mlitittiw. 3. CONTROL JOINTS ARE RECOMMENDED @ 10' O.C. IN EACH DIRECTION AND HAVE A MINIMUM DEPTH CONT. OF 1". INTERIOR CONTROL JOINTS MUST BE TOOLED IN (NOT CUT) TO AVOID CUTTING RADIANT WIND FOUNDATION NOTES UPDATED PER PLAN REVIEW HEAT TUBING. ULTIMATE WIND LOAD = 175 MPH I. ./ \ DATE: REVISION: BY: PROJECT TITLE: --/ SECTION F-F' (3 SECOND GUST, EXPOSURE C) 8/30/18 REVISIONS PER BLL) LIEPI PLAN REVIEW 2 Mbl 1692 BIG THOMPSON AVE 4. ALL FOUNDATIONS REQUIRE SUBSOIL DRAINAGE SYSTEMS, PER IRC, 1807.4.2; AND ARE KEARNEY SHOP ADDITION ,~~~1|* A ESTES PARK, CO 80517 1 41 ADDITIONAL TO PER COLUMN PER ACI 318-14 SUITE 200 CONSIDERED PART OF THE FOUNDATION SYSTEM DESIGN. SUBSOIL DRAIN WATER SHALL NOT IMPORTANCE WIND = 1.0 < Â£1,2.1 DISCHARGE INTO THE PUBLIC SEWER SYSTEM. SEE FOUNDATION DRAIN DETAIL. LL DETAIL 0%>.3/0810&984* r-71 ALTITUDE CORRECTION = 0.80 \ SHEET TITLE: tz<(9I;~)5::2::9 5. ALL FOOTINGS AND EXTERIOR DECK PIERS TO BEAR ON UNDISTURBED SOIL. NOT TO SCALE SEISMIC / FOUNDATION PLAN ~2 â€¢~il~v MINIMUM SEISMIC DESIGN CATEGORY =B K SEISMIC IMPORTANCE FACTOR = 1.0 DESIGNED BY KME APPROVED BY NIST JOB NO. SHEET SHEET CLIENT: KEARNEY AND SONS ENGINEERING & SURVEYING. INC. CORNERSTONE , SEISMIC COEFF (Fa*Ss) = 0.34 ~ DRAWN BY KE DATE APRIL 2018 45 - 338.008 ENTERPRISES LLC 2018 CORNERSTONE ENGINEERING & SURVEYING, INC. A A 1 / CHECKED BY MST SCALE ASSHOWN COPYRIGHT - ALL RIGHTS RESERVED I PLUMBING FIXTURE SCHEDULE ID DESCRIPTION MANUFACTURER MODEL COLOR FINISH FITTINGS MANUFACTURER MODEL COLOR FINISH WC-1 WATERCLOSET (ACCESSIBLE) KOHLER K-3658 WHITE SEAT KOHLER K-4731-C WHITE AREFER TO CIVIL SITE PLAN KOHLER WHITE FAUCET DELTA 35996LF CHROME FOR CONTINUATION L-1 LAVATORY (WALL HUNG) K-2005 /1 /7 Ul L-2 SERVICE SINK - - - - - - - Â»" GCO (2-WAY) .. d EWH ELECTRIC WATER HEATER EEMAX - N/A 1" K COPPER cw--- ~,Â·-3" SS .. g-1-1/2" V RISE I r1-1/2" SS /1 1 1 1/1 / \ ,{j 4 - 1 . ~ O PLUMBING KEY NOTES: 1-Ma] / L-1 L-2 \Â® 1. 3/4" CW RISE TO BACKFLOW PREVENTER, PRV, METER Â©/ 1/2" CW--- 2. 1/2" CW TO WC-1 3. 1/2" CW TO EWH ~-3" SS 4. 3" x 1-1/2" Y WC-1 5. 1/2" CW/1/2" HWTO La, 1-1/2" SSDOWN 6. 1/2" CW/1/2" HWTO L-2,1-1/2" SS DOWN 7. 3" W DOWN, 1-1/2" V RISE 1-1/2" V RISE-j~ 0 1 3068 eJ ~-1-1/2" V MECHANICAL HVAC SYSTEM 1) GARAGE AREA, 1 EACH - UNIT HEATER, GAS, CAPACITY = 100,000 KBTU/H 1 PROPOSED 90% EFFICIENCY Ec, REQUIRED EFFICIENCY = 80% Ec < FANS 1 SUPPLY, SINGLE ZONE VAV, 15000 CFM, 0.5 MOTOR 1 01/2" CW g NAMEPLATE HP 1-1/2" V-~ ~ CAPACITY = 30,000 KBTU/H | 1) OFFICE AREA, 1 EACH - DUCT FURNACE, GAS, WC-1 IN PROPOSED 92% EFFEIENCY EC, REQUIRED EFFICIENCY = 80% EC //1 -Jk FANS: 1 SUPPLY, SINGLE ZONE VAV, 15000 CFM, 0.5 MOTOR / -1 33/ 4-1/2" CW NAMEPLATE HP I / E-1/2" HW \ ,-BACKFLOW -* /' PREVENTER, 1 1<\ 3"SS- PRV, METER 1/2" HW-2 L-1, \ I / 1/2" CWn EWH ~ \R , L-2 | I ~/ \-1/2" Cy>/~ ~~ GARAGE AREA EWH FF = 101.75 AREA = 1360 SQ FT 1-1/2" SS ~ 1 34' PLUMBING ISOMETRIC NOT TO SCALE Â® 13068 DOOR I | GARAGE DOOR | . ..... i . 4 ./20 RE/7/27,1 rOWN OF ESTES PARK PLUMBING PLAN \ - 2 4,-49 #rti#44'1 APPROVED SCALE 1/4"=1' ~ HEATING SYSTEM LISTED tbfu,/6# f '-071 imt 31759 3=-- i' Building Department By ~ WASTE VENT & PLUMBING SUPPLY SCHEMATIC - Date- VA.jk31/9,.*Al Fli.Irlinr, nffirial %/94â€¢â€¢.....Â®,3 'El N. '*'.0/ONAL 09' ~ PLUMBING PLAN , '4,47#u'l; tt:'aftl~~ 1 1 ".,1 ,1. 1 ,1 DATE: REVISION: BY: PROJECT TITLE: 1692 BIG THOMPSON AVE 12~Â¥ Know whafs below. KEARNEY SHOP ADDITION .F JP. SUITE 200 PH: (970) 586-2458 ESTES PARK, CO 80517 t0~* Call before you dig. 3:,EET TITLE: - A Â©1,4. FAX: (970) 586-2459 PLUMBING PLAN CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU - CORNERSTONE DIG, GRADE, OR EXCAVATE FOR THE MARKING OF DESIGNED BY KME APPROVED BY MST JOB NO. SHEET SHEET CLIENT: KEARNEY AND SONS ENGINE!-RING & SURVEYING, INC. 1 UNDERGROUND MEMBER UTILITIES. DRAWN BY KME DATE APRIL 2018 338.008 ENTERPRISES. LLC 2018 CORNERSTONE ENGINEERING & SURVEYING, INC. 55 CHECKED BY MST SCALE AS SHOWN COPYRIGHT - ALL RIGHTS RESERVED REVISION SITEPLAN SEP 1 2 2018 CODE ANALYSIS: 1300 ACACIA DRIVE 1) ALL WORK TO BE THE FOLLOWING APPLICABLE CODES: 2015 IRC 2015 IPC LOT 2, KEARNEY MINOR SUBDIVISION, 2015 IMC 2015 IECC TOWN OF ESTES PARK, COUNTY OF 2015 NEC .1 , 5 IFGC LARIMER, STATE OF COLORADO TOWN OF ESTES PARK AMENDMENTS 2) OCCUPANCY CLASSIFICATION: OFFICE AREA - B, BUSINESS GARAGE AREA - Sl, MODERATE HAZARD STORAGE (VEHICLE STORAGE W/ LIGHT MAINTENANCE) 3) BUILDING AREA: OCCUPANT LOAD OFFICE TABLE 1004.1,2 MAIN FLOOR (EXISTING) 528 SF 100SF/OCC = 5.28 ATTIC AREA (UNOCCUPIED) 528 SF GARAGE AREA 1.360 SF 300SF/OCC = 4.53 TOTAL 2,416 SF 10 OCCUPANTS 4) DOORS TO HAVE U-VALUE OF U = 0.08, WINDOWS TO HAVE U-VALUE OF U = 0.28 5) 410.2 IPC, DRINKING FOUNTAINS SHALL NOT BE REQUIRED FOR OCCUPANT LOADS OF 15 OR LESS. 6) BATHROOM FOR PRIVATE USE, NOT OPEN TO PUBLIC 7) 1210.2 2 IBC, EXEMPION 2, NON-ABSORBANT SMOTH WALL cb-- ~ 1 COVERING ARE NOT REQUIRED FOR TOILET ROOMS THAT ARE NOT ACCESSIBLE TO PUBLIC AND THAT HAVE NOT MORE THAT /_11 - -2-1/ r / 1 - - - - - ~ / ONE WATER CLOSET. \ . - I--- i I \ 1 < 1% \ 2 - 9.Â« 4/ 4 ttekKL#*Bon 8 LU E- - I + - \ 1 4.. 2 2 0 12095 0 1 - A 51 Â°251 S-, t. 1 Iff ACCESSIBL 1 1 -.-Â£111% \*~ PARKING \ / 1./ --Ii---I- - Â®H - rlil < :1 ... N \1 U---0 //0 0 1 1. 6 0 0% 1 \ / 1.4% 4 6 ~ ~ X - ~r- ~ ~ "ACCESSIBLE < < P. 2/ Irl \ PARKING" 6% SIGN 1 \ / 1 ui -1 \ EXIS~NG 3/4' ATER SERVICE / \ Ir EXISTING - u ~-1- W - -----------Â· L - ~ 1 / DRIVEWAY LOCATIO~ / 33.35-- - -9 1 / 7/ / 1 EXiSTING \1 / / r. f / \ FF=100.67 OHP 20 0 20 40 60 ~ SHED , / co'l - It / / \ \4 ' / SCALE 1" = 20' EXIST\Â¤3 OVERHEAD P~*1 00 r tr- 35.61 j \I - \ 7 k f 2 / / PROPOSED ~ .1 STEEL i\ Wl 4 BUILDING ~ 10.09 / /000 ~ 4 pETBACK BV]LDING ADJACENT PROPERTY UNE FF=101.75 -/ ACCESSIBLE 4 \â‚¬r'BACKJ /1, r / 1/ 1 / > -- -3 11 \ \ 0 c li . / ROUTE r BETWEEN , 1/1 1 3 r f. OFFICE & ~ \ ~ BUILDING j / / --7 7 \\ A 0 29 / 58.71 \ / GARAGE \,1\.~Il LEGEND: gil 4 14" P ~RF 1/ 111% 1 2 , /\~ ~ l / , SUBJECT PROPERTY LINE 1/ \ lilli i 2// 4 1 / /1,1~~ 3 i \ ..................... TOWN OF ESTES PARK CITY LIMITS 9 - - - - - - - EASEMENT CO 1 1 1 1, 1 1 1 1 1 ROCK OUTCROPPING 11/11 E /1 4 / It '0 1/ /1 1 1#11 0 EXISTING PARKING & STAGING AREA / ~2' p ~ 7610 EXISTING INDEX CONTOUR W/ ELEV. ~ ~ ~ 4~ / -- ---- ---- --- EXISTING INTERMEDIATE CONTOUR 1 0/1 1 / 1 \\ - - - S -EX\ST\NG SBNERLINE - - - W - EXISTING WATERLINE -2 / \ \\ / / - - - OHP - EXISTING OVERHEAD POWER / PROPOSED BUILDING ..lili / ~ I // ~ 11 EXISTING EVERGREEN TREE % . r/-' A 1 1 1111 1 // 11\ 1300 ACACIA DRIVE / /11\ 1 1 EXISTING / 111 f lili LOT 2, KEARNEY MINOR SUBDIVISION RETAINING WALL ~ Al rn 3 \ s f \/-1 1 , 4. 1 \11 0 1 // 2 42 1 1162 C f 1 1 1112 li 1 1 J / / \ 0 / //0 0 m( I . i 'lim 14" PP //7// / 01 2 H % 11~~ Â·12 .lili 1 / , kil T pp)) DESIGN CRITERIA - T Â§\ 1 Juh 1,<< 1 < 14,/31 SITE PLAN ALL CONSTRUCTION METHODS PER 2015 IBC "01) fl / r i RISK CATEGORY = 11 0 il)1(/l c. 00 4 ' ~4) /J ..T/lk SCALE 1"=20' ELEVATION = 7650 LIVE FLOOR LOAD OFFICE = 100 PSF U ift/444/0 - - 2 9-~ Al LIVE FLOOR LOAD GARAGE = 250 PSF 13 i..:t \n. LOFT LIGHT STORAGE LOAD = 125 PSF tlI E 1/. / #2: I SNOW W 68@Â·14WE ./ -VA:'00'000'00'00'000'00'00'000'02-M~MZ__1 GROUND SNOW LOAD = 67 PSF SNOW LOAD IMPORTANCE FACTOR = 1.0 SNOW EXPOSURE = 1.0 S: VICINITY MAP 1) CONTOURS ARE 2' INTERVAL THERMAL FACTOR = 1.0 ROOF SNOW LOAD = 47 SCALE 1"=50' 2) ZONING I-1 - RESTRICTED INDUSTRIAL WIND 3) SETBACKS FRONT (ALL OTHER STREETS) = 15 FEET, SIDE AND ULTIMATE WIND LOAD = 175 MPH REAR = 10 FEET (3 SECOND GUST, EXPOSURE C) IMPORTANCE WIND = 1.0 ~ ALTITUDE CORRECTION = 0.80 SEISMIC k % MINIMUM SEISMIC DESIGN CATEGORY = B SEISMIC IMPORTANCE FACTOR = 1.0 SEISMIC COEFF (Fa*Ss) = 0.34 DATEÂ· REVISION: BY: PROJECT TITLE: 1692 BIG THOMPSON AVE. 8/30/18 REVISIONS PFR Rl n nFPT Pl AN REVIEW 2 MSI mt Know wkiafs below. KEARNEY SHOP ADDITION Call before you dig. < PHI(~70586 2458 ESTES PARK, CO 80517 onttl HILE SITEPLAN FAX: (970) 586-2459 1300 ACACIA DRIVE CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU . 1 DIG, GRADE, OR EXCAVATE FOR THE MARKING OF DESIGNED BY KME APPROVED BY MST JOB NO. SHEET SHEET CLIENT KEARNEY AND SONS ENGINEERING & SURVEYING, INC. CORNERSTONE UNDERGROUND MEMBER UTILITIES. DRAWN BY KME - DATE APRIL 2018 338008 1 5 ENTERPRISES LLC COPYRIGHT - ALL RIGHTS RESERVED 2018 CORNERSTONE ENGINEERING & SURVEYING, INC. CHECKED BY MST SCALE AS SHOWN 11 10~Â¢ a.~~$.~0& S 08Â°54'55" E 140.01' STEEL BUILDING BY OTHERS 12 STEEL BUILDING BY OTHERS 37 EXISTING ROOF 12 UILDING CONNECTION TO BE FIELD FIT 01 18'-3" 17'-10" 14' 12' GARAGE DOOR 10' GARAGE DOOR I 3020 1 NDING / ROPOS D GRADE TO BE FIELD FIT TO 6030 2 STEPS F OM 'X7' CONCRETE LANDINC GARAGE AY DOORS AND GRADED AWAY GARAGE T OFFICE OUTSIDE EGRESS DOOR FROM TH DOORS d <2 AREA d ~ 4 EXISTING SHED TO BE |- 48" FF = 101.75 4' ' CONVERTED TO OFFICE g -~ - - - EXISTING SHED TO BE CONVERTED TO 01~CE 4 4*T CONCRETE LANDIN 4 7' '=100.67- _ - _ - 4 4 OUTSIDE EGRESS DOOR 3068 A LEE 4 ZY 4'XT CONCRETE LANDINGN MATCH LANDING W/ MAX. MATCH LANDING W/ 4% ADJOINING GRADE T ADJOINING GRADE T OUTSIDE EGRESS DOOR / 1 ACCESSIBLE PARKING TO MATCH GRADE W/ MAJU < 4% SLOPE FROM MAX SLOPE FROM 4% SLOPE TO ACCESSIBLE f ACCESSIBLE PARKING PARKING A--A.A _NORTHELEMATION -~WEST=ELEVATION== SCALE 1/4"=1' SCALE 1/4"=1' STEEL BUILDING BY OTHERS STEEL BUILDING BY OTHERS-1 12 XISTING OFFICE ROOF XISTING SHED TO BE BEHIND CONVERTED TO OFFICE 18'-3" f-- 14' 12' GARAGE DOOR AN DOOR ROPOSED GRADE TO BE }ELD FIT TO GARAGE BAY DOORS AND GRADED AWAY 64 6 7' FROM THE DOORS 4'X7' CONCRETE LANDIN 41 OUTSIDE EGRESS DOOR W/ 4 4 4 6 MAX. 4% SLOPE FROM 4 - ACCESSIBLE PARKING - 614 6 4 <1 4 4. d -=EASTELEVA=TION SCALE 1/4"=1' SOUTH ELEVATION SCALE 1/4"=1' ' na-rer--------1 0,",0,"'.----,1'Y.-1...~~/----~ 1692 BIG THOMPSON AVE SUITE 200 ESTES PARK, CO 80517 -- 1/ PH: (970) 586-2458 - -- ~~~~~~~|~~~~~~~~~~-~---|---~SHEET TITLE: ELEVATIONS ---7 94,%" FAX: (970) 586-2459 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU ~ZZZZ~22ZZZZZEZZ|ZZ~ZEZZIZEZEZZIZEZZ~~~~~~~~~~-------1 DIG, GRADE, OR EXCAVATE FOR THE MARKING OF ~ DESIGNED BY ..mÂ®LL]*P~69aw--22@EIZZIZZiQEEEZZIEEEZIEBEEII--ELI@7j~~~~iliiq~':11~IEFRE;-1-01\IE UNDERGROUND MEMBER UTILITIES. ~ DRA\AN BY KME ~ DATE _ APRIL 2018 ~ 338,008 2018 CORNERSTONE ENGINEERING & SURVEYING, INC. ENGINEERING & SURVEYING, INC. - -- ~ CHECKED BY MST | SCALE AS SHOWN | 2 1 51 ENTERPRISES. LLC COPYRIGHT - ALL RIGHTS RESERVED 1 1 f-Â·4'X7' CONCRETE LANDING ''] Â·Â· myr OUTSIDE EGRESS DOOR ) 4. . At TO MATCH GRADE W/ MAX. 2 Â· ... ' ... . .4. ..../1 ? 4% SLOPE FROM , ~ ACCESSIBLE PARKING ~ (4 1 ~Â·~Â»â€¢uA~.A_A.â€¢â€¢-vuAÂ»-/-~33, . (2) 1-3/4"X 11-7/8"2.0E LVL HEADER-~ -7 ~-SERVICE SINK 33' EXISTING ROOF TO REMAII+X Â· R38 INSULATION-7 1 ....... -Wity=...3 3068 I 6030 I I 3020 ~ - - 5'-6" ~ 11' 12'-0~" - ~ 2 r-LOFT AREA ACCESS 9 1 -411 9 - 3101/11 lili B" DRYWALL-1 S / STEEL STRUCTURE 1 1 1 603D 1 1 11 1 1 81 1 1 -1 11 130201 11 - * / THROUGH NEW 8' # \ ~S}NK HEIGHT TO BE 34" 143*~ FRAME 2X4 WALL-1 < PRIVATE BATHROpM MAX. \Naw- STORAGE LOFT :fxT t FLOOR SHEATHING-x OVER EXISTING \ 1 NOT FOR PUBLIC p SE Il -~-f ||Ill||I||~ 2H|||||||| 121 8' CONCRETE HALF WALL 1* - 4 6â€¢ [42-1 051 - 8' 6' 1 Eli \ OFFICE AREA V 1-1-INOLEUM FLOORING % -* i rl Nfl LL EXISTING GARAGE DOOR FF = 100.67 1'-6" ~ - COVERING W/ 4" VINYL AREA = 528 SQ FT ~ ~ 'Ofifi _ BASE BOARD IN BATHROOM ~ | | | ~ ~ ~ ~ ~ | ~ | | | ~ | ~ | | | | | | | | ~ ~ ~~| ~ ~~ WITH 2)<6 @16" OC & AT UTILITY SINK 1-3/4" X 11-1/4" 2.OE , 2868 EXISTING 2X6 FRAMED WALL-~ * i" DRYWALL 0 0 LVL @ 16" O.C. W/*OSBSHEATHING \Â§ C 8 -8 n\\\1 liliv'll'll W/ HARDY PLANK LAP SIDING ~ BATH OFFICE < ~ 9 ACCESSIBLE ROUTE Â© VEHICLE STORAGE/ 3 16 GARAGE AREA 16' D ~R21 INSULATION W/ - FIR OUT INSIDE OF CONCRETEP 22 1/2" DRYWALI LANDING W/STEPS-1 M 9' - R13 INSULATION &3" DRYWALL \ ZE DOOR 1 9-0\ 111111111111111111111111 WALL W/ 2)<4 @ 16" OC, l * DOWN FROM GARAGE \ W DOORIN EXISTING -Â·~ ~- 44" 1 CONCRETE HALF WALL 2 STEPS- C-) i" FLOOR SHEATHING-7 ~4" CONCRETE SLAB 2 STEPS-~~ ... OVER PT 2X6 FLOOR \ 1111I 44" INFILL EXISTING GARAGE BAY DC)ORSAL | | i | | | | | ~~i | | i r| STEM WALL \' .~ INSULATION ~ --- EXISTING CONCRETE-,1~ JOIST W/ R21 FF = 101.'7~ 44" !4 1 -/Â£401"i.>m'L~ j - - -,4 :h.:t. 0 FF =100.67 3068 1 ' ~ I J i L i i ~ ~ 3 ~ 1 -~T4. ~ ~ 4 33038~ ~~~ -STEEL FRAME BUILDING BY OTHERSÂ·------~~~ EXISTING 24"-~ CONCRETE SLAB 9 - SINGLE FACING EXIT LIGHT, 90 MIN BATTERY SECTION A-A' BACKUP AND GREEN LETTERING, LED, VOLTAGE 120, INSTALL PER NFPA 101 SCALE 1/4"=1' LOFT FRAMING AIR BARRIER PENETRATION TO BE SEALED IN AN SCALE 1 /4"=1' APPROVED MANNER 2 ALL SOURCES OF AIR LEAKAGE IN THE BUILDING LU THERMAL ENVELOPE TO BE SEALED TO MINIMIZE rR-38 INSULATION AIR LEAKAGE 9 -11 > RS@ " i\AA.*AAAiÂ·Y AiAAAMBAAMAALÂ·Â· Y *m8 GARAGE FOR VEHICLE STORAGE~ m=c AND LIGHT MAINTENANCE 59 92 M; 510 EXISTINÂ·3 ROO~O REM,~F# n 1 0 mm 28 t.STEEL FRAME BUILDING BY OTHERS M 1 1- rR-38 ION 42" MIN 54" MIN 1 0 0 *fÂ·Â·i)*#*tj*;~i:*%Â·im~~)*AÂ·Â·~)4%Â·Â·~')*)A')*'j:Â·*~:Eb~r~:*)>*%~*~~~~~~~~~~~rx.r%)*r)*)*)*)*,1)~It 1 ---- 39-41" 18" -21 - 36" MIN -~12" MIN | 42" 40' GARAGE AREA - 1 â‚¬ D i FF =101.75 l L AREA = 1360 SQ FT 6030 BATH 39-41" 0 0 33-36" 33-36" ! 17-19" SEAT ~ < / 17-19" SEAT 3 ./ I f-EEXISTING CONCRETE 0. 1 OFFICE f-~-21 INSULATION f.Â· HEIGHT HEIGHT 3068 ~/ SLAB FLOOR 3068 -dlMÂ¢%*1~0. 4<24.42-6*:LEâ‚¬,#31-,117<,~'~lat-.#m-,N~~92~ -6Â·"-~4406+VADV-rM 11.- ~k- ACCESSIBLE BATHROOM DETAILS SCALE 1/2"=1' 1 SECTION B-B' SCALE 1/4"=1' FLOORPLAN FRAMING NOTES SCALE 1/4"=1' IGARAGE STEEL / FRAME BY OTHER 1. CONSTRUCTION TO COMPLY WITH 2015 IBC (TYP) r-EXISTING STUD 2. ALL FRAMING LUMBER TO BE #2 HEM FIR OR BETTER " SHEATHING 3. ALL EXTERIOR HEADERS TO BE (2) 2x10 GLUED AND NAILED w/ 16d NAILS @ 3" O,C. PERIMETER AND PACKED FULL WIDTH OF WALL UNLESS SPECIFIED A 4 X X 3 L 4 ----'r~ F~--~ 1 4 OTHERWISE 1 -T -FFICE ROOF 4. ALL LVL HEADERS TO BE SIZED AS SHOWN AND GLUED AND NAILED @ 3" r Â® r '11 BEHIND ' O.C. PACKED FULL WIDTH OF WALL (TYP) 1-3/4" X 11-1/4"2.OE LVL 13068 POOR I GARAGE DOOR ~ || || || / 6' 1 5. ALL WINDOW/DOOR OPENINGS TO HAVE (1) KING STUD FOR EVERY TWO CONTINUE TO OUTER WALL a . FLOOR JOISTS/ROOF RAFTERS WITHIN THE SPAN OF THE HEADER AND (2) 2) 1-3/4" X 11-7/8" 2.oE LVL HEADER-/ ATTIC ACCESS 3'-6" JACKS STUDS . - 2 4'X7' CONCRETE LANDING b 4, ~ OUTSIDE EGRESS DOOR ) 6. R-21 BIB INSULATION INSTALLED AT ALL EXTERIOR WALLS (TYP) ( TO MATCH GRADE W/ MAX. 2 ~BLOCKING 7. FLOOR SHEATHING TO BE ~" T&G OSB INSTALLED PERPENDICULAR TO , â‚¬ X W X XXTX XX ~ M X < X X X Y " XXx , 1 X> LADD 2Xe STUD TO SILL PLATE 4% SLOPE FROM , fl ACCESSIBLE PARKING j - . -ATT 3 STCRAGE 111 1111111 FLOOR JOISTS AND GLUED/NAILED w/ 8d RING SHANK NAILS @ 6" O.C. ' EDGES AND 8" O.C. FIELD AREA r-GARAGE STEEL 1 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 1 - ~RAGE STEEL ~V =RAME BY CTHER 8. DO NOT SCALE DRAWINGS-CONTACT DESIGNER FOR MISSING/INCONSISTENT DIMENSIONS - FRAME BY CTHER Â«l OFFICE E EHtNC Â¤ 4// //1/ h 3068 GARAGE FF = 101.75 X :' 2X8 PRESSURE TREATED TO SETH OFFICE FF = 100.67 BEHIND < . . -% r-EXISTING SILL PLATE DIRECTLY ON EXISTING \ ~-EXISTING 2X6 11 11 11 11 ~~ CONCRETE FLOOR @'16' O.C. ~~ \ ~~ ~~ ~~ ~~ ~~ ~~ ~~ ~~ ~~ ~~ ~~ ~~ ~ ATTIC STORAGE AREA IS CONSIDERED UNOCCUPIED SPACE - FRAME WALL AND IS TO BE ACCESSED BY LADDER INFILL EXISTING 19 ATTIC ACCESS DETAIL GARAGE DOOR WITH 2X6 @16" OC Ilillillimill~1ilillillillimillillilillili~frill SECTION C-C' LOFT FRAMING DETAIL SCALE 1 /4"=1' SCALE 1"=1' 2 STEPh...~~ 1 11 11 11 11 11 11 11 11 It 11 11 11 11 11 11 11 11 11 KT 1 11 11 11 DATE: REVISION: BY: PROJECT TITLE: .0,14*, 1692 BIG THOMPSON B 1Â·~Â·Â· 'LL, 1 1.Li 8/30/18 REVISIONS PER BLD DEPT PLAN REVIEW 2 MSI SUITE 200 1 13â‚¬113 Knowwhafs below. KEARNEY SHOP ADDITION ESTES PARK. CO 8051; EW .41 Â® Call before you dig. - PH: (970) 586-2458 1 11 11 11 11 11 H 11 11 11 11 11 11 11 HUI 11 1 11 11 11 FAX: (970) 586-2459 1 3068 1 SHEET TITLE FLOORPLAN AND FRAMING ~39 -STEEL FRAME BUILDING BY OTHERS - . CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU â€¢ -- CORNERSTONE FLOOR FRAMING DIG, GRADE, OR EXCAVATE FOR THE MARKING OF DESIGNED BY KME APPROVED BY MST JOB NO. SHEET SHEET CLIENT: KEARNEY AND SONS ENGINEERING & SURVEYING, INC. UNDERGROUND MEMBER UTILITIES. DRAWN BY KML_ DATE APRIL 2018 35 SCALE 1/4"=1' 338,008 ENTERPRISES LLC 2018 CORNERSTONE ENGINEERING & SURVEYING, INC. CHECKED BY MST SCALE AS SHOWN COPYRIGHT - ALL RIGHTS RESERVED 331=1=10 aNV Va GARAGE DOOR , FOUNDATION DESIGN 1/2" EXPANSION n r\-1 - /- STEEL BUILDING BY -FOOTINGS- 5" CONCRETE SLAB w/ 6~<6 THICKEN SLAB TO DESIGN OF FOOTINGS IS BASED ON A MAXIMUM ALLOWABLE BEARING PRESSURE OF 10,000 PSF ON THE OTHERS Wl.4xWl.4 WELDED WIRE FABRIC 5" CONCRETE SLAB 8" AT DOOR OPENING CRYSTALLINE GRANITE BEDROCK, BELOW FROST DEPTH BASED ON DEAD LOAD PLUS HALF LIVE LOAD. OR FIBER MESH REINFORCEMENT W/ 4"x4" W2.9xW2.9 33' (TYp) WELDED FABRIC (TYP) ~ ALL FOOTINGS TO BE SET ON UNDISTURBED SOIL OR BED ROCK. / /3" EXPANSION JOINT * FF 101.75' -ANCHOR BOLTS- ANCHOR BOLT DIAMETER AND LOCATION TO BE PER PREMO STEEL BUILDING PLANS FOR 130 BROOK DRIVE. .. "41Â·CUE' JOB #10326 .. TOW 101.08' ~ r \>21â‚¬/>0/%4* . Â· Â»v. - ALL BACKFILL TO BE /4**1*59- 30" MIN. DESIGN IS BASED ON "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"(ACI 318-14) REINFORCED CONCRETE: STRUCTURAL BACKFIL.~L ~ ~~ ~ ,~~~~~~~~ -34 OR CONCRETE WORK SHALL CONFORM TO "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE" (ACI 301). COMPACTED TO 95% COMPACTED TO 95% ~ ~~Â· ~~~ STANDARD PROCTOR - /*4 gli #4 REBAR @ BEDROCK STRUCTURAL CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES: '~ 1 N7 PROCTOR (2') 2" POLYSTYRENE / 3. -\18" O.C. 30" MIN OR INSULATION #4 REBAR @ /i -4 EXISTING FOUNDATION-~ ~ PO~, - P. BEDROCK 48" O.C. 1 0 #4 HORIZONTAL Intended Use 28day Ratio Aggregate inches Percent Type Comments 2 fc, psi W/C Maximum Slump Entrained Air Cement Admixturesh REBAR @ 18" O.C. 8" ~1'~.k 1 4 Â¥ Footings 3,000 .5 3M" Stone 6 2-4% VII #4 REBAR @ ~ - 8" ~ , (3) #4 REBAR 9 1- 16" -] Walls 4,500 .45 3/4" Stone 4 6% 1/11 SHOP FF=100.67 48" O.C. WALL 1 4' CONT. l Ext slab on grade 4,500 .45 3/4" Stone 4 6% 1/11 16' ~0~~J'91&Â·' 811 1 Int slab on grade 3,500 .5 3/4" Stone 4 24% 1/11 Fibermesh ( - EPOXY DOWEL PROPOSE[>-~ (3) #4 REBAR SECTION B-B' DETAILING, FABMiCATI LACE T O CIN EL LL B A E HE FOUNDATION TO EXISTING ~ CONT. 1 ' 1 #j-FOOTER TO UNDISTURBED MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315-80). FOUNDATION SLAB Â» 16" + SOIL OR BEDROCK WALL DETAIL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. REINFORCING BARS SHALL CONFORM TO ASTM rih A615, AND SHALL BE GRADE 60, EXCEPT TIES OR BARS SHOWN TO BE FIELD-BENT, WHICH SHALL BE GRADE tr \\\ SECTION A-A' NOT TO SCALE 40. AT SPLICES, LAP BARS 50 DIAMETERS UNLESS NOTED OTHERWISE. AT CORNERS AND INTERSECTIONS, if' 7 WALL DETA/L CA WALLS AND SLABS, PROVIDE 2-#5, EXTENDING 2'-0" BEYOND EDGE OF OPENING. IN CONTINUOUS MEMBERS, MAKE HORIZONTAL BARS CONTINUOUS OR PROVIDE MATCHING CORNER BARS. AROUND OPENINGS IN 16' 16' ~~ I~~ ~ r 11 SHEAR KEYS AT ALL CONSTRUCTION JOINTS AND ELSEWHERE AS SHOWN ON THE DRAWINGS. SPLICE TOP BARS AT MID-SPAN AND SPLICE BOTTOM BARS OVER SUPPORTS. PROVIDE INTERMITTENT \ NOT TO SCALE 1 2117 1-~-1 1,-2" 1'-2"1 U . 1 CONCRETE SHALL BE AS FOLLOWS: EXCEPT AS NOTED ON THE DRAWINGS, CONCRETE PROTECTION FOR REINFORCEMENT IN CAST-IN-PLACE - 1 -8" pl- 1-E -1-=_-1 -1- 1'-BT_Â© - 1/2" EXPANSION A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" 5,3 <G - - INSULATION n B. EXPOSED TO EARTH OR WEATHER: rj #5 BAR, W31 OR D31 WIRE, AND SMALLER 1-1/2" ~H ~ ~H 5" CONCRETE SLAB w/ 6x6 \ SLABS, WALLS, JOISTS:#11 BAR AND SMALLER /- STEEL BUILDING BY C. NOT EXPOSED TO WEATHER OR IN CONTACTWITH GROUND: N Wl.4xwl,4 WELDED WIRE FABRIC \ OTHERS 3/4" BEAMS, COLUMNS: OR FIBER MESH REINFORCEMENT \ PRIMARY REINFORCEMENT 1-1/2" (TYP) n ~ _i __ câ€¢ STIRRUPS, TIES, SPIRALS 1-1/2" ~ -ANCHOR BOLT LOCATIONS PER 8. 1 1 -IX,p_.4 r 6" MIN. BY FIBERMESH CO. PER ASTM C-1116 TYPE 111 4,1.3 AND ASTM C-1116 PERFORMANCE LEVEL ONE, 1.5 LBS \\ 1 =,L.1. - FIBERMESH ADMIXTURE SHALL BE 100% VIRGIN POLYPROPYLENE, FIBRILLATED FIBERS AS MANUFACTURED THE PREMOSTEEL BUILDING PER CUBIC YARD OF CONCRETE. DRAWINGS, ANCHOR BOLT LENGTH * FF/TOWEL== 1101.75.~4 6 -11 -1\ 1 ~ PER TABLE ~ ~ STRUCTURAL BACKFILL ANCHOR BOLTS FOR BEAM AND COLUMN BEARING PLATES SHALL BE PLACED WITH SETTING TEMPLATES. COMPACTED TO 95% PROCTOR :f . ll] ll]1 1 1 4%44*A&- 20 1 I 4~011 4 I #05#BAVAP A REPRESENTATIMEnETHE ENGTNEERS#LD OBSERVE-THE FOUNDATI6iTERCAVATION PRIOR-TO- 8" - - #4 REBAR HOOPS AT . d~guizaOiRgje 1/2" EXPANSION C N 12" O.C. VERTICAL 10' 4 INSULATION -n 1 FOUNDATION DESIGN IS BASED ON SOIL REPORT PREPARED BY CORNERSTONE ENGINEERING & SURVEYING, 1 \ INC. DATED JULY 30,2018, JOBNUMBER 338-008. (4) #5 REBAR VERTICAL - 9 Â· ./1 ' 2-2" 30" MIN OR WITH 6" FOOT 4 ' ' 5" CONCRETE SLAB w/ 6x6 fi BEDROCK (2'MIN.) 2" POLYSTYRENE ------~~~~ - 1 ' Â·' 44--~ #4 HORIZONTAL OR FIBER MESH REINFORCEMENT Wl.4xW1.4 WELDED WIRE FABRIC INSULATION #4 REBAR @ _~~'.-3.-76 El 98.25 ~ d . r R BAR @ 18" O.C. (TYP) 7 48" O.C. WALL < 4' - STEEL BUILDING BY 8,1 OTHERS 11-5311 -7 j EACHWAY CONT.flihi FOOTER TO UNDISTURBED ty'-Aff- (2) #4 REBAR- '. 6" MI N. T eli 1-_ -1 2'2' - (3) REBAR ~ FF/TOW EL = 101,75 \ STRUCTURAL BACKFILL~;'~*' . i ii .-wy,~~- i SOIL OR BEDROCK COMPACTED TO 95% PROCTOR Â¢46.14 * Pixjbm/,E.* 1 , - - 34" 1-1 , C,1 SECTION C-C' #4 REBAR HOOPS AT -~_.1.1--i,44*fÂ«?*9' 40' .A. 1 U\ W / ~L-1 1 N, GARAGE FF=101.75 1'-8" ANCHOR BOLT EMBEDMENT LENGTH GARAGE DOOR-1 40' 24- 1 WALL DETAIL (21 12" O.C. VERTICAL 7- e- DIAMETER LENGTH . DROP WALL 5" ~ REBAR VERTICAL 30" MIN OR 5/8" 7" 3/4" 10" 4' I 1'-8" - NOT TO SCALE WITH 6" FOOT BEDROCK 3 .C 7/8' 10" 1 INSULATION ~ 98.25 ~ (2' MINI) 2" POLYSTYRENE - .. SEE PREMOSTEEL BUILDING PLANS FOR ANCHOR BOLT LOCATION AND SIZE ~ 2)<6 WALL (TYP) (3) #4 REBAR-.4-7 . CONT. ~ 2- 22" -4 ~ FOOTER TO UNDISTURBED 1 SOIL OR BEDROCK CONCRETE SLAB --*r SECTION D-D' 2X4 WALL - EXISTING 12' 20' ' - CONCRETE ~ - STEM WALL WALL DETAIL ~7"--'E-87 ~ NOT TO SCALE 2X8 PT FLOOR ~ JOIST ON EXISTING . CONCRETE SLAB n '-8" 3' WIDEN STEM WALL TO 10" FOR 8" 2x6 WALL (TYP) EITHER SIDE OF GARAGE 00OR ~ FF = 100.67 / FRAME BY OTHERS . 1 STEEL BUILDING ~ W/ (2) #4 HOOPS (4XD AROUND ANCHOR BOLTS 9 452Â» 1 , #4 HORIZONTAL 1/2" EXPANSION 94 / REBAR TOP & BOTTOM JOINT (TYP) 3 < CONCRETE ,- JOISTS Wl.4xWl.4 WELDED WIRE FABRIC EXISTING 4" 30" MIN 2x8 FLOOR 5" CONCRETE SLAB w/ 6x6 \ / 2x6 WALL (TYP) 4 . FROST 4' ~~~-~ 1'_ _ FLOOR SLAB j ....,. Â· Â· ' ... . 24" DEPTH #4 REBAR @ 4 I 811 -1.11 211 Ifilt 8,1 - 24"0 St--1= 1 OR FIBER MESH REINFORCEMENT in~ 7 311 111 n 1 4 1'-11" < (TYP) 11 #4 HORIZONTAL FF =100.67 ~ REBAR TOP & BOTTOM 10 11'-8" 1< Â· J 1'-2" -~ â€¢ SLAB EXISTING SLAB INTO EXISTING SLAB\~ 4 2x8 FLOOR - 10"1J 10'-2" 1, 1- BEARS ON . 3- . 0 1 . . . . -k.FK~--_ EXISTING 4" ~ FF/TOW EL = 101.75 ; 4 + _ -*_a- - + )< JOISTS - EPOXY DOWEL REBAR 12" I BEDROCK , 7 . 4 ,61 1 ~ CONCRETE * 8, 10 FLOOR SLAB TOW= 101.08 -%7N&.2 ' \-GARAGE DOOR DISTRIBUTED IN TOP 5" -Wl-' FF = 100.67 ~ TOF = 98.08 < I . 2.. .1 â€¢Â· 1 5 (2) #4 REBAR HOOPS- 9 16 1 ' DROP WALL 5" THE COLUMN 1'-2" -~-1 4 ' SECTION E-E' EXISTING FOUNDATION Fit . t V ... :4'Â· â€¢18 * - EXISTING 4" v- 'J "'.r'~ :~ ~-1 -CONCRETE FOUNDATION PLAN ~--- EXISTING 24" SLAB - ~ (4) #5 REBAR VERTICAL - . SCALE WITH 6" FOOT 1 . ..F 1 BASE PLATE C PER SCALE 1/4"=1' PREMO STEEL j 0 4 ~ .\4 . .4 41 ... j j FLOOR SLAB STEEL BUILDING BY DESIGN CRITERIA -~ BUILDINGS SEC77ON G-G" INTO EXISTING SLAB . . . :.4 . EPOXY DOWEL REBAR 12" - ; OTHERS (2) #4 HOOPS 5" POUR OVER ALL CONSTRUCTION METHODS PER 2015 IBC 1 ~--- EXISTING 24" SLAB- ~ 4"X7" @ GARAGE DOORS ELEVATION = 7650 NOT TO SCALE RISK CATEGORY = 11 FOUNDA T/ON Call LIVE FLOOR LOAD OFFICE = 100 PSF #4 HORZ @- -1 IT 1 LIVE FLOOR LOAD GARAGE = 250 PSF NOTES: 18" O.C. LOFT LIGHT STORAGE LOAD = 125 PSF SECTION H-H' ~*~ Knowwhais below. 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2015 EDITION OF THE INTERNATIONAL #4 REBAR @ - 30" MIN OR SNOW Â® Call before you dig. FOUNDATION H BUILDING CODE (IBC). THE ABOVE SHALL GOVERN EXCEPT WHERE THE CONSTRUCTION 48" O.C. WALL - I BEDROCK GROUND SNOW LOAD =67 PSF CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU 0 DOCUMENTS ARE MORE RESTRICTIVE : SNOW LOAD IMPORTANCE FACTOR = 1.0 NOT TO SCALE --21- 2. ALL STRUCTURAL BACK FILL MUST BE COMPACTED TO 95% STANDARD PROCTOR. THERMAL FACTOR = 1.0 '4;31ny5,4 (3) #4 REBAIL~----' 8" SNOW EXPOSURE = 1.0 3. CONTROL JOINTS ARE RECOMMENDED @ 10' O.C. IN EACH DIRECTION AND HAVE A MINIMUM DEPTH CONT, 47 * ee . 44 * 79"01 DIG, GRADE, OR EXCAVATE FOR THE MARKING OF OF 1". INTERIOR CONTROL JOINTS MUST BE TOOLED IN (NOT CUT) TO AVOID CUTTING RADIANT , * :' .4 ROOF SNOW LOAD = UNDERGROUND MEMBER UTILITIES. hs:.9 /1.1 -PJ#k& HEATTUBING. WIND 8 -01 /31.56 4. ALL FOUNDATIONS REQUIRE SUBSOIL DRAINAGE SYSTEMS, PER IRC, 1807.4.2: AND ARE SECTION F-F' ULTIMATE WIND LOAD = 175 MPH DATE REVISION: BY: CONSIDERED PART OF THE FOUNDATION SYSTEM DESIGN. SUBSOIL DFU\IN WATER SHALL NOT j '4Â©Jlt:~1,~AX.i?{bs' (3 SECOND GUST, EXPOSURE C) 8/30/18 REVISIONS PER BLD DEP I PLAN REVIEW 2 Mbl .6.,#AR> 1692 BIG THOMPSON AVE 4 16.. f/4.Â·44 1 PROJECT TITLE: DISCHARGE INTO THE PUBLIC SEWER SYSTEM. SEE FOUNDATION DRAIN DETAIL. WALL DETAIL PH: (970) 586-2458 3%1 IMPORTANCE WIND = 1.0 < ESTES PARK, CO 80517 KEARNEY SHOP ADDITION SUITE 200 ALTITUDE CORRECTION = 0.80 5. ALL FOOTINGS AND EXTERIOR DECK PiERS TO BEAR ON UNDISTURBED SOIL. NOT TO SCALE SEISMIC / %/,71 11 M UN,WN: SHEETTITLE FAX: (970) 586-2459 MINIMUM SEISMIC DESIGN CATEGORY =B K FOUNDATION PLAN SEISMIC IMPORTANCE FACTOR = 1.0 CORNERSTONE SEISMIC COEFF (Fa*Ss) = 0.34 3 DRAWN BY KME DATE APRIL 2018 45 DESIGNED BY KME APPROVED BY MST JOB NO. SHEET SHEET CLIENT KEARNEYAND SONS ENGINEERING & SURVEYING. INC. 338.008 ENTERPRISES LLC COPYRIGHT - ALL RIGHTS RESERVED A 2018 CORNERSTONE ENGINEERING & SURVEYING, INC. ,/ ~ ~ CHECKED BY MST SCALE AS SHOWN !1 PLUMBING FIXTURE SCHEDULE ID DESCRIPTION MANUFACTURER MODEL COLOR FINISH FITTINGS MANUFACTURER MODEL COLOR FINISH WC-1 WATER CLOSET (ACCESSIBLE) KOHLER K-3658 WHITE SEAT KOHLER K-4731-C WHITE ~~--REFER TO CIVIL SITE PLAN / / FOR CONTINUATION L-1 LAVATORY (WALL HUNG) KOHLER K-2005 WHITE FAUCET DELTA 35996LF CHROME . li â€¢ . â€¢ 00 r.1 L-2 SERVICE SINK --- --- --- --- --- --- Â·Â· ~4" GCO (2-WAY) EWH ELECTRIC WATER HEATER EEMAX --- N/A i" 1< COPPER CW--- C~-3" SS g-1-1/2" V RISE t . ~-1-1/2" SS /1 ., 1 1 1 / 1 / \ ~ PLUMBING KEY NOTES: Â®/L-1 L-2 \Â® 1. 3/4" CW RISE TO BACKFLOW PREVENTER, PRV, METER 1/2" Cnh-- --i 2. 1/2" CW TO WC-1 3. 1/2" CW TO EWH ~ 13" SS 4. 3" x 1 -4,2"Y / P.l ) wc-1 5. 1/2" OV / 1/2" HW TO L-1,1-1/2" SS DOWN 6. 1/2" CW / 1/2" HW TO L-2,1-1/2" SS DOWN 7. 3" W DOWN, 1-1/2" V RISE 1-1/2" V RISE-s 0 4- ===== 1 3068 T ~ E-1-1/2" v MECHANICAL HVAC SYSTEM _ 1) GARAGE AREA, 1 EACH -UNIT HEATER, GAS, CAPACITY = 100,000 KBTU/H PROPOSED 90% EFFICIENCY Ec, REQUIRED EFFICIENCY = 80% Ec 1 FANS: 1 SUPPLY, SINGLE ZONE VAV, 15000 CFM, 0.5 MOTOR NAMEPLATE HP | | 1) OFFICE AREA, 1 EACH - DUCT FURNACE, GAS, 1-1/2" Vl I CAPACITY = 30,000 KBTU/H wc-1 A PROPOSED 92% EFFICIENCY EC, REQUIRED EFFICIENCY = 80% EC //1 f.'J k FANS: 1 SUPPLY, SINGLE ZONE VAV, 15000 CFM, 0.5 MOTOR 1 T/ 4-1/2" CW / NAMEPLATE HP rArr ON g // /1/112-1 \ ,-BACKFLOW 1/2" H\An / , , ~ / PREVENTER, _ 3" SS-1 1~ PRV, METER L-1 < 1/2" CW EWH ~ 14 41 k" CW- L-2 40' GARAGE AREA EWH 1/1 i FF = 101.75 AREA = 1360 SQ FT //1 ~-1-1/2" SS ~ 34' - / / PLUMBING ISOMETRIC NOT TO SCALE Â® 13068 DOOR 1 - | GARAGE DOOR ~ .. . PLUMBING PLAN SCALE 1/4"=1' ' DESIGN CRITERIA DATE: REVISION: BY: PROJECT TITLE. 64.*4/, 1692 BIG THOMPSON AVE- ALL CONSTRUCTION METHODS PER 2015 IBC SUITE 200 f~if~~Â® Call before you dig. _ FAX: (970) 586-2459 LIVE FLOOR LOAD = 40 PSF Know whafs below. KEARNEY SHOP ADDITION 4/Ch PH: (970) 586-2458 ESTES PARK, CO 80517 LOFT LIGHT STOFU\GE LOAD = 125 PSF GROUND SNOW LOAD = 67 PSF 4.94 mEET TITLE: ULTIMATE WIND LOAD=175 MPH , PLUMBING PLAN 9// (3 SECOND GUST, EXPOSURE C) CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU â€¢ . MINIMUM SEISMIC DESIGN CATEGORY = B DIG, GRADE, OR EXCAVATE FOR THE MARKING OF DESIGNED BY KME APPROVED BY MST JOB NO. SHEET SHEET CLIENT: KEARNEY AND SONS ENGINEERING & SURVEYING, INC. CORNERSTONE UNDERGROUND MEMBER UTILITES. DRAWN BY KME DATEE APRIL 2018 55 ENTERPRISES LLC COPYRIGHT - ALL RIGHTS RESERVED 338.008 2018 CORNERSTONE ENGINEERING & SURVEYING, INC. CHECKED BY _MEL SCALE AS SHOWN :ES-Jobs\338_Kearney\338_008 Kearney Shop Addition\Kearney Shop FND_Mt.dwg, 8/8/2018 5:43:44 PM, HP88FF60 (HP DesignJet T830 24-in MFP) 11 1 GARAGE DOOR | 11 [-REViSION-] CODE ANALYSIS: ~ AUG 0 9 2018 ~ SITEPLAN 1300 ACACIA DRIVE 1) ALL WORK TO BE THE FOLLOWING APPLICABLE CODESÂ· 20"1" -20's>\ S- -ILE, C 2015 IPC LOT 2, KEARNEY MINOR SUBDIVISION, 2015 IMC 2015 IECC TOWN OF ESTES PARK, COUNTY OF 2015 NEC 2015 IFGC LARIMER, STATE OF COLORADO TOWN OF ESTES PARK AMENDMENTS 2) OCCUPANCY CLASSIFICATION: OFFICE AREA - B, BUSINESS GARAGE AREA - Sl, MODERATE HAZARD STORAGE (VEHICLE STORAGE W/ LIGHT MAINTENANCE) 3) BUILDINGAREA: OCCUPANT LOAD OFFICE TABLE 1004.1.2 MAIN FLOOR (EXISTING) 528 SF 100SF/OCC = 5.28 ATTIC AREA (UNOCCUPIED) 528 SF GARAGE AREA 1.360 SF 300SF/OCC = 4.53 TOTAL 2,416 SF 10 OCCUPANTS 4) DOORS TO HAVE U-VALUE OF U = 0.08, WINDOWS TO HAVE U-VALUE OF U = 0.28 5) 410.2 IPC, DRINKING FOUNTAINS SHALL NOT BE REQUIRED FOR OCCUPANT LOADS OF 15 OR LESS. 6) BATHROOM FOR PRIVATE USE, NOT OPEN TO PUBLtC 7) 1210.2.2 IBC, EXEMPION 2, NON-ABSORBANT SMOTH WALL 0 1 - ~ 1 COVERING ARE NOT REQUIRED FOR TOILET ROOMS THATARE / 22 1- M ---- NOT ACCESSIBLE TO PUBLIC AND THAT HAVE NOT MORE THAT -- ~ ~ < ONE WATER CLOSET. f f-Â«3~~ < -- -- f ----i 4 FGAGI,O*15- I n . ce-C-Â·Ditâ€¢115 1 1 3 \ 1 \W ) X \ b - 11 1-11 R 120.0 -%- 1 / 2 /. // - 7, ILL /// 61 41 0,4, .... ---1# ~S @b.- 0 n/ 9 ji c \ .CP 1 [\t // St 0 11 EXIS-AING 3M ATER SERVICE \\/ \\ h - 1 , Fa.pr-,-- f/ill \ 1 0 EXISTING ENS-- \ \9 - w - 4 - ~ / DRIVEWAY LOCATIO32% 33,3' - i~-1 -4 -14 f / I \ \ T--0 A EXISTING r i lili SHED 2 /0154(30+ pf 0 OHp - 20 0 20 40 60 id# \ 1 /1.11 1 0 35.0 1 ~/ 000 - 0 - / \I\ i 00 n , U 16 1 1 g Â· SCALE 1" = 20' fi 1 \/ / 73 \\ 21 - .~=:Sfd>, Cal i \ \.1 6 2 10.01 / 11 J . \ STEEL b BwiLDING PROPOSED \ BUILDING ~ lill--%- BUILDING \-rrnACKI / 2 I / 8 ~3ETBACK 0 0 / " 67 7* i 0 01 li ill \ / F \ 1 58. r \/ 1/ 1 . 4/1/ 0 2/14 14Â· P < LEGEND: 111/1 # ~~~ ~ ~ ~ ~ ADJACENT PROPERTY LINE 0 SUBJECT PROPERTY LINE 1/ : ir 1.1 i f 1 1 4 //// //// l O/ f// / ..................... TOWN OF ESTES PARK OTY LIMITS 1 / 11~.Ill 3 1 1 \ 4 - - - - -EASEMENT \B" PP J \ 1 1 1 1 1 1 1 1 ' ROCK OUTCROPPING EX\STINGPARKING&STAG\NGAREA 32' Pâ‚¬ 7010 EXISTING INDEX CONTOUR W/ ELEV. 0 1 ~ / ~ - - - - - - - - - - - - -EXISTING INTERMEDIATE CONTOUR 1. 0/1 1 1 \\ L .*- - W EXISTING WATERLINE --- -1 - - - S -EXISTING SEWER LINE 1 - f\ 1 PROPOSED 8\AD\NG - - - OHP - EXISTING OVERHEAD POWER \ \1 1 / lilli / / ~ N EXIST~G EVERGREEN TREE 1 1\ 11 11 1 tt 3~#11 ,/111~1 / /1 , 1 1) 1300 ACACIA DRIVE / EXISTING 3 3 lili LOT 2. KEARNEY MINOR SUBDIVISION RETAINING WALL // fill f 1 1110 O 1 // 2 /21 f Uff. / 0 14" PP /7/ /4 41. 1 / 4 P -6414 * 0 40 4/1/1 J \ 1 16" PP #Cl 1 1 i Â»40 -7.-- f-/1/ -] 1 0 -1 \ 70* \ \~Un 1(9â€ž Pph 21/ /7,15 )1 f//(/r//f,/2.2 40.) I / 3 SITE PLAN Ll SCALE 1"=20' /1 - -~2 \ /6 : % 9 f 12 f.. . S ~gÂ·.4 00' E 151 D, L ),1......................â€¢â€¢â€¢Â·Â·..~ 10 - ' GENERAL NOTES: VICINITY MAP 4 CONTOURS ARE 2' INTERVAL SCALE 1"=50' 2) ZONING I-1 - RESTRICTED INDUSTRIAL 3) SETBACKS FRONT (ALL OTHER STREETS) = 15 FEET, SIDE AND REAR = 10 FEET 400#Bm#0*~,4 00 RFr * /22:'Â·22,11, DESIGN CRITERIA :.3 1 VVI L V. 1 ALL CONSTRUCTION METHODS PER 2015 IBC ~0! 31759 j.-5 i LIVE FLOOR LOAD = 40 PSF 3 8.63%/61%113,43 6 LOFT LIGHT STORAGE LOAD = 125 PSF '9 06:Â·â€¢....Â·fÂ· 4.9 2 N GROUND SNOW LOAD = 67 PSF *4404 AL 'â€¢ I * ULTIMATE WIND LOAD = 175 MPH mimul.i â€¢" 1,42111/0 (3 SECOND GUST, EXPOSURE C) MINIMUM SEISMIC DESIGN CATEGORY = B DATEÂ· REVISION: BY PROJECT TITLE: 6$.MI", 1692 BIG THOMPSON AVE KEARNEY SHOP ADDITION SUITE 200 ESTES PARK, CO 80517 Â® Call before you dig. SHEET TITLE SITEPLAN 1~@| ' b~ FAX (970) 586-2459 PH: (970) 586-2458 1300 ACACIA DRIVE CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU â€¢ . - CORNERSTONE DIG, GRADE, OR EXCAVATE FOR THE MARKING OF DESIGNED BY KME APPROVED BY MST JOB NO SHEET SHEET CLIENT: KEARNEY AND SONS ENGINEERING & SURVEYING. INC. UNDERGROUND MEMBER UTILITIES. DRAWN BY KME DATE APRIL 2018 CHECKED BY MST SCALE AS SHOWN 338 008 -1 5 ENTERPRISES LLC COPYRIGHT - ALL RIGHTS RESERVED 2018 CORNERSTONE ENGINEERING & SURVEYING, INC. \CES-Jobs\338_Kearney\338_008 Kearney Shop Addition\Kearney Shop FND_Mt.dwg, 8/8/2018 4:41:21 PM, HP88FF60 (HP DesignJet T830 24-in MFP) I 1 STEELBUILDING BYOTHERS 12 STEEL BUILDING BY OTHERS 3F- EXISTING ROOF 12 37 UILDING CONNECTION TO BE FIELD FIT fi 18'-3" 17'-10" 14' 12' GARAGE DOOR 11'-11" 10' GARAGE DOOR 4-3 1 3020 1 6030 1 11 6030 11 1 NDING / ROPOS D GRADE TO BE FIELD FIT TO 2 STEPS F OM GARAGE AY DOORS AND GRADED AWAY 4'XT CONCRETE LANDING GARAGE T OFFICE FROM TH DOORS OUTSIDE EGRESS DOOR 4 AREA 4' 4 4 4 EXISTING SHED TO BE 1- 218,1 FF = 101.75 EXISTING SHED TO BE CONVERTED TO OFFICE d T CONVERTED TO OFFICE 4 ..24. 4 OUTSIDE EGRESS DOOR 3068 - - - - 6 4 4'XT CONCRETE LANDIN 4 4 : 4 FF-129.67-======---_-_13_1 4 4 4 4 4 aa .. 4 - 4 4 ADJOINING GRADE T ADJOINING GRADE T 'X7' CONCRETE LANDING MATCH LANDING MATCH LANDING OUTSIDE EGRESS DOOR WEST ELEVATION - NORTH ELEVATION SCALE 1/4"=1' - SCALE 1/4"=1' STEEL BUILDING BY OTHERS STEEL BUILDING BY OTHERS-~ 12 + BEHIND . XISTING OFFICE ROOF XISTING SHED TO BE CONVERTED TO OFFICE 18'-3" f 12' GARAGE DOOR AN DOOR ROPOSED GRADE TO BE IELD FIT TO GARAGE BAY DOORS AND GRADED AWAY T FROM THE DOORS 24 4 OUTSIDE EGRESS DOOR 4'X7' CONCRETE LANDIN 44 4 < 4 4-<1 4 4 1 8 4 4 4 4 4 1 - 4 - --z3-- - 4 6 46 4 4 <7 < 11,1 -fCAL,/Al 3Â£64.--Mia*Si:*<FI:,mas'#i SOUTH ELEVATION EAST ELEVATION SCALE 1/4"=1' - leÂ«- -C Â»>-- >Â«Livi)- - SCALE 1/4"=1' rue, 14tc:t~-ft 0-ah><eC - 3TANDING OCALA ROOF PANA /77 - gx-+ 22Irtr~%~/ PANEL CUP -7 ~ r-UN=ACFD FC: 1 INSULATION 662 1/1*DE.Â· GÂ¥-F C.O,4- 04Â£4*- THERMALSPACER - ~ j ~ (20 LAvER) I BLOCK li fia L 06 â€¢ JAA-0 05 .##ts~?Ppf,2., DESIGN CRITERIA ,1 1 1 1 1 1 40:91- 8,6/,4 ALL CONSTRUCTION METHODS PER 2015 IBC +. 4 2 :2 b 11'11411 - J Lat â‚¬ 2 : F w 'P 1 - 1 LIVE FLOOR LOAD = 40 PSF , le. 1*i': e 1%: 01759 4,3 LOFT LIGHT STORAGE LOAD = 125 PSF : NO. 8)81/0/7 ~. .-4 ' f 4- uâ€žFACED FG L NU LUNDING | ~~'p':I.I'-I'll, 9 I GROUND SNOW LOAD = 67 PSF INSULAHON (ISILAYER) 1-UNGI Tl[:INAL , 4 (3 SECOND GUST, EXPOSURE C) ULTIMATE WIND LOAD = 175 MPH -- MEMBIWIE & VAPOR INTERIOR & TRANSVERSE MINIMUM SEISMIC DESIGN CATEGORY = B Â·,/militit;1\UY,'â€¢Â·1' RETARCER (CONCIALS PUR,110 Gii-5=R-19+R-11 L8 PROJECT TITLE: 1692 BIG THOMPSON AVE DATE: REVISION: BY: 5..... PRE-ENGINEERED MEATL BUILDING 1< 1. 13 Know whafs below. KEARNEY SHOP ADDITION ESTES PARK, CO 80517 SUITE 200 EW '1Â® Call before you dig. â‚¬> PH: (970) 586-2458 _ROQU~WALLINSULATION=DETAIL SHEET TITLE: FAX: (970) 586-2459 ELEVATIONS CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF DESIGNED BY KME APPROVED BY MST JOB NO, SHEET HEET CLIENT KEARNEY AND SONS ENGINEERING & SURVEYING. INC. CORNERSTONE UNDERGROUND MEMBER UTILITIES. DRAWN BY _.EME- DATEE --APRÂ£2018 25 COPYRIGHT - ALL RIGHTS RESERVED 338.008 ENTERPRISES LLC 2018 CORNERSTONE ENGINEERING & SURVEYING, INC. CHECKED BY MST SCALE AS SHOWN ZES_Jobs\338_Kearney\338_008 Kearney Shop Addition\Kearney Shop FND_Mt.dwg, 8/8/2018 5:47:16 PM, HP88FF60 (HP DesignJet T830 24-in MFP) Â· 7' Â»4'X7' CONCRETE LANDING , ~ . Â·Â· mÂ« OUTSIDE EGRESS DOOR , AT GRADE 4, 33' . (2) 1-3/4" X 11-7/8" 2. OE LVL HEADER~ Â·. ~ ~ 7 r-SERVICE SINK Â·~ R38 INSULATION-~ 33' EXISTING ROOF TO REMAIN-~ if~0~ - ~ 1 3068 1 6030 1 1 3020 - 5'-6" -p ~ 11' 12'-0~' .I /Â«Uk Ul 3068 11 ill 1 603D I 1 1 1 1 1 81 1 1.1 11 130201 11 -1-- 2 r-LOFT AREA ACCESS /' 8' '1 ' l U 9mff}il~ ' DRYWALL-'~ THROUGH NEW LSINK HEIGHT TO BE 34" 4 FRAME 2X4 WALL-7 < PRIVATE BATHRÂ®M MAX ii #liilil<<A** BA$H Ill<ii~< \*VIT B" FLOOR SHEATHING-\ STORAGE LOFT OVER EXISTING \ 2 NOT FOR PUBLIC USE 5.-9. ~ STEEL STRUC RE 8' CONCRETE HALF WALL & m,r.~ 81 - Gb--4 051 1/ 4/ 6' * 1 Eli \ 8' 5 2, OFFICE AREA '-LINOLEUM FLOORING J FF= 100.67 4Â§~ 1'-6" ~ - COVERING W/4" VINYL -111111111111111111111111 -1 -9**W#*****ABWW*NN#h*W#*WWW#%* 0 ANFILL EXISTING AREA = 528 SQ FT O' ROAR BASE BOARD IN BATHROOM 1 - f WITH 2Xe @16" OC GARAGE DOOR c \0 ~ & AT UTILITY SINK 1-3/4" X 11-1/4" 2.OE EXISTING 2XS FRAMED WALL t' DRYWALL C )Â£ LVL @ 16" O.C. CO 16' -E l 111 1 1 1111 41 1111 pi 1 11 i i W/4 OSB SHEATHING < w 9 ACCESSIBLE ROUTE- g W/HARDY PLANK LAP SIDING BATH OFFICE ~ ~~ VEHICLE STORAGE/ - 16' GARAGE AREA FIR OUT INSIDE OF CONCRET 9 1/2" DRYWALI LANDING W/ STEPSn ' /0 -11111111111111;)11%'lill WALL W/2X4 @ 16" 1 INSULATION \A,/ DOWN FROM GARAGE ~:_- 4K - -9 DOOR IN EXISTING ~ 1 r / 01\ DOOR ,-0\ R13 INSULATION &3" DRYWALL CONCRETE HALF WALL 2 STEPS- 1/ 2 STEPS--~- i" FLOOR SHEATHING-7 ~" CONCRETE SLAB ' ~ ' ' ' ' OVER PT 2X6 FLOOR \ 44" INFILL EXISTING GARAGE BAY DOORS i LI I I I I I I 1 Joi l l ili EXISTING CONCRETE-1 : ~1 JOIST W/ R21 Â»- 48" -4 1 44" STEM WALL \ '.M INSULATION ~ -- 2 FF = 101.7~ 306&3 .. 1 FF = 100.67 u 1 111 -445/.-EmÂ»Â«Â»9**waÂ»%?NÂ¥*Â»WN :#f 1 < i + I 1 + 1 L i | 1 ixrfi c 1 4 60 40 U 3068 I Â· I \\ ~~~~~,~-STEEL FRAME BUILDING BY OTHERS- 1 EXISTING 24"1 9 = SINGLE FACING EXIT LIGHT, 90 MIN BATTERY CONCRETE SLAB -- BACKUP AND GREEN LETTERING, LED, VOLTAGE L 120, INSTALL PER NFPA 101 Cs.ccassleÂ·,2 -200-1 SECTION A-A' CA,1,1CNE I â€¢14.1-DOE SDWiZ.A . SCALE 1/4"=1' A 26,-e \A., LJ- 2,2 12EqZX>' LOFT FRAMING AIR BARRIER PENETRATION TO BE SEALED IN AN EE.6-6 i Aeg~â€¢cae;L SCALE 1/4"=1' APPROVED MANNER ALL SOURCES OF AIR LEAKAGE IN THE BUILDING THERMAL ENVELOPE TO BE SEALED TO MINIMIZE r-R-38 INSULATION AIR LEAKAGE 00 -.-- -1 ~ 1#ww~w~fyÂ·Â·pe~piiÂ·Â·i*ki~'AAA@..~~*iw.#71%;(i%% YymMÂ·~t*#MÂ·Â·:Y Uwj.j...,r liwip.X'ix*~(~244,Â·~x*)'fW#y~~~jâ‚¬ ~ ~- GARAGE FOR VEHICLE STORAGE-~'~< nY ;Luillu 2Â·1Ull.IJ 1 AND LIGHT MAINTENANCE r m STEEL FRAME BUILDING BY OTHERS EXISTIFS ROOF -0 REM.~1- m 8 - --- -4 1 1 jr-R-38 INSULATION ~ ~ 54' MIN - ~ 42'MIN 39-41" 1 1 02}~ C 1 5/ 8 -f - ---- - - 1 40' ~| ~ ~-21 6" MAX - | GARAGE AREA 1 FF = 101.75 - 36" MIN -12" MN ~- 42" C U D AREA = 1360 SQ FT 6030 BATH 39-41" 33-36" 33-36" OFFICE . 34' ... HEIGHT rEXISTING CONCRETE ~ ~-ft-21 INSULATION ~. 1 ~ 17-19" SEAT / 17-19" SEAT 3068 ~ SLAB FLOOR 3068 ~ HEIGHT 2 1 . ~py,33f9~Â«~+Mofo971*+Â«31 1iM/V+**v.< f+*f"*99hÂ«4#949 , J ~ ACCESSIBLE BATHROOM DEDILS SECTION B-B' SCALE 1/2"=1' FLOORPLAN FRAMING NOTES SCALE 1 /4"=1' SCALE 1/4"=1' 1--GARAGE STEEL , / FRAME BY OTHER -1[ CONSTRUCTION TO COMPLY WITH 2015 IBC (TYP) - //1 -S ZX- 1 r-EXISTING STUD 2. ALL FRAMING LUMBER TO BE#2 HEM FIR OR BETTER FB" SHEATHING 3. ALL EXTERIOR HEADERS TO BE (2) 2x10 GLUED AND NAILED w/ 16d NAILS @ - Â£ r I. A--- A -* 2 4 x AT -A- Ii -- 3"O.C. PERIMETER AND PACKED FULL WIDTH OF WALL UNLESS SPECIFIED OTHERWISE GARAGE DOOR | ~ |~ |~ || /-~ ' - ~1-3/4'9( 11-1/4" 2-OE L.VL R\-6FFICE ROOF 4. ALL LVL HEADERS TO BE SIZED AS SHOWN AND GLUED AND NAILED @ 3" | BEHIND O.C. PACKED FULL WIDTH OF WALL (TYP) 13068 DOOR â‚¬ i Â· 5. ALL WINDOW/DOOR OPENINGS TO HAVE (1) KING STUD FOR EVERY TWO â€¢ 9 2)1-3/4"X 11-7/8"2.OELVLHEADER-/ ArrIC ACCESS 3-6" FLOOR JOISTS/ROOF RAFTERS WITHIN THE SPAN OF THE HEADER AND (2) . d CONTINUE TO OUTER WALL â€¢ 4 -4'XT CONCRETE LANDING :1~ ~ JACKS STUDS .*- OUTSIDE EGRESS DOOR BLOCKING 6. R-21 BIB INSULATION INSTALLED AT ALL EXTERIOR WALLS (TYP) - ' AT GRADE ,~ x x >" 3, A I >: --f~ >" >~ >~ :r "): )" ): )" 5"-~~~ >,- ): >,- I >~ >"9 . A . - " ~ADD 2,<6 STUD TO SILL PLATE 1, - --- 71 FLOOR SHEATHING TO BE 4 T&G OSB INSTALLED PERPENDICULAR TO -ATT D STORAGE 1 li il iii - FLOOR JOISTS AND GLUED/NAILED w/ 8d RING SHANK NAILS @ 6" O.C. AREA EDGES AND 8" O.C. FIELD 1 EGARAGE STEEL 1 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 1 ~ FRAME BY CTHER | MISSING/INCONSISTENT DIMENSIONS r-GARAGE STLEL /~ -RAME BY CTHER 8. DO NOT SCALE DRAWINGS--CONTACT DESIGNER FOR ri, OFFICE E EHINC 0 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 1111 11 11 11 11 11 11 1 //1/ 1 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 lili 11 11 11 11 11 11 1 GARAGE .75 3068 - DESIGN CRITERIA 1 de'!Nimf,0,/,0 2X8 PRESSURE TREATED TO SET OFFICE FF = 100.67 BEHIND 404td?.jiffit~>., / DIRECTLY ON EXISTING = -- rEXISTING SIU- PLATE -<40"*.;*L S..i u '. ALL CONSTRUCTION METHODS PER 2015 IBC CONCRETE FLOOR @ 16" O 11 Il Il U rl 11 11 11 11 11 11 11 id 11 11 11 11 1 AND IS TO BE ACCESSED BY LADDER i.02 31750 Ec- 1 LOFT LIGHT STORAGE LOAD = 125 PSF ATTIC STORAGE AREA IS CONSIDERED UNOCCUPIED SPACE - ~EXISTING 2X6 , FRAME WALL 1/W'*1 LIVE FLOOR LOAD = 40 PSF INFILL EXISTING 16 ATTIC ACCESS DETAIL 1 11 11 11 11 11 11 11 11 11 11 11 11 11 1 11 1111 11 11 11 11 11 1 SECTION C-C' LOFT FRAMING DETAIL %4761.i(33:y (3 SECOND GUST, EXPOSURE C) GROUND SNOW LOAD = 67 PSF ULTIMATE WIND LOAD = 175 MPH MINIMUM SEISMIC DESIGN CATEGORY = B SCALE l M"=1' SCALE 1"=1' '70,4'i./ t,/1%/'Â· '.t#i,tâ€žt, 2 STEP~-- 1 11 11 11 11 11 11 || 11 11 11 11 11 11 11 11 11 11 11 4[- 1 Il 11 11 bah:/42, DATE. REVISION: BY: Â· PROJECT TITLE: 1 Knowwhafs below. KEARNEY SHOP ADDITION .4-4 1692 BIG THOMPSON AVE SUITE 200 1 11 11 11 lili lili 11 11 11 11 11 11 11 11 11 11 11 + 11 1 11 11 H ' 2.jÂ® Call before you dig. ,# 1/, Pit (970) 586-2458 ESTES PARK, CO 80517 1 3068 FAX: (970) 586-2459 6, {EET TITLE: -STEEL FRAME BUILDING BY OTI lEns - FLOORPLAN AND FRAMING - CORNERSTONE FLOOR FRAMING DIG, GRADE, OR EXCAVATE FOR THE MARKING OF DESIGNED BY KME APPROVED BY MST JOB NO. SHEET SHEET CLIENT: KEARNEY AND SONS ENGINEERING & SURVEYING. INC. CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU . SCALE 1/4"=1' UNDERGROUND MEMBER UTILITIES. DRAWN BY KME DATE APRIL 2018 35 338.008 ENTERPRISES LLC 2018 CORNERSTONE ENGINEERING & SURVEYING. INC. CHECKED By MST SCALE AS SHOWN COPYRIGHT - ALL RIGHTS RESERVED CES_Jobs\338_Kearney\338_008 Kearney Shop Addition\Kearney Shop FND_Mt.dwg, 8/8/2018 5:41:05 PM, HP88FF60 (HP DesignJet T830 24-in MFP) GARAGE DOOR GARAGE DOOR FOUNDATION DESIGN -FOOTINGS- DESIGN OF FOOTINGS IS BASED ON A MAXIMUM ALLOWABLE BEARING PRESSURE OF 10,000 PSF ON THE CRYSTALLINE GRANITE BEDROCK, BELOW FROST DEPTH BASED ON DEAD LOAD PLUS HALF LIVE LOAD. ALL FOOTINGS TO BE SET ON UNDISTURBED SOIL OR BED ROCK. 33' _ _ _ _~ 1" POLYSTYRENE -ANCHOR BOLTS- INSULATION m ANCHOR BOLT DIAMETER AND LOCATION TO BE PER PREMO STEEL BUILDING PLANS FOR 130 BROOK DRIVE. r.j JOB #10326 f- STEEL BUILDING BY 5" CONCRETE SLAB w/ 6x6 ~ OTHERS THICKEN SLAB TO REINFORCED CONCRETE: Wl.4xW1.4 WELDED WIRE FABRIC 5" CONCRETE SLAB ~ 8" AT DOOR OPENING DESIGN IS BASED ON "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE'YACI 318-99). OR FIBER MESH REINFORCEMENT W/ 4"x4" W2.9xV\/2.9 , CONCRETE WORK SHALL CONFORM TO "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE" (ACI (TYP) WELDED FABRIC (TYP) ~ 301-96). STRUCTURAL CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES: 4,1 4, ~ 3" EXPANSION JOINT FF/TOW EL = 101.75 -,~ 101.75' 1. r:/0 /- 2% EXISTING FOUNDATION-\ 1. , \701>9%>Al>% â€¢ 6 *'54>%>53 ~ Intended Use 28day Ratio Aggregate inches Per cent Type Comments 6 . En:.'*5 TOW 101.08' ~ fc, psi W/C Maximum Slump Entrained Air Cement Admixtures, ~ STRUCTURAL BACKFILL COMPACTED TO 95% Z--~4, OR ALL BACKFILL TO BE 29*i-Â»70...' 30" M IN. Footings 3,000 .5 3/4" Stone 6 2-4% 1/11 Walls 4,500 .5 3/4" Stone 4 6-8% 1/11 SHOP FF=100.67 COMPACTED TO 95% p f. *rifFE/,fi#ForJE, / 3 j \ 18" O.C. 3,500 .45 6-8% 1/11 STANDARD PROCTOR - h, @.,- #4 REBAR @ BEDROCK Ext slab on grade 3/4" Stone 4 PROCTOR lilti (2') 2" POLYSTYRENE 1 Int slab on grade 3,500 .5 3/4" Stone 4 2-4% 1/11 Fibermesh 16' 9 30" MIN OR INSULATION #4 REBAR @ /'i - EPOXY DOWEL PROPOSEDÂ«~ (2' MIN.) 2" //1 1 BEDROCK 48" O.C. 1 4,1 FOUNDATION TO EXISTING %~- POLYSTYRENE #4 HORIZONTAL MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315-80). DETAILING, FABRICATIONS, AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE INSULATION 2 x-~ REBAR @ 18" O.C. 8" t*~~' B FOUNDATION SLAB 3 * -12>0- A615, AND SHALL BE GRADE 60, EXCEPT TIES OR BARS SHOWN TO BE FIELD-BENT, WHICH SHALL BE GRADE WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. REINFORCING BARS SHALL CONFORM TO ASâ„¢ #4 REBAR @ -~.. - 8,1 1 - 48"0.C. WALL 2 4' '15 - MAKE HORIZONTAL BARS CONTINUOUS OR PROVIDE MATCHING CORNER BARS. AROUND OPENINGS IN (3) #4 REBAR 7 p.- 16" --~ 40. AT SPLICES, LAP BARS 50 DIAMETERS UNLESS NOTED OTHERWISE. AT CORNERS AND INTERSECTIONS, 17, CH, . /34&:2 811 CONT. WALLS AND SLABS, PROVIDE 2-#5, EXTENDING 2'-0" BEYOND EDGE OF OPENING. IN CONTINUOUS MEMBERS, SPLICE TOP BARS AT MID-SPAN AND SPLICE BOTTOM BARS OVER SUPPORTS. PROVIDE INTERMITTENT 16' -- 16' KN~.1 rl' SECTION B-B' <' <- 6" ~-1- SHEAR KEYS AT ALL CONSTRUCTION JOINTS AND ELSEWHERE AS SHOWN ON THE DRAWINGS. (3) #4 REBAR CONT. ~ FOOTER TO UNDISTURBED EXCEPT AS NOTED ON THE DRAWINGS, CONCRETE PROTECTION FOR REINFORCEMENT IN CAST-IN-PLACE IUI M 16" -~ SOIL OR BEDROCK CONCRETE SHALL BE AS FOLLOWS: WALL DETA/L /2% - 1 -8" VT 12% 1-221 -1- SECTION A-A' NOT TO SCALE A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. EXPOSED TO EARTH OR WEATHER: 9 <G * WALL DETAIL r-Al #5 BARI W31 OR 031 WIRE, AND SMALLER 1-1/2" N * N C. NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: N N NOT TO SCALE BEAMS, COLUMNS: SLABS, WALLS, JOISTS:#11 BARAND SMALLER 3JA" PRIMARY REINFORCEMENT 1-1/2" STIRRUPS, TIES, SPIRALS 1-1/2" -ANCHOR BOLT LOCATIONS PER 8. 1 1 BY FIBERMESH CO. PER ASTM C-1116 TYPE 111 4.1.3 AND ASTM C-1116 PERFORMANCE LEVEL ONE, 1.5 LBS FIBERMESH ADMIXTURE SHALL BE 100% VIRGIN POLYPROPYLENE, ABRILLATED FIBERS AS MANUFACTURED THE PREMOSTEEL BUILDING PER CUBIC YARD OF CONCRETE. DRAWINGS, ANCHOR BOLT LENGTH 1"POLYSTYRENE PER TABLE 1" POLYSTYRENE INSULATION -7 INSULATION n ANCHOR BOLTS FOR BEAM AND COLUMN BEARING PLATES SHALL BE PLACED WITH SETTING TEMPLATES. r\j A REPRESENTATIVE OF THE ENGINEER SHOULD OBSERVE THE FOUNDATION EXCAVATION PRIOR TO '47 4. 20 5" CONCRETE SLAB w/ 6x6 /- STEEL BUILDING BY 5" CONCRETE SLAB w/ e<6 FOUNDATION CONSTRUCTION 8" - - ~ OTHERS Wl.4xWl.4 WELDED WIRE FABRIC Wl.4xW1.4 WELDED WIRE FABRIC 101 OR FIBER MESH REINFORCEMENT OR FIBER MESH REINFORCEMENT f =2 (TYP) .â€ž (TYP) i 1 9111 1 ~ FF/TOW EL = 101.75 -~ . STEEL BUILDING BY 2" OTHERS r- 6" MIN. F a_a--i_E 6" MIN. ~ FF/TOW EL = 101.7 \ 1 1 all- N r STRUCTURAL BACKFILL V COMPACTED TO 95% PROCTOR COMPACTED TO 95% PROCTOR . . 4. =11 - . )1 \ ,\\\mair 5627 1147%~ 1 ..1 . , 1 . 24;*10134*~- #4 REBAR HOOPS AT : - 39.afe#Andif #4 REBAR HOOPS AT - , 1\Us\\\..4 1\Â·=~1 T i V IT -~ 2'.21 - 12" 0.C. VERTICAL . .. 12" O.C. VERTICAL P. ... b dARAGE DOOR-~0' ~ ~ ~<8" ~ GARAGE FF=101.75 108" (2' MIN.) 2" POLYSTYRENE-~ . ' 4ix__ #4 HORIZCWTAL (2' MIN.) 2" POLYSTYRENE - ' 5/8" 7" A - (4) #5 REBAR VERTICAL 2'-2" 30" MIN OR (4) #5 REBAR VERTICAL - ~..{ 30" MIN OR 2 1 401 A . .7 . ln. 12 'CA WITH 6" FOOT BEDROCK 1'-2" WITH 6" FOOT BEDROCK ANCHOR BOLT EMBEDMENT LENGTH DIAMETER LENGTH INSULATION #4 REBAR @ REBAR @ 9 O.C. INSULATION 3/4" 10" DROP WALL 5" ~ 1. --71 98.25 * 7/8- 10' 2-4" - 1 48"0.C. WALLE 4' 4 ' ~ ~ 98.25 ~ ~ 1~ Â£ ... L, 8" (2) #4 REBAR- '. 4 . /<.-, (3) #41 REBAR~...:~~~ ' SEE PREMOSTEEL BUILDING PLANS FOR EACHWAY 67 1 6,1 131\ f CONT. ~ ~A f ANCHOR BOLT LOCATION AND SIZE (3):#4 REBAR*'- 7TYPER FOOTER TO UNDISTURBED 2- 22" -4 --;- FOOTER TO UNDISTURBED CONT. SOIL OR BEDROCK SOIL OR BEDROCK ~ SECTION C-C' SECTION D-D' 34" WALL DETAIL r--81 WALL DETAIL /31 ' CONCRETE SLAB NOT TO SCALE NOT TO SCALE 12' ~ 20' ,Â£,--9<#I ~- 2x6 WALL (TYP) WIDEN STEM WALL TO 10" FOR 8" r-- 2)(6 WALL (TYP) STEEL BUILDING ~EITHER SIDE OF GARAGE DOOR ~ FRAME BY OTHERS / W/ (2) #4 HOOPS (4X7) AROUND ANCHOR BOLTS #4 HORIZONTAL 1/2" EXPANSION / REBAR TOP & BOTTOM JOINT (TYP) r JOISTS Wl.4xWl.4 WELDED WIRE FABRIC rL 2x8 FLOOR 5" CONCRETE SLAB w/ 6x6 2x6 WALL (TYP) 4 #4 REBAR @ -13 4 1 1,-8" k---~r'Â£ 11-211 - 811 -1-1-t 2,1 --- --- I.rf- 811 - - 2X4 WALL -1 *Â· 11 ' EXISTING 24" 0.C OR FIBER MESH REINFORCEMENT JÂ· -- CONCRETE 1'-11" 3Â·' (TYP) #4 HORIZONTAL lEi 1 1 il 0- FF = 100.67 ~~ REBAR TOP & BOTTOM STEM WALL - /110 -1 1 ihi - Â» 2X8 PT FLOOR . EPOXY DOWEL REBAR 12" ~ 1,-2" J 1 Â· INTO EXISTING SI.AB \j~ 4. 2x8 FLOOR JOIST ON EXISTING Â·- EXISTING 4" ~ FF/TOWEL = 101.75 -~ 10'-2" i Â· 11'-8" I~ 10'-2" .1, h CONCRETE SLAB -n -t '- 8" 3' x-J 1 ~ ~ < ~ ~~641* 4 CONCRETE ~1 -2--â€¢ 11 8~ ~D . FLOOR SLAB ~ JOISTS LEARAGE DOOR ~ FF = 100.67 ~;~~4~~ ~~ ~~ ~~~ ~ ~ ~ ~~~ ~ ~~ - 17-71 1 c i . i--6,1 TOF = 98.08 C > DROP WALL 5" p TOW = 101.08 , TOW = 101.08 / 4 1/ 1 FF = 100.67 ~ TOF = 98.08 â€ž 22\\1Â»yÂ·Â»J -r. - EXISTING 4" (3) #4 REBAR - . . . ..1.. . HOOPS =7. 4 + .. EXISTING 4" / (4) #5 REBAR VERTICAL -, F , ~ CONCRETE FOUNDATION PLAN . ~ ~ 30" MIN ~- EXISTING 24" SLAB ~- 1| ~: ~ 1 P > 9 Â· /9 CONCRETE WITH 6" FOOT FLOOR SLAB BASE PLATE C PER FLOOR SLAB --/ . SCALE 1/4"=1' DOWEL REBAR 12" ~-0--' 'Â·.' 1 'Â·'*.fÂ· ' .s. .IL..:. 24" DEPTH FROST . 4 . PREMO STEEL ~ 4. . . . -- STEEL BUILDING BY BUILDINGS SECTION G-G" OTHERS . 4 4 . . INTO EXISTING SLAB . I I 4 1 .Al (2) #4 HOOPS " POUR OVER ~ , SLAB - k EXISTING SLAB FOUNDATION CA ~Â·--- EXISTING 24" SLAB ~ 4'9(7" 46;'4 @ GARAGE DOORS \- BEARS ON NOT TO SCALE BEDROCK 4 #4 HORZ @- 71 T 1 NOTES: 18" O.C. SECTION E-E' SECTION H-H' 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2015 EDITION OF THE INTERNATIONAL EXISTING FOUNDATION <11 r LA 31759 43 #4 REBAR @ - 30" MIN OR ... 5 <77'.S- FOUNDATION BUILDING CODE (IBC). THE ABOVE SHALL GOVERN EXCEPT WHERE THE CONSTRUCTION 48" O,C. WALL Â· 11._ BEDROCK "44'4/ 11 i w,"i0" DOCUMENTS ARE MORE RESTRICTIVE. . NOT TO SCALE ~ NOT TO SCALE 2. ALL STRUCTURAL BACK FILL MUST BE COMPACTED TO 95% STANDARD PROCTOR. 1 --I.k:===== 8" 42., . ...0Â®me,0.* 4 (3) #4 REBAR- 9/ff/0, A'L i.ilk 1/34...81&11844# ~ 3. CONTROL JOINTS ARE RECOMMENDED @ 10' O.C. IN EACH DIRECTION AND HAVE A MINIMUM DEPTH CONT. OF 1" INTERIOR CONTROL JOINTS MUST BE TOOLED IN (NOT CUT) TO AVOID CUTTING RADIANT * DESIGN CRITERIA HEAT TUBING. , 4. ALL FOUNDATIONS REQUIRE SUBSOIL DRAINAGE SYSTEMS, PER IRC, 1807,4.2, AND ARE SECTION F-F' ALL CONSTRUCTION METHODS PER 2015 IBC SUITE 200 DATE: REVISION. BY, PROJECT TITLE: CONSIDERED PART OF THE FOUNDATION SYSTEM DESIGN. SUBSOIL DRAIN WATER SHALL NOT LIVE FLOOR LOAD = 40 PSF Know whafs below. KEARNEY SHOP ADDITION . 4,1.. ESTES PARK, CO 80517 1692 BIG THOMPSON A' DISCHARGE INTO THE PUBLIC SEWER SYSTEM. SEE FOUNDATION DRAIN DETAIL. WALL DETAIL LOFT LIGHT STORAGE LOAD = 125 PSF PH: (970) 586-2458 CJ X~.~...~1.Â® Call before you dig. WI A/1 4 FAX: (970) 586-2459 5. ALL FOOTINGS AND EXTERIOR DECK PIERS TO BEAR ON UNDISTURBED SOIL. NOT TO SCALE GROUND SNOW LOAD = 67 PSF -Di ., ULTIMATE WIND LOAD= 175 MPH - FOUNDATION PLAN GH:ET TITLE: (3 SECOND GUST, EXPOSURE C) MINIMUM SEISMIC DESIGN CATEGORY = B APPROVED BY MST CORNERSTONE CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF DESIGNED BY KME JOB NO. SHEET SHEET CLIENT: KEARNEY AND SONS ENGINEERING & SURVEYING. INC, UNDERGROUND MEMBER UTILITIES. DRAWN BY KME DATE APRIL 2018 45 ENTERPRISES LLC COPYRIGHT - ALL RIGHTS RESERVED 338.008 2018 CORNERSTONE ENGINEERING & SURVEYING, INC. CHECKED BY MST SCALE AS SHOWN ~ ZES_Jobs\338_Kearney\338_008 Kearney Shop Addition\Kearney Shop FND_Mt.dwg, 8/8/2018 5:42:27 PM, HP88FF60 (HP DesignJet T830 24-in MFP) PLUMBING FIXTURE SCHEDULE ID DESCRIPTION MANUFACTURER MODEL COLOR FINISH FITTINGS MANUFACTURER MODEL COLOR FINISH WC-1 WATER CLOSET (ACCESSIBLE) KOHLER K-3658 WHITE SEAT KOHLER K-4731-C WHITE ~r--REFER TO CIVIL SITE PLAN FOR CONTINUATION L-1 LAVATORY (WALL HUNG) KOHLER K-2005 WHITE FAUCET DELTA 35996LF CHROME .. .9 I. I. .. L-2 SERVICE SINK --- --- --- .- . . ~411 GCO (2-WAY) i" K COPPER CVP--- . 4 EWH ELECTRIC WATER HEATER EEMAX --- N/A ~,03" SS A-1-1/2" V RISE E-1-1/2" SS /1 ,{LJ ~ PLUMBING KEY NOTES: 1. 3/4" CW RISE TO BACKFLOW PREVENTER, PRV, METER 2. 1/2" CWTOWC-1 ~-3. SS 3. 1/2" CW TO EWH 4. 3"x 1-1/2"Y / [5[. 9 wc.1 5. 1/2" CW/1/2" HWTO L-1,1-1/2" SSDOWN 6. 1/2" CW / 1/2" HW TO L-2,1-1/2" SS DOWN // L.J-ED 1-1/2" V RISE~ 7. 3" W DOWN, 1-1/2" V RISE 41 0 % 0 ===== 1 3068 L T ~--1-1/2 " V MECHANICAL HVAC SYSTEM / 1) GARAGE AREA, 1 EACH - UNIT HEATER, GAS, CAPACITY = 100,000 KBTU/H PROPOSED 90% EFFICIENCY Ec, REQUIRED EFFICIENCY = 80% Ec 1 FANS: 1 SUPPLY, SINGLE ZONE VAV, 15000 CFM, 0.5 MOTOR NAMEPLATE HP 1-1/2" V-~ ~ _ 1) OFFICE AREA, 1 EACH - DUCT FURNACE, GAS. CAPACITY = 30,000 KBTU/H WC-1 6, PROPOSED 92% EFFICIENCY EC, REQUIRED EFFICIENCY = 80% EC //1 - J k FANS: 1 SUPPLY, SINGLE ZONE VAV, 15000 CFM, 0.5 MOTOR / *1/2" CW NAMEPLATE HP 3 â€ž CW , 1/2" HW-~f / 1.-1~/ 1~~211 HW ~~BACKFLO | 1 ~ / PREVENTER, - 1 1 3"SS / / PRV, METER 1/2" CW- N EWH ~ \1\ 1 1 6 62 // <~1 IL~ 1 I b/ -1/2" CW 40' 13 GARAGE AREA T J EWH ~ FF = 101.75 AREA = 1360 SQ FT 14 / 1 1-1/2" SS 1 \/ 34' L/ PLUMBING ISOMETRIC NOT TO SCALE Â® |3068 DOOR I GARAGEDOOR | , 4 4 - . / . r. efâ€¢,11111#,4/4 "5139.R fixit* PLUMBING PLAN 'h74+ 84154, SCALE 1/4"=1' f i #â‚¬.9 /06Â¢4 .9 {.* 31759 Scrj il h 1 I. M.818Â®49 9 $6.........394.*32 4,. vONAL ~1+Â·' "/4/tililimuu UÂ·W\/ DESIGN CRITERIA 1 - DATE: REVISION: BY: PROJECT TITLE: 40,1*, 1692 BIG THOMPSON AVE ALL CONSTRUCTION METHODS PER 2015 IBC ' SUITE 200 LIVE FLOOR LOAD = 40 PSF (8tt Knowwhafs below. KEARNEY SHOP ADDITION ESTES PARK, CO 80517 LOFT LIGHT STORAGE LOAD = 125 PSF Â® Call before you dig. 4/ FAXÂ· (970) 586-2459 PH: (970) 586-2458 GROUND SNOW LOAD = 67 PSF 4/~I SHEET TITLE: ULTIMATE WIND LOAD = 175 MPH PLUMBING PLAN (3 SECOND GUST, EXPOSURE C) MINIMUM SEISMIC DESIGN CATEGORY =8 - CORNERSTONE CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU â€¢ . DIG, GRADE, OR EXCAVATE FOR THE MARKING OF DESIGNED BY KME APPROVED BY MST 1 JOB NO. 1 SHEET I SHEET CLIENT: KEARNEY AND SONS ENGINEERING & SURVEYING, INC, UNDERGROUND MEMBER UTILITIES. DRAWN BY _KME- DATE APRIL 2018 ~ 338.008 |5|5 ENTERPRISES LLC 2018 CORNERSTONE ENGINEERING & SURVEYING, INC. CHECKED BY MST SCALE AS SHOWN COPYRIGHT - ALL RIGHTS RESERVED ES_Jobs\338_Kearney\338_008 Kearney Shop Additiion\Kearney Shop FND_Mt.dwg, 8/8/2018 5:43:44 PM, HP88FF60 (HP DesignJet T830 24-in MFP) GARAGE DOOR 1 ~ GARAGE DOOR 8 . /0 ZE j ~L-- *REEOVE[FI APR 2 6 20% ~ 1300 /liaai Dr SITEPLAN LOT 2, KEARNEY MINOR SUBDIVISION, TOWN OF ESTES PARK, COUNTY OF LARIMER, STATE OF COLORADO SCANNED 4 --*. --I- -Ii 1Ii. l // C /2---PR 1 1 \ --1- / n 241.1- l < \ -- r * 2 32Â«4 1 /\ \- 0 , i - PROPOSED 4" 1 .U 1 00---- w --4 SDR35 SEWER , 11 u. . - 025'A ar. 2 SERVICE_ -~ . 4/1/1 /1 Â»flilli 6- . -5 6 N I il \ *f< - / u :44 - \ 1 ~~2.-EL.U.- / 14 \\ 6,11 1 -7 6% / 1 /4 9/# PROPOSED ~ ~ - - \ r \ ~ -EXIR*G 3/4 ATER WRVICLIE-LOT 1 Â£ ADDITION ~ 1 / DRIVEWAY LOCATIO~ 33.3, _7 2 JJ EXISTING - A - h 1 1 ~ZIA EXISTING 3/4" - 0 SHED SERVICE 1 / EXISTING -7---0 / 7 WATER f T ,/ EXISTING 1 / C \ FF=7657.50 / / i ESTIi#OVERHt_114 20 0 20 40 60 / th \ 58.50 - 35.6 1- \11Â»/ l POWER / ex eLy rh / / \ /58.09 ~ ~ ~ OVERHEAD EXISTING / 1 EXISTING SCALE 1"= 20' POLE / 1 f / m j Â·/ ELECTRIC TO BE 47 ~ ~ < / Â· ~ ~Â· ABANDONED PROPOSED ~ ELECTRIC #00 13% $ Ff. SERVICE X W \ BUILDING 1 1 1 2 1 1/ U. Sery - 6.-2 / i \ PROPOSED w w . / \ --9 / 45> 0 1 1 ~\ MTOCK 61 d \.e-TRACK, /~ STEEL 02 0 /LOT 2 0 d \ k 2 75,033*- SF ~ * BUILDING 24 , FF=7658.58 8 f i : 1 1.723* Ac. Aoo h / 58171 24 LEGEND: / / 1 1/ 3114 14" P ?le:u \ "11 4 58.50 - ~ ~ pdopoSED ADJACENT PROPERTY LINE SUBJECT PROPERTY LINE BWLWNG 34.0' 1 /1 // lilli 1 4 .../ty - - - 6 / | |1 x / PROPANE / TOWN OF ESTES PARK CITY LIMITS 9 - - - - EASEMENT B. Pp J 00 111111111 ROCK OUTCROPPING 58.~SED ~'3 o< i 1/ /1 1 (/ 1 4 o EXISTING PARKING & STAGING AREA a ELECTRIC 32' Pâ‚¬ f / 7610 EXISTING INDEX CONTOUR W/ ELEV. , 1/1/ ~ ~ 1 ~~ 4' METER - - - - _ _ _ _ _ - _ _ -EXISTING INTERMEDIATE CONTOUR l' ~~ I f ~i!i!~~j~j / 1 ~ ~\ CO / - - - W - EXISTINGWATERUNE 4/Â·L 1 /-- - - - S - EXISTING SEWER LINE ./ f /\\ 4 / - - - OHP - EXISTING OVERHEAD POWER 4 1// PROPOSED BUILDING 1 1\ 1 1 j,~ ~r / f 11 ~. Â· EXISTING EVERGREEN TREE ~ 1 % j~f / LOT 2,KEARNEY MINORSUBON'EON ,0 / I f / / 9 i \ EXISTING 1/3 1 ./ fli f 1 i 11 /0 RETAINING WALL 08 9/ /1 / / 1 ///2 m //// 1 / < 1/f U 0 -- 1 11 69 6/ < / 1 \ fllit 0 i Ill 1 ti ~ l1 GENERAL NOTES: , // 0 14" PP 1) CONTOURS ARE 2' INTERVAL 0 i i / REAR = 10 FEET ./ 111@ 4 1 1 /1 / / \~1 2) ZONING Id - RESTRICTED INDUSTRIAL 16" PP * SETBACKS FRONT (ALL OTHER STREETS) =15 FEET, SIDE AND < 4) THE BUILDING HEIGHT WILL BE WITHIN THE LIMITS SET FORTH IN ' SITE PLAN / r THE REVISED HEIGHT MEASUREMENT PROVISION OF THE EVDC. 0/ 777 l /// * i. 1 SCALE 1"=20' 5) ELECTRIC SERVICE TO HAVE 3-FEET MINIMUM COVER r I 1/ > 1 <h<//f /1 6 '451 1 1 \ J 1 . 0 9/ 1 1 1/0 6) UTILITIES: WATER TOWN OF ESTES PARK / / 21-1 V LFE/- 2-fir L3 r .'~ \7â€¢' 1 tty: i ELECTRIC TOWN OF ESTES PARK ; TELEPHONE CENTURY LINK Â·rt --Ill- ---~M)-6 j- W SEWER UPPER THOMPSON SANITATION DISTRICT / GAS XCEL VICINITY MAP SCALE 1"=50' LEGAL DESCRIPTION DESIGN CRITERIA LOT 2 (Parcel #2531425002), KEARNEY MINOR SUBDIVISION, TOWN OF ESTES PARK ALL CONSTRUCTION METHODS PER 2015 IRC REC No. 20170080827 LIVE FLOOR LOAD = 40 PSF LOFT LIGHT STORAGE LOAD = 125 PSF GROUND SNOW LOAD = 67 PSF ULTIMATE WIND LOAD = 175 MPH (3 SECOND GUST, EXPOSURE C) MINIMUM SEISMIC DESIGN CATEGORY = B PROJECT TITLE: DATE: REVISION BY: 1692 BIG THOMPSON AVE 1-- I. Know whafs below. KEARNEY SHOP ADDITION SUITE 200 ESTES PARK. CO 80517 7/ I'lÂ® Call before you dig. SnEETTITLE: ~~~' ~ FAX (970) 586-2459 PH: (970) 586-2458 SITEPLAN CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU â€¢ CORNERSTONE DIG, GRADE, OR EXCAVATE FOR THE MARKING OF DESIGNED BY KME APPROVED BY MST JOB NO. SHEET SHEET CLIENT: KEARNEY AND SONS ENGINEERING & SURVEYING. INC. UNDERGROUND MEMBER UTILITIES. DRAWN BY _KME DATE APRIL 2018 14 338.008 ENTERPRISES LLC 2018 CORNERSTONE ENGINEERING & SURVEYING, INC. CHECKED BY MST SCALE AS SHOWN COPYRIGHT - ALL RIGHTS RESERVED - 1 30 3 Hai4 C~Us.,t~: 1 DNUSIX3 163.33' ED STORAGE A 2,\.5.58 1,2.2 Â· 13.58..0'18 Ke'll â€žcy Sn,ip Ad itiot ,\Aeorney briop Addition -siteple.dw< STEEL BUILDING BY OTHER STEEL BUILDING BYOTHER EXISTING ROOF 12 37 UILDING CONNECTION TO BE FIELD FIT El < FF =101.75 8 4 A d EXISTING SHED TO BE CONVERTED TO OFFIC EXISTING SHED TO BE d 4 2 CONVERTED TO OFFICE -1- 4 4 4 4 FF_.1 1.29Â·E_______ 1-1_-_iIi dll 4 4 4 4 4 8 4 6 4 4 4 <94 <1 4 4 WEST ELEVATION - NORTH ELEVATION SCALE 1/4"=1' - SCALE 1/4"=1' STEEL BUILDING BY OTHERS STEEL BUILDING BY OTHERS-~ XISTING SHED ROOF XISTING SHED TO BE CONVERTED TO OFFICE 64 6 6< 4 4 4 44 4 4 4ad 4 4 4 4 4 44 4 4 6 6 4 4 SOUTH ELEVATION EAST ELEVATION - - SCALE 1/4"=1' SCALE 1/4"=1' DESIGN CRITERIA ~ ~fettll?t""th,,4 :4*2.9..9'49#.. ALL CONSTRUCTION METHODS PER 2015 IBC 1 14:<F-K A,4*3Â·... LIVE FLOOR LOAD = 40 PSF LOFT LIGHT STORAGE LOAD = 125 PSF - GROUND SNOW LOAD = 67 PSF Lot 31759 je.3 0.. '11 zÂ° i *7.~ ULTIMATE WIND LOAD = 175 MPH (3 SECOND GUST, EXPOSURE C) MINIMUM SEISMIC DESIGN CATEGORY = B .<40/0. f L L ......1 21 DATE: REVISION: BY: PROJECT TITLE: .0,4., 1692 BIG THOMPSON AVE 1113 Know whafs below. KEARNEY SHOP ADDITION ESTES PARK, CO 80517 SUITE 200 EtÂ® Call before you dig. PH: (970) 586-2458 SHEET TITLE: FAX: (970) 586-2459 ELEVATIONS A 111 CORNERSTONE CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF DESIGNED BY KME APPROVED BY MST JOB NO. SHEET HEET CLIENT: KEARNEY AND SONS ENGINEERING & SURVEYING. INC. UNDERGROUND MEMBER UTILITIES. DRAWN BY KME DATE APRIL 2018 338008 24 ENTERPRISES LLC 2018 CORNERSTONE ENGINEERING & SURVEYING, INC. CHECKED BY MST SCALE AS SHOWN COPYRIGHT - ALL RIGHTS RESERVED ~4\2 . FRAMING NOTES 33' . 8' 3068 1 1 6030 1 1 3020 1 0 0 2. ALL FRAMING LUMBER TO BE #2 HEM FIR OR BETTER 1'-6" 1.I 1 3'-6" MIN - 1. CONSTRUCTION TO COMPLY WITH 2015 IBC (TYP) 3. ALL EXTERIOR HEADERS TO BE (2) 2x10 GLUED AND NAILED w/ 16d NAILS @ 3" O.C. PERIMETER AND PACKED FULL WIDTH OF WALL UNLESS SPECIFIED BATH OTHERWISE 6' 4. ALL LVL HEADERS TO BE SIZED AS SHOWN AND GLUED AND NAILED @ 3" EXISTING ROOF TO REMAI~ O.C. PACKED FULL WIDTH OF WALL (TYP) 5. ALL WINDOW/DOOR OPENINGS TO HAVE (1) KING STUD FOR EVERY TWO 4 2060 i ~ Â»OFT AREA ACCESS FLOOR JOISTS/ROOF RAFTERS WITHIN THE SPAN OF THE HEADER AND (2) THROUGH NEW JACKS STUDS STORAGELOVT STEEL STRUCTURE 6. R-21 BIB INSULATION INSTALLED AT ALL EXTERIOR WALLS (TYP) OFFICE AREA 16' -r B" FLOOR SHEATHING-1 7. FLOOR SHEATHING TO BE i" T&(3 OSB INSTALLED PERPENDICULAR TO 2' FLOOR JOISTS AND GLUED/NAILED w/ 8d RING SHANK NAILS @ 6" O.C. 1 r 11 EDGES AND 8" O.C. FIELD *MWAWN**A-.8.3 8. DO NOT SCALE DRAWINGS--CONTACT DESIGNER FOR r- , 0- 7 MISSING/INCONSISTENT DIMENSIONS P DRYWALL 1 1 3068 1/2" DRYWALL -STEEL FRAME BUILDING BY OTHERS~ 91 i BATH OFFICE ~fOR SHEATHING-, 1 FF = 100.67 ~ FhWN - FLOORPLAN SECTION A-A' SCALE 1/4"=1' SCALE 1/4"=1' r-EXISTING STUD SHEATHING (2) 1-3/4" X 11-7/8" 2.OE LVL HEADER 1 2 / 33' 1 - 3068 11 1 1 1 1 11 1 16030 1 1 |l | I Z | I ~3020 | I | | ~ 7 ~3/4" X 11-1/4" 2.OE LVL 17111111111111 'CC 1 CONTINUE TO OUTER WALL 2,i i i 1 i 1 i i i i i i l i l i |BATH' 11~ --E EXISTING ROOF TO REMAIN-*'~ ~ ~~ BLOCKING ADD 2X6 STUD TO SILL PLATE 1//////////\\Ilf'1111 11-L f#-38 INSULATION 1-3/4"X 11-1/4"2.OE , 3868 1 LVL @ 16" O.C. I l i l i 111 -4 11 I i i 11111 ~_12 t\41// Ill1lllllll lflllllllll /-R-21 //1/ j INFILL EXISTING GARAGE BAY DOORS--~_ BATH rEXISTING SILL PLATE 1-3 1 1 z 1 1 1 1 1 pl 1 1 OFFICE 0 0 j I l i l i 1 4 1 1 1 23>11 if i 1 1 11 -STEEL FRAME BUILDING BY OTHERSj~ | 30681 1 1 1 r-EXISTING CONCRETE ~ r-R-21 INSULATION ~ SLAB FLOOR LOFT FRAMING DETAIL 1=12#Sfy#%83#2&*Z?2*2466&5* A.I.L., M.1 K~A. %-A.'~~1~~1~;~AWL# .,1, n...WJ |11.Ww ..., 11'. .... lili .A1, M..i'Ul'.0 1.-Nizz,taL:21=12351= 1,6,4 SCALE 1"=1' LOFT FRAMING SECTION B-B' SCALE 1/4"=1' SCALE 1/4"=1' 33' Ililllllll111lllllltll I 111111111111111111111 1lllllllllllllllllllll 2X8 PRESSURE TREATED TO SET- DIRECTLY ON EXISTING \ , ,-ADO RE##'%. Ill1lij)1 -'urfimmm. CONCRETE FLOOR @ 16" O.C. I \~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 4*.0,~ 9486 DESIGN CRITERIA 16' ~t 31759 Li 1111111111111111111111 <'42#NAL 1.42 GROUND SNOW LOAD = 67 PSF I :4.- ALL CONSTRUCTION METHODS PER 2015 IBC .4.Â£}l zo 1.12*Â·f LIVE FLOOR LOAD = 40 PSF LOFT LIGHT STORAGE LOAD = 125 PSF INFILL EXISTING GARAGE BAY DOOR r i l_1 1 1 1 1 I lil l i I 44,#Num,U., ULTIMATE WIND LOAD = 175 MPH (3 SECOND GUST, EXPOSURE C) MINIMUM SEISMIC DESIGN CATEGORY = B 1 1 1 1 1 1 4 1 1 1 7---0 1 1 1 1 1 1 1 1 1 SY: DATE: REVISION: PROJECT TITLE: 1692 BIG THOMPSON AVE -STEEL FRAME BUILDING BY OTHERÂ«~ ~U 4'Â® Call before you dig. ~ '~~~ FAX: (970)586-2459 Know whafs below. KEARNEY SHOP ADDITION riA SUITE 200 ESTES PARK, CO 80517 - .1 PH: (970) 586-2458 SHEET TITLE: 17,111 FLOORPLAN AND FRAMING CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU â€¢ CORNERSTONE FLOOR FRAMING DIG, GRADE, OR EXCAVATE FOR THE MARKING OF DESIGNED BY KME APPROVED BY MST JOB NO. SHEET SHEET CLIENT KEARNEY AND SONS ENGINEERING & SURVEYING, INC. UNDERGROUND MEMBER UTILITIES. DRAWN BY KME DATE APRIL 2018 SCALE 1/4"=1' 338.008 ENTERPRISES. LLC 34 2018 CORNERSTONE ENGINEERING & SURVEYING, INC. CHECKED BY MST SCALE AS SHOWN COPYRIGHT - ALL RIGHTS RESERVED FOUNDATION DESIGN 33' -FOOTINGS- DESIGN OF FOOTINGS IS BASED ON A MAXIMUM ALLOWABLE BEARING PRESSURE OF 2000 PSF ON THE DECOMPOSED GRANITE BEDROCK, BELOW FROST DEPTH BASED ON DEAD LOAD PLUS HALF LIVE LOAD. F STEEL BUILDING BY ALL FOOTINGS TO BE SET ON UNDISTURBED SOIL, - 1/2" EXPANSION 1/ OTHERS JOINT (TYP) -ANCHOR BOLTS- 21 l 5" CONCRETE SLAB w/ 6)(6 JOB #10326 ANCHOR BOLT DIAMETER AND LOCATION TO BE PER PREMO STEEL 8UILDING PLANS FOR 130 BROOK DRIVE. Wl.4xWl.4 WELDED WIRE FABRIC OR FIBER MESH REINFORCEMENT DESIGN IS BASED ON "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"(ACI 318-99) REINFORCED CONCRETE: (TYP) CONCRETE WORK SHALL CONFORM TO "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE" (ACI 301-96). STRUCTURAL CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES: EXISTING FOUNDATION-1 Fooungs 3,000 .5 3/4" Stone 6 2-4% 1/11 ~ FF/TOW EL = 101.75 -~,1 ~\ ~Â»1 . 1â€¢ %304 21!1. fc, psi W/C Maximum Slump Entrained Air Cement Admixtures, Intended Use 28day Ratio Aggregate inches Per cent Type Comments SHOP FF=100.67 STRUCTURAL BACKFILL COMPACTED TO 95% .5 3/4" Stone 4 :.203*944*, 16' PROCTOR .' Walls 3,000 6-8% 1/11 1 . 30" MIN OR Ext slab on grade 3,500 45 3/4" Stone 4 6-8% 1/11 -CONTRACTOR TO VERIFY DEPTH -- . t 3,500 2-4% 1/11 Fibermesh 4 BEDROCK Int slab on grade .5 3/4" Stone 4 OF EXISTING FOUNDATION. EPOXY 2 #4 HORIZONTAL DOWEL PROPOSED FOUNDATION MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315-80). TO EXISTING FOJNDATION WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. REINFORCING BARS SHALL CONFORM TO ASTM 4~;- REBAR @ 18" O.C. DETAILING, FABRICATIONS, AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE #4 REBAR @ _-:~ - 8" ~ A615, AND SHALL BE GRADE 60, EXCEPT TIES OR BARS SHOWN TO BE FIELD-BENT, WHICH SHALL BE GRADE 00 48" O.C. WALL < 4' 40. AT SPLICES, LAP BARS 50 DIAMETERS UNLESS NOTED OTHERWISE. AT CORNERS AND INTERSECTIONS, WALLS AND SLABS, PROVIDE 2-#5, EXTENDING 2'-0" BEYOND EDGE OF OPENING. IN CONTINUOUS MEMBERS, ~Â£1 2 81 MAKE HORIZONTAL BARS CONTINUOUS OR PROVIDE MATCHING CORNER BARS. AROUND OPENINGS IN 1 N 21 1 L (3) #4 REBAR - --U FOOTER TO UNDISTURBED SHEAR KEYS AT ALL CONSTRUCTION JOINTS AND ELSEWHERE AS SHOWN ON THE DRAWINGS. 1 r-- - -IL- CONT. 0- 16" -~ SOIL (TYP) EXCEPT AS NOTED ON THE DRAWINGS, CONCRETE PROTECTION FOR REINFORCEMENT IN CAST-IN-PLACE 4 ,- 11-4 SPLICE TOP BARS AT MID-SPAN AND SPLICE BOTTOM BARS OVER SUPPORTS. PROVIDE INTERMITTENT 1'-4" J ~ ~ B. EXPOSED TO EARTH OR WEATHER: CONCRETE SHALL BE AS FOLLOWS: SECION A-A' A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" D/ WAIL DETAIL /Xh 4 #5 BAR, W31 OR 031 WIRE, AND SMALLER 1-1/2" NOITO SCALE SLABS, WALLS, JOISTS:#11 BAR AND SMALLER 3/41 C. NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: BEAMS, COLUMNS: ~-ANCHOR BOLT LOCATIONS PER STIRRUPS, TIES, SPIRALS 1-1/2" THE PREMOSTEEL BUILDING PRIMARY REINFORCEMENT 1-1/2" DRAWINGS, ANCHOR BOLT LENGTH PER TABLE BY FIBERMESH CO. PER ASTM C-1116 TYPE 111 4.1.3 AND ASTM C-1116 PERFORMANCE LEVEL ONE, 1.5 LBS FIBERMESH ADMIXTURE SHALL BE 100% VIRGIN POLYPROPYLENE, FIBRILLATED FIBERS AS MANUFACTURED PER CUBIC YARD OF CONCRETE. 20' ANCHOR BOLTS FOR BEAM AND COLUMN BEARING PLATES SHALL BE PLACED WITH SETTING TEMPLATES. 1'-8" 5" CONCRETE SLAB A REPRESENTATIVE OF THE ENGINEER SHOULD OBSERVE THE FOUNDATION EXCAVATION PRIOR TO THICKEN SLAB TO FOUNDATION CONSTRUCTION W/4"x4" W2.9xW2.9 , ~ 8" AT DOOR OPENING WELDED FABRIC (TYP) 1 * FF 101.75' ~* ~\ ,~ ~ ~.-2'6 EXPANSION JOINT NOTES: ~ ALLBACKPILLTOBE. ~01'--~Â» ../.-21 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2015 EDITION OF THE INTERNATIONAL C vAÂ»Â»Â»ex 2 -3 %54,5443 TOW 101.08' ~ BUILDING CODE (IBC), THE ABOVE SHALL GOVERN EXCEPT WHERE THE CONSTRUCTION 30" MIN. DOCUMENTS ARE MORE RESTRICTIVE. 2. ALL STRUCTURAL BACK FILL MUST BE COMPACTED TO 95% STANDARD PROCTOR. COMPACTED TO 95% 2------ ... OR STANDARD PROCTOR 24\ #4 REBAR @ BEDROCK .-I \ 18" O.C. 3. CONTROL JO{NTS ARE RECOMMENDED @ 10' O.C. IN EACH DIRECTION AND HAVE A MINIMUM DEPTH C_~ __ 40' #4 REBAR @ ~ 1 d. 811 OF 1". INTERIOR CONTROL JOINTS MUST BE TOOLED IN (NOT CUT) TO AVOID CUTTING RADIANT GARAGE FF=101.75 48" O.C. 1- i HEAT TUBING. GARAGE DOOR V 01 V N' r 19 741 4. ALL FOUNDATIONS REQUIRE SUBSOIL DRAINAGE SYSTEMS, PER IRC, 1807.4.2: AND ARE CONSIDERED PART OF THE FOUNDATION SYSTEM DESIGN. SUBSOIL DRAIN WATER SHALL NOT (3) #4 REBAR /' ~.._ 13" --~ \/y DISCHARGE INTO THE PUBLIC SEWER SYSTEM. SEE FOUNDATION DRAIN DETAIL. 1 CONT. 5. ALL FOOTINGS AND EXTERIOR DECK PIERS TO BEAR ON UNDISTURBED SOIL. SECTION 8-B' 1 j WALL DETA/L /23 NOT TOSCALE CONCRETE SLAB I . 20' '*pr-,4, n EXTERIOR SHEATHING 1/2" EXPANSION /- EXTERIOR SHEATHING 5" CONCRETE SLAB wl 6>6 n\\~~ 0 6'MIN JOINT (TYP) ... ~ PER BUILDING DESIGN 1/2" EXPANSION ful JOINT (TYP) / PER BUILDING DESIGN Wl.4xWl.4 WELDED WIRE FABRIC 5" CONCRETE SLAB w/ 6x6 OR FIBER MESH REINFORCEMENT Wl.4xWl.4 WELDED WIRE FABRIC B~ (TYP) OR FIBER MESH REINFORCEMENT 1 (TYP) | ~-~ 1'-4" ~ FFITOW EL = 101.75 r./ FF/TOW EL = 101.75 1- . 4 1741 -1===1 - - -In- -9.42.=31*1--1 6" MIN. . STRUCTURAL BACKFILL'~~ 7--~ Â·,| i 1 - COMPACTED TO 95 % PROCTOR ~ 3 'f ~ 1 1 - STRUCTURAL BACKFILL Â«Â«43 7"f=== 4,- 10' COMPACTED TO 95% PROCTOR Â»4 /- .Â·j~ :.Tial**~refa#Prf) 1 '.4" J < F-11- L 17 .I .3 :. ist\49~ #4 REBAR HOOPS AT -----' ,=d\\9*\\17 =11 liu - 0, ~ 34' 12" O.C. VERTICAL #4 REBAR HOOPSAT - -'i - -65*iaj*Ra* D, 7 TOW= 101.08 TOW = 101.08 / ~GARAGE DOOR , (4) #5 REBAR VERTICAL 4% ) 'I Â· 12" O.C. VERTICAL . 1 + TOF = 98,08 < > WITH 6" FOOT f-4, 6. n.. - ...4 r. â€¢ TOF = 98.08 - -0 (4) #5 REBAR VERTICAL 24Â£~=Â» Â· . %-__~ #4 HORIZONTAL WITH 6" FOOT #4 REBAR @ __-P7'-'-3. 1 REBAR @ 18" O.C. 1. .4 48" O.C. WALL 5 4' , L. 98.25 0 ~:-+ , Â· ---- 8" 1 98.25 * 46===== FOUNDATION PLAN 10" . A ... SCALE 1/4"=1' (3) #4 REBAR-9 (3) #4 REBAR - 9/ 6,1 1 * -T '"=. 1 10" (3) *4 REBAR' -TYpr--~ FOOTER TO UNDISTURBED CONT. 1.6,1 l'.~ CONT SOIL (TYP) -1â„¢pr- L FOOTER TO UNDISTURBED 38" , 1 SOIL (TYP) SECTION C-C' ~-- 38" - I WALL DETAIL Ca .4%9.R.fÂ£4â‚¬#t, WALL DETAIL ry\\ n.11111#0#%*, SECTION D-D' DESIGN CRITERIA NOT TO SCALE LIVE FLOOR LOAD = 40 PSF ALL CONSTRUCTION METHODS PER 2015 IBC /arri,As. /0 46: A 1 GMFÂ·Â·a NOT TO SCALE e'*Ed t 'AA *9>% LOFT LIGHT STORAGE LOAD = 125 PSF NE 31759 jec.~ GROUND SNOW LOAD = 67 PSF teD... ULTIMATE WIND LOAD = 175 MPH -941%49 (3 SECOND GUST, EXPOSURE C) ''4 -6/ON Apu%4/ MINIMUM SEISMIC DESIGN CATEGORY = B 4,111,UU Â£1 UNOURL. DATE. REVISION: BY: /6/~dik PROJECT TITLE: -b 1692 BIG THOMPSON AVE SUITE 200 jA.16 Knowwhafs below. KEARNEY SHOP ADDITION ~,~ PH (970)5862458 ESTES PARK, CO 80517 cU/y..Â® Call before you dig. A49* FAX: (970) 586-2459 SNEETTITLE /4.> FOUNDATION PLAN CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU CORNERSTONE DIG, GRADE, OR EXCAVATE FOR THE MARKING OF DESIGNED BY KME APPROVED BY MST 1 JOB NO SHEET SHEET CLIENT: KEARNEY AND SONS ENGINEERING & SURVEYING, INC. UNDERGROUND MEMBER UTILITIES. DRAWN BY KME DATE APRIL 2018 ~ 44 338.008 ENTERPRISES LLC 2018 CORNERSTONE ENGINEERING & SURVEYING, INC. CHECKED BY MST SCALE AS SHOWN COPYRIGHT - ALL RIGHTS RESERVED 1--- ~li~~li~ ~ v Lnk V REVISION LYSIS: AUG 0 9 2018 TO BE THE FOLLOWING APPLICABLE CODES: ESTES PARK AMENDMENTS :Y CLASSIFICATION: EA - B, BUSINESS REA - Sl, MODERATE HAZARD STORAGE NEHICLE N/ LIGHT MAINTENANCE) *REA: OCCUPANTLOAD TABLE 1004.1.2 FLOOR (EXISTING) 528 SF 100SF/OCC = 5.28 3 AREA (UNOCCUPIED) 528 SF REA 1.360 SF 300SF/OCC = 4.53 TOTAL 2,416 SF 10 OCCUPANTS HAVE U-VALUE OF U = 0.08, WINDOWS TO HAVE F U = 0.28 )RINKING FOUNTAINS SHALL NOT BE REQUIRED FOR ~ LOADS OF 15 OR LESS. A FOR PRIVATE USE, NOT OPEN TO PUBLIC 3, EXEMPION 2, NON-ABSORBANT SMOTH WALL ARE NOT REQUIRED FOR TOILET ROOMS THAT ARE BSIBLE TO PUBLIC AND THAT HAVE NOT MORE THAT R CLOSET. 40 60 / 20' / / /1 / 1 SUBJECT PROPERTY LINE f i TOWN OF ESTES PARK CITY LIMITS ADJACENT PROPERTY LINE - - EASEMENT ' ROCK OUTCROPPING ~ EXISTING INDEX CONTOUR W# ELEV. - - - EXISTING INTERMEDIATE CONTOUR / - EXISTING WATERLINE IP - EXISTING OVERHEAD POWER - EXISTING SEWER LINE PROPOSED BUILDING /1 f 1 EXISTING EVERGREEN TREE .> 7 j 21 1 A / rn 1 I " rÂ©' 1(// C l#r/// A \ 54/ \\3 ~ 1 7/ Mt\\4 1 v/ \\\ 1 \3Â«3 0/ , / J ' 3 1-1 1% C f / 1 /7 / CA , r- 1-7 r--7--~ w SM'.VE .SIS ~==s:Fi:'ll/'I l DESIGN CRITERIA ALL CONSTRUCTION METHODS PER 2015 IBC i LIVE FLOOR LOAD = 40 PSF LOFT LIGHT STORAGE LOAD = 125 PSF GROUND SNOW LOAD = 67 PSF ULTIMATE WIND LOAD = 175 MPH MINIMUM SEISMIC DESIGN CATEGORY = B (3 SECOND GUST, EXPOSURE C) 1692 BIG THOMPSON AVE ADDITION SUITE 200 - A e.. ESTES PARK, CO 80517 PH: (970) 586-2458 I - FAX: (970) 586-2459 cnEET TITLE: SITEPLAN 1300 ACACIA DRIVE =b.03~ CORNERSTONE CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU â€¢ â€¢ DIG, GRADE, OR EXCAVATE FOR THE MARKING OF DESIGNED BY KME APPROVED BY MST 1 JOB NO. 1 SHEET SHEET CUENT KEARNEY AND SONS ENGINEERING & SURVEYING, INC. UNDERGROUND MEMBER UTILITIES. DRAWN BY KME DATE APRIL 2018 ~ CHECKED BY MST SCALE AS SHOWN ~ 338008 -1 5 ENTERPRISES LLC COPYRIGHT - ALL RIGHTS RESERVED 2018 CORNERSTONE ENGINEERING & SURVEYING, INC. % . A .. 0, A A A '. .- - 1 - . .. ... . 0 A. . A . 0 ..... .. 0 - 1 , . - 1 I .A . : . 0 . I L e - . 0, . . 0 -- 4*4=.1 I . .... m. ----- .. lifil 0 0 0 0- 0.4 . A '.'f W. . I - 02 # , I.={.1-*.- : D , - U 01 . 7 â€¢ .. 1 ~- I 11 0 7 : ..illilli 3 i ~t 50 /0 ---- 3 0 , ,. ., 11 I ... 0 0. :. 0 mim - ' ' 1 1@1, . 11,41 47 hi t. 0 4, .. liEu rl A = . . I . A A . . I - I. ..... .k. 0 - I . 0 A- .. I . â€¢ 02 'C 0.00 STEEL BUILDING BY OTHERS 12 STEEL BUILDING BY OTHERS-t----3[2~ EXISTING ROOF ~ ~ ~ ~ u ~ -O ~~tdib-kilL['LiL_1 2111-0 11Â»91_11131121LL[-8 U=Emilz[ElunICULUOICEIEIGEEEUGUEU[JLJ d i ii &-1 1 Ell_jit_111[ULLLH LLULL]1]I-LI 'll N l' 1 1.11.11 1 1 Il Il U I ll ~1 ~ Ili 12 - ~ '~ " rr--i_Li-1--r--1-Â·-rÂ·Â·Â·r-r~-71-1 1 11 i ~ rr--71-T777 i I 1--7-77 1 1 1 1 li -7 UILDING CONNECTION *441~4044--~-P-Â»404UVA*-44144Â«All-rlt TO BE FIELD FIT - I - 1 4- ~~~W 18'-3" 1 - I 17'-10" ~ 14' 12' GARAGE DOOR ' ~ 1 11 4--1 11'-11" | [~~~1 L.~Q__1 10' GARAGE DOOR - | 1 E| El-- L-111.___1 ~| | 1 1222222~L___2LEUL_-2.-1--- NDING / -PROPOS D GRADE TO BE FIELD FIT TO ~ ~ ~ I ~-------~______._________________________~~~~__-1 ~ - 2 STEPS F OM GARAGE AY DOORS AND GRADED AWAY 4')<7' CONCRETE LANDING ELLIZILIEIZIEIZIZIEIUELLLIUILIUILIZII FROM TH DOORS OUTSIDE EGRESS DOOR i 1-Z-1 1 GARAGE T OFFICE 1 1 Id <71 4' 4 AREA FF = 101.75 6 EXISTING SHED TO BE- 8" Â· 4 OUTSIDE EGRESS DOOR 13- || 3068 .|| 1 ~1_[ EXISTING SHED TO BE COM-RTEDTOOF~:(44%/CONCRETE LANDI~21- --4Â« 7 - CONVERTED TO OFFICE --21 - - 4 -4-7--3--- 4 - FF=129.67-=--=-=-1 =4 2-4 2-0-JEZE 84 4 4 4- A , i I, v - - -3/ 7 ' 4. . A . ' ~ 0 1 1 IN <9 4 <1 ADJOINING GRADE T ADJOINING GRADE TO-j'~ MATCH LANDING MATCH LANDING '*7' CONCRETE LANDING OUTSIDE EGRESS DOOR WEST ELEVATION - NORTH ELEVATION SCALE 1/4"=1' SCALE 1/4"=1' STEEL BUILDING BY OTHERS-J STEEL BUILDING BY OTHERS-, 12 + - FT-1111117-0-0-+11131-1-1-fl-1-El. ~ -EXISTING OFFICE ROOF lilp#kijl- rEXISTING SHED TO BE BEHIND / CONVERTED TO OFFICE UZZIZIELL____-_~~_--__~ - 1 -122# OUILLILLIELLIZIE~~ 18'-3" 14' 1 12' GARAGE DOOR -MAN DOOR FPROPOSED GRADE TO BE FIELD FIT TO / GARAGE BAY DOORS AND~GRADED AWAY | ~/ FROM THE DOORS 4')(7' CONCRETE LANDING-1 84 8 A< OUTSIDE EGRESS DOOR - 4 .0 ---*Â» - 41 <3 -1- ....... 6 4 4 4 4 4 4 <3 4 4 1 2________1___i_n_=3____==____________________________4_212 C 4 SOUTH ELEVATION EAST ELEVATION - - SCALE 1/4"=1' SCALE 1/4"=1' - 3TANDIâ€¢9355-AW A-ry PANFt PANEL CUP -~ ~ ,-- 'INCACFO FC, f eut-*nov THERMALSPACER - \ Â· 4 (20 1.AvEB) BLOCK ~DESIGNCRITERIA . /4.00 REG/2//// $~:re.Â©,h-;~ r.,L-Â£-<> -' ' ------' 'STION METHODS PER 2015 IBC to/:. /A/LF t .4 . AD = 40 PSF hi 31759 )RAGE LOAD = 125 PSF / LOAD = 67 PSF Â»2. gigi 1 1 ~ u UNFACED FG L-PURUN 1-BANOING 4 4% i , ) LOAD = 175 MPH 4 0.0>-â€¢,eeâ€¢: JST, EXPOSURE C) INSULA NON Â¢ 151 LAYERi 1.CNG 1CONAL *99/VAL> lIC DESIGN CATEGORY = B L- WEI.181Â«Nt & VAPOR INTERIOR & TRAN EVERSE "4,0,1Utillll# RETARCER (CONCCALS PURLIN) - [2Â£1-5-=R-19+R-11Er----1 DATE. REVISION: BY: PROJECT TITLEÂ· 4.,4-", 1692 BIG THOMPSON AVE SUITE 200 1141 211 Know whafs below. KEARNEY SHOF PRE-ENGINEERED MEATL BUILDING ESTES PARK, CO 80517 OU ltÂ® Call before youdig. *~ ~~gl FAX: (970) 586-2459 PH: (970) 586-2458 -ROPEAWALLINSULATION_DETAIL- ELEVATIONS SHEET TITLE: VIOM CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU CORNERSTONE DIG, GRADE, OR EXCAVATE FOR THE MARKING OF DESIGNED BY KME APPROVED SY M T JOB NO. SHEET SHEET CLIENT KEARNEY AND SONS ENGINEERING & 5URVEYING, INC. UNDERGROUND MEMBER UTILITIES. DRAWN BY _KNE__ DATE _MBLEEL-- 25 COPYRIGHT - ALL RJGHTS RESERVED 338.008 ENTERPRISES LLC 2018 CORNERSTONE ENGINEERING & SURVEYING, INC. CHECKED BY 'AST SCALE AS SHOWN CES_Jobs\338_Kearney\338_008 Kearney Shop Addition\Kearney Shop FND_Mt.dwg, 8/8/2018 5:47:16 PM, HP88FF60 (HP DesianJet T830 24-in MFP) ... 0 . 7' 'X7' CONCRETE LANDING - ~ Â·Â·-~OUTSIDE EGRESS DOOR X AT GRADE I a (2) 1-3/4" X 11-7/8" 2.OE LVL HEADER-~~ 33' . 4 ... 7 r-SERVICE SINK EXISTING ROOF TO REMAII~ /-Â»tÂ» 1 Â· t Â· 4 .4 . 33 R38 INSULATIONa _-Â»afrf)~1192 1 3068 1 6030 I I 3020 - - 5'-6" -~- ~ 11' 12'-0~" Â·-~i~~~ ~~ FLOFTAREAACCESS .1 3068 11 I I l 1 603D 194 \ 1 1/lili THROUGH NEW | | | | | | 8| | | | |1 ~3020 ~ 1 ~ ~ -- Â«Â»Â»/--/ 8" DRYWALL STEEL STRUCTURE LSINK HEIGHT TO BE 34" 5'-9" FRAME 2X4 WALL-x / PRIVATE BATHROOM M-T 8" FLOOR SHEATHING~ STORAGE LOFT MAX. OVER EXISTING 7 NOT FOR PUBLICÂ»SE Il -fl|Ill|||||| BAU||||||| ~21 8 CONCRETE HALF WALL \ 44~ 61 I:kk-3~ 05' n /\ 8 61 1 El' OFFICE AREA V ~-LINOLEUM FLOORING FF = 100.67 1'-6" & - COVERING W/4" VINYL *WAWN##0AWAÂ¥##644**M#064*%*#M# 2 ANFILL EXISTING AREA = 528 SQ FT | ~ 1068 - BASE BOARD IN BATHROOM -111111111111111111111111 --i- GARAGE DOOR & AT UTILITY SINK 1 - f WITH 2X6 @16*Oc E- 1-3/4" X 11- 1/4" 2.OE-7 1 2868 EXISTING 2X6 FRAMED WALL - B" DRYWALL LVL@ 16" O.C. \ O 1111111111\'liliv'11111 W/ HARDY PLANK LAP SIDING BATH OFFICE W/& OSB SHEATHING - 4 r g 16 VEHICLE STORAGE/ 9 ACCESSIBLE ROUTE / 16' 21 INSULATION #/ GARAGE AREA - FIR OUT INSIDE OF CONCRETE-f g 1/2" DRYWALI LANDING W/STEPSÂ» ' WALL W/ 2X4 @ 16" OC, DOOR IN EXISTING -~ 3- 2 1> 2 STEPS OVER PT 2X6 FLOOR \ == R13 INSULATION &Â¢' DRYWALL ~ DOOR r--) CONCRETE HALF WALL 2 STEPS- DOWN FROM GARAGE ~- 44" lilli I 44" INFI,LL EXISTING GARAGE BAY DOORS 1 1 1 1 1 1 1 1-~1 1 lili 8" FLOOR SHEATHING-\ ~=5" CONCRETE SLAB EXISTING CONCRETE-1 : E JOIST W/ R21 4- 48" FF = 101.75 1 - 1, ~ ~ 44" STEM WALL \' m INSULATION .Â· E FF = 100.67 U 3068 1 IiI ~~~~~~~~~~~~~_~~~;~~~ li l li 1 lilli 1 1 -21-4 1 1 21 13058 1 Il 3068 I Â· [,0 ~. ~:~ Â·~.'Â· ~Â· ., ...,~ *. s :Â·~.~~.:; ~~ 'Â·0 'f ~,,'~ 4~':t~: ti '~It"'.':r-'IÂ·ft Id -STEEL FRAME BUILDING BY OTHERS----------~~~~ EXISTING 24"-~ CONCRETE SLAB 9 -SINGLE FACING EXIT LIGHT, 90 MIN BATTERY _ BACKUP AND GREEN LETTERING, LED, VOLTAGE SECTION A-A' 120, INSTALL PER NFPA 101 SCALE 1/4"=1' LOFT FRAMING AIR BARRIER PENETRATION TO BE SEALED IN AN SCALE 1/4"=1' APPROVED MANNER ALL SOURCES OF AIR LEAKAGE IN THE BUILDING THERMAL ENVELOPE TO BE SEALED TO MINIMIZE r-R-38 INSULATION AIR LEAKAGE - EXISTI~ 3 ROOF -O REIVIAII+~ - CO AND LIGHT MAINTENANCE 6 f.- STEELI FRAME BUILDING BY OTHERS ~ f-R.38 INSULATION . 42,1 MIN Â· - 54â€ž MIN - 39-41" ! 18" ~ ~-49-21 6" MAX -~ - 40' 1 3; GARAGE AREA - 36"MIN Â· ~ - 12" MIN | - 42" FF= 101.75 1 12 ~ n â‚¬ 3 1 AREA = 1360 SQ FT 1.. 6030 BATH 0 39-41" OFFICE 33-36" 1 )1 34' r-R-21 INSULATION ;' ~ ~ ~ < 33-36" - râ‚¬XISTING CONCRETE HEIGHT ~ HEIGHT 3068 ~ SLAB FLOOR Â· 3068 17-19" SEAT / 17-19" SEAT 1 1 *2357/694:*6#6486%41452/4564/8694255*251/32* Â·,2 Â©92/..L#:ZD~UZZ-tal-LM--iwnlfi-r..U~+1 m~-- ACCESSIBLE . BATHROOM DETAILS SECTION B-B' SCALE 1/2"=1' SCALE 1/4"=1' FLOORPLAN SCALE 1/4"=1' FRAMING NOTES FGARAGE STEEL / FRAME BY OTHER 1. CONSTRUCTION TO COMPLY WITH 2015 IBC (TYP) //2///f -5 - Z)- r-EXISTING STUD 2. ALL FRAMING LUMBER TO BE #2 HEM FIR OR BETTER /-~ SHEATHING 3. ALL EXTERIOR HEADERS TO BE (2) 2x10 GLUED AND NAILED w/ 16d NAILS @ 3" O.C. PERIMETER AND PACKED FULL WIDTH OF WALL UNLESS SPECIFIED / OTHERWISE 13068 DOOR <~- ..| ~ || 1FFICE ROOF | 4. ALL LVL HEADERS TO BE SIZED AS SHOWN AND GLUED AND NAILED @ 3" GARAGE DOOR ~ ~| ~ ~~ 1-3/4" X 11-1/4" 2.0E LVL BEHIND 1-1 - i - O.C. PACKED FULL WIDTH OF WALL (TYP) 6, 1 5. ALL WINDOW/DOOR OPENINGS TO HAVE (1) KING STUD FOR EVERY TWO (2) 1-3/4" X 11-7/8" 2.OE LVL HEADER-/ ATTIC ACCESS 3'-6" CONTINUE TO OUTER WALL FLOOR JOISTS/ROOF RAFTERS WITHIN THE SPAN OF THE HEADER AND (2) -4')(7' CONCRETE LANDING JACKS STUDS 4' 1-- OUTSIDE EGRESS DOOR 1 4 4_4 4 I@\ 94-- *3 - t.i_ < A T A A i.-y_L.L_.L->Lik U~~-BLOCKING 6. R-21 BIB INSULATION INSTALLED AT ALL EXTERIOR WALLS (TYP) AT GRADE Â· - ADD 2X6 STUD TO SILL PLATE 2 ..' - 7. FLOOR SHEATHING TO BE T&G OSB INSTALLED PERPENDICULAR TO 4 r-1 .-ATT 3 STCRAGE FLOOR JOISTS AND GLUE[~NAILED w# 8d RING SHANK NAILS @ 6" O.C. AREA EDGES AND 8" O.C. FIELD ~--GARAGE STEEL 1 11 11 lili ll 11 11 11 lili 11 11 11 11 11 11 lili 11 lili 11 Ill FGARACE STEEL FRAME BY CTHER 8. DO NOT SCALE DRAWINGS-CONTACT DESIGNER FOR ~-1--- FRAME BY CTHER | MISSING/INCONSISTENT DIMENSIONS OFFICE BEHINC O 1 11 11 11 U 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 1 . 3- r-EXISTING SILL PLATE , 0...64, 4.,0% ALL CONSTRUCTION METHODS PER 2015 IBC GARAGEFF= 10175 3068 1 DESIGN CRITERIA 00*?117'*~47, 2X8 PRESSURE TREATED TO SET -'--1 2-1 OFFICE FF = 100.67 BEHIND ~ 7'& 14. DIRECTLY ON EXISTING 11 11 11 11 11 CONCRETE FLOOR 116"CI.C.-\P\ 11 11 11 11 11 11 11 11 11 11 11 11 ~ 23 Â«ISTING 2*6 ''' f-~~t~# ~&4~ p~~&% LIVE FLOOR LOAD=40 PSF ATTIC STORAGE AREA IS CONSIDERED UNOCCUPIED SPACE FRAME WALL LOFT LIGHT STORAGE LOAD = 125 PSF AND IS TO BE ACCESSED BY LADDER INFILL EXISTING - GROUND SNOW LOAD = 67 PSF Li 51759 48 16' ATTIC ACCESS DETAIL GARAGE DOOR WITH 2X6 @le' OC 1%.flehse:Â·2 ULTIMATE WIND LOAD = 175 MPH 1 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 1 SECTION C-C' LOFT FRAMING DETAIL r**Â»WA-Cils,166Â» (3 SECOND GUST, EXPOSURE C) MINIMUM SEISMIC DESIGN CATEGORY = B SCALE 1/4"=1' SCALE 1"=1' 04//imlittmm%*Â«Â«Â» 2 STEPS--Â·.-~ 1 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 2-tr 1 11 11 11 DATE: REVISION: BY. PROJECT TITLE: 444'b 1692 BIG THOMPSON AVE 1 EW I I.Â® Call before you dig. FAX: (970) 586-2459 f.. ...3 Know whafs below. KEARNEY SHOP ADDITION ESTES PARK, CO 80517 SUITE 200 1 11 Â£1 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 # 11 1 11 11 11 4#4 -f , PH: (970) 586-2458 1 3068 4.4: S ZET TITLE: lili FLOORPLAN AND FRAMING -STEEL FRAME BUILDING BY OTI IERS . ~ - CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU I CORNERSTONE FLOOR FRAMING DIG, GRADE, OR EXCAVATE FOR THE MARKING OF DESIGNED BY KME APPROVED BY MST JOB NO. SHEET SHEET CLIENT KEARNEY AND SONS ENGINEERING & SURVEYING. INC. UNDERGROUND MEMBER UTILITIES. DRAWN BY KME DATE APRIL 2018 35 SCALE 1/4"=1' 338.008 ENTERPRISES LLC 2018 CORNERSTONE ENGINEERING & SURVEYING, INC. CHECKED BY MST SCALE AS SHOWN COPYRIGHT - ALL RIGHTS RESERVED CES_Jobs\338_Kearney\338_008 Kearney Shop Addition\Kearney Shop FND_Mt.dwg, 8/8/2018 5:41:05 PM, HP88FF60 (HP DesignJet T830 24-in MFP) GARAGE DOOR GARAGE DOOR FOUNDATION DESIGN -FOOTINGS- DESIGN OF FOOTINGS IS BASED ON A MAXIMUM ALLOWABLE BEARING PRESSURE OF 10,000 PSF ON THE CRYSTALLINE GRANITE BEDROCK, BELOW FROST DEPTH BASED ON DEAD LOAD PLUS HALF LIVE LOAD. _ _ 33' - -1 ALL FOOTINGS TO BE SET ON UNDISTURBED SOIL OR BED ROCK. 1"POLYSTYRENE -ANCHOR BOLTS- - INSULATION -n ANCHOR BOLT DIAMETER AND LOCATION TO BE PER PREMO STEEL BUILDING PLANS FOR 130 BROOK DRIVE. r.j JOB #10326 5" CONCRETE SLAB w/ 6x6 /- STEEL BUILDING BY Wl.4xwl.4 WELDED WIRE FABRIC 5" CONCRETE SLAB 8" AT DOOR OPENING DESIGN IS BASED ON "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"(ACI 318-99). ~- OTHERS THICKEN SLAB TO REINFORCED CONCRETE: OR FIBER MESH REINFORCEMENT W/ 4'b<4" V\/2.9xW2.9 , CONCRETE WORK SHALL CONFORM TO "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE" (ACI (TYP) WELDED FABRIC (TYP) ~ 301-96). STRUCTURAL. CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES: '4/ i N>' ~ FF 101.75' /. h '1- d" EXPANSION JOINT EXISTING FOUNDATION-- ~~ 4 FF/TOW EL = 101.75 , 1 'I . fc, psi W/C Maximum Slump Entrained Air Cement Admixtures, . Â· 8" be'' 6 **%59 TOW 101.08' ~ Intended Use 28day Ratio Aggregate inches Per cent Type Comments 1 1Â»44% 1 IRM\Â»U ALL BACKFILL TO BE by#LA+~AL.~.:\V . 30" MIN. Footings 3,000 .5 3/4" Stone 6 2-4% 1/It STRUCTURAL BACKFILL 2 #ms,~marÂ»-ir>~-_ COMPACTED TO 95% Z-----19 1 OR SHOP FF=100.67 COMPACTED TO 95% 5 ,\4&\84\H.3* STANDARD PROCTORPr- Walls 4,500 .5 3/4" Stone 4 6-8% 1/11 PROCTOR (2') 2" POLYSTYRENE ~MISV-= S,UCBAR @ BEDROCK Ext slab on grade 3,500 .45 3/4" Stone 4 6-8% 1/11 16' 30" MIN OR INSULATION #4 REBAR @ '1 -4 :4'. - 13" Int slab on grade 3,500 .5 3/4" Stone 4 24% 1/11 Fibermesh (2' MIN.) 2- -~-: I BEDROCK 48"0.C. -- EPOXY DOWEL PROPOSED- FOUNDATION TO EXISTING POLYSTYRENE #.il Unnl-7/hkl-TAI DETAILING, FABRICATIONS, AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE FOUNDATION SLAB A615, AND SHALL BE GRADE 60, EXCEPT TIES OR BARS SHOWN TO BE FIELD-BENT, WHICH SHALL BE GRADE INSULATION WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. REINFORCING BARS SHALL CONFORM TO ASâ„¢ MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315-80). 48" O.C. WALL i 4' MAKE HORIZONTAL BARS CONTINUOUS OR PROVIDE MATCHING CORNER BARS, AROUND OPENINGS IN #4 REBAR @ ~.._.---- 40. AT SPLICES, LAP BARS 50 DIAMETERS UNLESS NOTED OTHERWISE. AT CORNERS AND INTERSECTIONS, 1,1.-~ N <H' <4 WALLS AND SLABS, PROVIDE 2-#5, EXTENDING 2'-0" BEYOND EDGE OF OPENING. IN CONTINUOUS MEMBERS, 16' 16' SECTION B-B' SPLICE TOP BARS AT MID-SPAN AND SPLICE BOTTOM BARS OVER SUPPORTS. PROVIDE INTERMITTENT (3) #4 REBAR <- 6" SHEAR KEYS AT ALL CONSTRUCTION JOINTS AND ELSEWHERE AS SHOWN ON THE DRAWINGS. [14~ 1,-2,1 CONT. 1 FOOTER TO UNDISTURBED EXCEPT AS NOTED ON THE DRAWINGS, CONCRETE PROTECTION FOR REINFORCEMENT IN CAST-IN-PLACE 1,-Yfl_ 13 Â» 16" SOIL OR BEDROCK WALL DETAIL CONCRETE SHALL BE AS FOLLOWS. _ _- 12% -ezzj l 5 G < -- SECTION A-A' NOT TO SCALE A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" 'H B. EXPOSED TO EARTH OR WEATHER: WALL DETAIL r-Al + 4 #5 BAR, W31 OR D31 WIRE, AND SMALLER 1-1/2" C. NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: NOT TO SCALE BEAMS, COLUMNS: SLABS, WALLS, JOISTS.#11 BARANDSMALLER 314' PRIMARY REINFORCEMENT 1-1/2" STIRRUPS, TIES, SPIKALS 1-1/2" ANCHOR BOLT LOCATIONS PER BY FIBERMESH CO. PER ASTM C-1116 TYPE 111 4 1.3 AND ASTM C-1116 PERFORMANCE LEVEL ONE, 1.5 LBS THE PREMOSTEEL BUILDING PER CUBIC YARD OF CONCRETE. 8. 1 1 FIBERMESH ADMIXTURE SHALL BE 100% VIRGIN POLYPROPYLENE, FIBRILLATED FIBERS AS MANUFACTURED DRAWINGS, ANCHOR BOLT LENGTH 1"POLYSTYRENE PER TABLE 1" POLYSTYRENE ANCHOR BOLTS FOR BEAM AND COLUMN BEARING PLATES SHALL BE PLACED WITH SETTING TEMPLATES. INSULATION -~ INSULATION -1 20' 5" CONCRETE SLAB w# 6x6 ~ ~- STEEL BUILDING BY 5" CONCRETE SLAB w/ 6x6 FOUNDATION CONSTRUCTION C.J r.j A REPRESENTATIVE OF THE ENGINEER SHOULD OBSERVE THE FOUNDATION EXCAVATION PRIOR TO 8,1 - -- Wl.4xWl.4 WELDED WIRE FABRIC \ OTHERS Wl.4xWl.4 WELDED WIRE FABRIC 101 OR FIBER MESH REINFORCEMENT OR FIBER MESH REINFORCEMENT f= - (TYP) -ill. 1+ ~ FF/TOWEL = 101.75 , 9 ~ FF/TOW EL - 101,75 -~~~~ _ - STEEL BUILDING BY 2 OTHERS 6" MIN. MIN. / E-1 4 Ill-,T-4.4.-21 V V STRUCTURAL BACKFILL COMPACTED TO 95% PROCTOR . 11 1 .aw*in;h STRUCTURAL BACKFILE~'7:%~,1-j~-~â€¢a\3183- COMPACTED TO 95% PROCTOR 0 63211--7.. 1,4-les/\\cap>.~. 1'-53. -- - . 9.4 + *Bij*993r 1 Tr-g/Ime,m~,ir~ 11-111-111 12" O.C. VERTICAL .1 .. 12" O.C. VERTICAL #4 REBAR HOOPS AT - ~ 2 i- 7-, ~Â· 33~~Ef44~14/f/~~~3sr #4 REBAR HOOPS AT ~'~~~fÂ»EÂ« fol v T 9,1 11- 1 0)#5 REBAR VERTICAL - M 30" MIN OR 49 Â·. n 2'-2" (4) #5 REBAR VERTICAL -%f: i i I WITH 6" FOOT ___Mz ' BEDROCK WITH 6" FOOT ., L I V GARAGE FF=101.75 1*-8 ~ ~Tti 40 ..4 30" MIN OR GARAGE DOOR INSULATION REBAR @ 18" O.C. 1-12 ' (2' MIN.) 2" POLYSTYRENE - @1 :'41*-~ #4 HORIZONTAL (2' MIN.) 2" POLYSTYRENE - DIAMETER LENGTH -f :f=J 1'-2" BEDROCK ANCHOR BOLT EMBEDMENT LENGTH DROP WALL 5" 1 4 2'-4" - ~ - #4 REBAR @ __~r-2 e . I INSULATION f . .1 r i I 5/8" 7" I 1'-8" - 48" O.C. WALL 54' - P ..........'... 2 98.25 ~ 9 ~71 98.25 ~ 3/4" 10" L. c 7/8" 10" 19 8" ./2/52 3 8" =1 1 (2) #4 REBAR- ..4 . .Â»2-1 1 (3) #4 REBAR~ Â· - EACHWAY CONT. ~ ~A ~ SEE PREMOSTEEL BUILDING PLANS FOR (3) 44 REBAR /11542Â«L FOOTER TO UNDISTURBED p-- 22" ---~ ~ FOOTER TO UNDISTURBED ANCHOR BOLT LOCATION AND SIZE CONT. SOIL OR BEDROCK 1 SOIL OR BEDROCK 34" SECTION C-C' SECTION D-D' WALL DETAIL (11 WALL DETAIL /33 CONCRETE SLAB NOT TO SCALE NOT TO SCALE 12' 20' WIDEN STEM WALL 1-0 10" FOR 8" | ~- 2xS WALL (TYP) j-~ STEEL BUILDING ~ 2*6 WALL (TYP) W/ (2) #4 HOOPS (4X7) AROUND ANCHOR BOLTS i #4 HORIZONTAL 1/2" EXPANSION / FRAME BY OTHERS ~ 1'-8" 1 1'=" - - % b_ _ <z x. FLOOR 5" CONCRETE SLAB wl 6*6 7= r- 2,(6 WALL (TYP) EITHER SIDE OF GARAGE DOOR REBAR TOP & BOTTOM JOINT (TYP) 7 ru #4 REBAR @ -Lt. - JOISTS Wl.4xWl.4 WELDED WIRE FABRIC 2X4 WALL - EXISTING 24" O.C OR FIBER MESH REINFORCEMENT .-3\ l I r-~_ ~ ~ Â· ~ - STEM WALL 1'-11" : FF =100.67 ~ - CONCRETE (TYP) + 11 n j - 2X8 PT FLOOR ~ EPOXY DOWEL REBAR 12" #4 HORIZONTAL 10"|2 - Al Â£ JOIST ON EXISTING INTO EXISTING SLABX~ .. 2x8 FLOOR 10-2" 11'-8"~ 1 - I 10'-2" '. 1' .. CONCRETE SLAB n -~ . '- 8" 3' - EXISTING 4" ~ FF/TOWEL = 101.75 F JOISTS 8, 'D ~ . - FLOOR SLAB > TOW= 101.08 LGARAGE DOOR N ~ FF = 100.67 REBAR TOP & BOTTOM 1 6 CONCRETE 1'-11" , p TOW= 101.08 .....1 1 Va \9 .... TOF = 98.08 TOF = 98.08 DROP WALL 5" - ..'...1. , / ~-\.----- . X ~. 99\Â« Â¢ (3) #4 REBAR /~ FF = 100.67 ~ . . .. . 4. 1,-2" 60 I 2 2, . 0 4 VT**a\Â»2 HOOPS f EXISTING 4" EXISTING 4" Â· 30" MIN (4) #5 REBAR VERTICAL -<0 . I # . 0 . .. I # ' I FOUNDATION PLAN CONCRETE Â·Â· ~ EXISTING 24" SLAB , ~ - BASE PLATE C PER FLOOR SLAB ' Â· . Â· 4.0 . 24" DEPTH At 'Â· 0 2 1 FROST 1 CONCRETE SCALE 1/4'=1' WITH 6" FOOT FLOOR SLAB ' 7 4.t /1 1 4/ 1 PREMO STEEL ~1- STEEL BUILDING BY EPOXY DOWEL REBAR 12" --' ~ 4. e .1. ' Â· Â· Â· 4 / 7 . BUILDINGS SECTION G-G" INTO EXISTING SLAB : 7 . 1 ' 1 0 OTHERS I - , 4' â€¢11 (2) #4 HOOPS - SLAB EXISTING SLAB FOUNDATION /-31 ~-Â·Â·---- EXISTING 24" SLAB ~ 5" POUR OVER 4"X7" @ GARAGE DOORS BEARS ON NOT TO SCALE BEDROCK ~ **MMmr##47 #4 HORZ @- 1 NOTES: 18" O.C. .2 \24+WÂ¥. ir.,0â€ž7. d'.5% SECTION E-E' SECTION H-H' 1 CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2015 EDITION OF THE INTERNATIONAL NOT TO SCALE #4 REBAR @ - 30" MIN OR EXISTING FOUNDATION 021 :U iT i *f/V vt<61 FOUNDATION r-*3 BUILDING CODE (IBC). THE ABOVE SHALL GOVERN EXCEPT WHERE THE CONSTRUCTION 48" O.C. WALL BEDROCK ti , 31759 jel DOCUMENTS ARE MORE RESTRICTIVE. NOT TO SCALE 942. 818 119*.49 2. ALL STRUCTURAL BACK FILL MUST BE COMPACTED TO 95% STANDARD PROCTOR. 8" (3) #4 REBAR- '%41/ON AL 4*6Â· â‚¬6494.......13.2.410 3. CONTROL JOINTS ARE RECOMMENDED @ 10' O.C. IN EACH DIRECTION AND HAVE A MINIMUM DEPTH CONT. - OF 1". INTERIOR CONTROL JOINTS MUST BE TOOLED IN (NOT CUT) TO AVOID CUTTING KADIANT DESIGN CRITERIA 4'j~1!1&tmO\\' HEAT TUBING. / gij ! LL, 1 ha, 4. ALL FOUNDATIONS REQUIRE SUBSOIL DRAINAGE SYSTEMS, PER IRC, 1807.4.2, AND ARE SECTION F-F' DATE: REVISION' BY: CONSIDERED PART OF THE FOUNDATION SYSTEM DESIGN. SUBSOIL DRAIN WATER SHALL NOT LIVE FLOOR LOAD = 40 PSF SPI .1. Know whafs below. - le: ESTES PARK, CO 80517 ALL CONSTRUCTION METHODS PER 2015 IBC .... 1692 BIG THOMPSON A' PROJECT TITLE: DISCHARGE INTO THE PUBLIC SEWER SYSTEM. SEE FOUNDATION DRAIN DETAIL. WALL DETAIL r-Ph KEARNEY SHOP ADDITION SUITE 200 LOFT LIGHT STORAGE LOAD = 125 PSF 2:W IN~Â® Call before you dig. ~ '~ ~~~ FAX: (970) 586-2459 5. ALL FOOTINGS AND EXTERIOR DECK PIERS TO BEAR ON UNDISTURBED SOIL NOT TO SCALE GROUND SNOW LOAD = 67 PSF .Fg / - PH: (970) 586-2458 ULTIMATE WIND LOAD = 175 MPH FOUNDATION PLAN ..1 -/.7 arNEET TITLE: (3 SECOND GUST, EXPOSURE C) i'.Ar-P;.P MINIMUM SEISMIC DESIGN CATEGORY .8 - CORNERSTONE CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU ~ DIG, GRADE, OR EXCAVATE FOR THE MARKING OF DESIGNED BY KME APPROVED BY MST JOB NO. SHEET SHEET CLIENT: KEARNEY AND SONS ENGINEERING & SURVEYING, INC. UNDERGROUND MEMBER UTILITIES. DRAWN BY KME DATE APRIL 2018 45 2018 CORNERSTONE ENGINEERING & SURVEYING, INC. 338,008 ENTERPRISES LLC CHECKED BY MST SCALE AS SHOWN COPYRIGHT - ALL RIGHTS RESERVED ES_Jobs\338_Kearney\338_008 Kearney Shop Addition\Kearney Shop FND_Mt.dwg, 8/8/2018 5:42:27 PM, HP88FF60 (HP DesignJet T830 24-in MFP) 2 1 9% O -432 : PLUMBING FIXTURE SCHEDULE ID DESCRIPTION MANUFACTURER MODEL COLOR FINISH FITTINGS MANUFACTURER MODEL COLOR FINISH WC-1 WATER CLOSET (ACCESSIBLE) KOHLER K-3658 WHITE SEAT KOHLER K-4731-C WHITE g-REFER TO CIVIL SITE PLAN FOR CONTINUATION L-1 LAVATORY (WALL HUNG) KOHLER K-2005 WHITE FAUCET DELTA 35996LF CHROME SERVICE SINK --- ~4" GCO (2-WAY) i" K COPPER CW----Â· C~-3" SS EWH ELECTRIC WATER HEATER EEMAX --- N/A g-1-1/2" V RISE El-1/2" SS /. 1 1 - 1/1 / \ O PLUMBING KEY NOTES: 1. 3/4" CW RISE TO BACKFLOW PREVENTER, PRV,METER 1/2" CW-- 3. 1/2" CWTO EWH 2. 1/2" CWTOWC-1 .3" SS 6. 1/2" CW / 1/2" HW TO L-2, 1-1/2" SS DOWN 4. 3"x 1-1/2"Y 7 i AL ) wc-1 5. 1/2" CW/1/2" HWTO L-1,1-1/2" SSDOWN 1-1/2" V RISE-~~/ tz:f.T~) 7. 3" W DOWN, 1-1/2" V RISE C = - == 1 3068 T ~-1-1/2" V MECHANICAL HVAC SYSTEM 1) GARAGE AREA, 1 EACH - UNIT HEATER, GAS, CAPACITY = 100,000 KBTU/H f.~ 1 PROPOSED 90% EFFICIENCY EC, REQUIRED EFFICIENCY = 80% Ec FANS: 1 SUPPLY, SINGLE ZONE VAV, 15000 CFM, 0.5 MOTOR NAMEPLATE HP 1-1/2" V~ | | 1) OFFICE AREA, 1 EACH - DUCT FURNACE, GAS, CAPACITY = 30,000 KBTU/H 31 WC-1 IA PROPOSED 92% EFFICIENCY EC, REQUIRED EFFICIENCY= 80% EC . //1 - j k FANSÂ· 1 SUPPLY, SINGLE ZONE VAV, 15000 CFM, 0.5 MOTOR -1 T/ Â«-1/2" CW NAMEPLATE HP rATzy ON / / i_-~12' b\\Al ~-BACKFLOW 1 ~ Â« PREVENTER, 3' SEr-/ 1/2" HWn L-1 \\ /' PRV, METER 1/2" CW- EWH L-2~~\ I\F\\\ / 1/2" Cy-k ~ 40' GARAGE AREA EM\\ / FF = 101,75 AREA = 1360 SQ FT 1 //1 /1 \-1-1 /21' SS \13 \\\/ 1/ 34' PLUMBING ISOMETRIC NOT TO SCALE Â® !3068 DOOR I GARAGE DOOR ~ .. .. I I .......' 001?11MN,#74 PLUMBING PLAN 431%Â·gâ€ž i 2 00% 40 RER,9% SCALE 1/4"=1' 04 31759 ic-- ,. 4,? 18 j 16 Ati . .:%5, d '4.176*00.6Â©fft/. DESIGN CRITERIA SUITE 200 DATE: REVISION: BY: ALL CONSTRUCTION METHODS PER 2015 IBC . PROJECT TITLE: 1692 BIG THOMPSON AVE LIVE FLOOR LOAD = 40 PSF .- II Know whafs below. KEARNEY SHOP ADDITION LOFT LIGHT STOFU\GE LOAD = 125 PSF 1/ 'ljÂ® Call before you dig. SHEET TITLE: ~ ~0fi.; FAX: (970) 586-2459 ESTES PARK, CO 80517 GROUND SNOW LOAD = 67 PSF Il ma -- # PH: (970) 586-2458 ULTIMATE WIND LOAD = 175 MPH PLUMBING PLAN rt/- (3 SECOND GUST, EXPOSURE 9 - CORNERSTONE MINIMUM SEISMIC DESIGN CATEGORY = 8 - < CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU â€¢ . DIG, GRADE, OR EXCAVATE FOR THE MARKING OF DESIGNED BY KME APPROVED BY MST JOB NO. SHEET SHEET CLIENT KEARNEY AND SONS ENGINEERING & SURVEYING, INC. UNDERGROUND MEMBER UTILITIES. DRAWN BY KME DATE APRIL 2018 338.008 55 ENTERPRISES LLC CHECKED BY MST SCALE ASSHOWN COPYRIGHT - ALL RIGHTS RESERVED 2018 CORNERSTONE ENGINEERING &SURVEYING, INC. S_Jobs\338_Kearney\338_008 Kearney Shop Addition\Kearney Shop FND_Mt.dwg, 8/8/2018 5:43:44 PM, HP88FF60 (HP DesignJet T830 24-in MFP) GARAGE DOOR i GARAGE DOOR