The URL can be used to link to this page

Home My WebLink Aboutpitkin.eh.246536200003 (2013)Document Layout (From Most Recent to Oldest Permit) Permit Application Log Sheet/Notes & Photos Communications As -built Design Engineer Design Soil Information Water Permit & Information Second System on property Third System etc. Floor Plans Please See Building and Land Use Approvals Files for additional information. � � 1T'KIlN Cot NTS &SITE WASTEWATER TREAT*NT SYSTEM (OWTS) CONSTRUCTION PERMIT 76 Service Center Rd Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5374 Permit #: 0020.2013.POWT Parcel ID #: 2465-362-00-003 Permit Issued: []NEW CDU ❑REPAIR ❑REMODEL/ADDITION ®TANK ONLY []FIELD ONLY ❑AMENDMENT Owner(s): Franz T Stone V & Maigin L Stone Property Address: 2000 Bear Ridge Road Legal Description: Lot 1, M/B Sopris Creek Size of Lot: 35.27 Acres Detached Accessory Unit: ❑YFS ®No Size of Building: 1870 ftz Sq. Ft. Size of Accessory Unit: Sq. Ft. Designed By: All Service Septic Project #: C1040 Dated: 6124113 Phone #: 970-618-5033 Mailing Address: PO Box 2844 Glenwood Springs, CO Fax #: 303-216-2796 Email Address: Carla.Ostberg@gmail.com Perc Rate: N/A Profile Hole Depth: N/A Depth to Groundwater or Bedrock: Minimum Tank Capacity: Minimum Absorption Area: Permit Conditions: This OWTS Construction Permit is approved on the condition of compliance with the engineer design as submitted with the application and the specifications cited above. Changes must be approved by this Department and the engineer prior to construction. This additional 1000 gallon 2 -compartment tank will serve the new barn bathroom. The field area is large enough to handle the additional load. An Orenco PF -50 Biotube pump or equivalent will be installed in the 2nd chamber of the tank to move effluent up to the original 1500 gallon tank near the house. The tank must be at least 10' from a property line or water supply line, and 50' to the well. This Permit must be kept on-site during installation. The engineer must do a final inspection of the installation and submit an "as -built" letter to this Department within 30 days of the final inspection, unless a longer period of time has been agreed upon, in writing. This Department must also be called for the final inspection with a minimum of 48 hours notice. Minimum horizontal distances between components of the system and physical features shall conform to the requirements of the Pitkin County OWTS Regulation. This Permit is conditioned upon the property owner(s) providing for regular inspection, cleaning, and maintenance of the system by qualified personnel, in accordance with the manufacturers recommendations and the requirements of the Pitkin County OWTS Regulation. Issuance of this OWTS Construction Permit does not constitute a guarantee, warranty, or representation by the Department that the system will operate properly or will not fail. Issuance of this permit does not imply compliance with Pitkin County building and/or land use regulations, nor guarantee issuance of building and/or land use permits. THIS PERMIT IS EXPRESSLY CONDITIONED UPON COMPLIANCE WITH ALL REQUIREMENTS OF THE PITKIN COUNTY OWTS REGULATION, INCLUDING BUT NOT LIMITED TO THOSE CONDITIONS SPECIFIED ABOVE. Plans and specifications for the proposed OWTS have been reviewed and are considered satisfactory. Permission is hereby given to the property owner(s) to perform the work indicated in accordance with the Pitkin County OWTS Regulation. This Permit will expire 1 year from the date of issuance unless construction on the system has commenced. An "as -built' drawing must be submitted and approved by EH before final approval of the system will be issued. Issued By: Bryan Daugherty, REHS Date: 7/9/13 Expires: 7/9/14 0 A A L L 33 For Wheel Drive Rd AL CerborMale, co /lbt3 na�r�stsv S 11[h " August 29, 2015 Franz Stone 2000 Bear Ridge Road Basalt, CO 81621 Septic Tank Addition — Proposed Pool House 2000 Bear Ridge Road Pitkin County, Colorado OWTS Construction Permit Number 0020.2013.POW7 Franz, Project No. C1040 ALL SERVICE septic, LLC observed the installation of the onsite wastewater treatment system (OWTS) on April 4 and August 26, 2015 for the subject property. Aspen Digger installed the system. The new OWTS will serve a proposed pool house with a toilet, lavatory, and shower. This pool house will be an accessory use to the 3 -bedroom main house. The installation included a new 1000 -gallon, two-compartment Valley Precast concrete septic tank with an OrencoO pumping system in the second compartment. A PF3005 Orenco® pump was installed. There is an effluent filter inside the second compartment of the septic tank. This filter must be cleaned annually, or as needed. The control panel for the pump was installed within line of sight of the septic tank. Valley Precast personnel performed start-up on the pump. Effluent is pumped via a 2 -inch diameter pump line to the existing OWTS serving the residence. The 2 - inch line transitions to a 4 -inch clean out near the existing septic tank. The record drawing has been provided by the installer. The existing OWTS consists of one 1500 -gallon, two-compartment septic tank with an effluent filter on the outlet. Effluent gravity flows to a distribution box and five gravelless chamber trenches, each with 25 'Quick 4' Infiltrator® chambers for a total of 1234 square feet of infiltrative area. Individual Sewage Disposal Permit 04090 documents this system. The OWTS was generally installed according to specifications. This observation is not a guarantee of workmanship and/or parts and materials. ALL SERVICE septic, LLC should be notified if changes are made to the OWTS in the future. Any additional OWTS construction must be according to the county regulations. LIMITS: Observations are limited to components that are visible at the time of the inspection. The installer must have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. The quality of the installation is dependent of the expertise of the installer, soil type, and weather conditions. Please call with questions. t) n u Sincerely, ALL SERVICE septic, LLC OO -'q ( aaf&A8 Carla Ostberg, MPH, REHS Reviewed A Richard H 0 Existing residence New construction Transition from 2" to 4" sewer line I\' f �I •,� e �. s x r 0 0 Clean out L� .4 00 NOT O/STb"l YSOBT./T/ON OUTS/OB �,� >>_ Td6 /CT/Y/17' ddi2LOPL• - - 0_3_ 50.6 ID TKd mxrr ..vm � � wm o w.w rm a rn.o. w .cnary o-�aoa IYlI SM P Mrn l Mm CYECf x..0 n .cm n owac �� . ar-n A �t1A[ M my DCT 60V emu awns. uaMts� ,�. o srnw x m.+w . ww, •..a n a+ a w..w ... EPROPOSED FOOTPRINT 1,925 S.F. AREA CF REGRADING . TrSM Y�FTm. — _ ROAD CULVERT W I ••]nY,A�f �w•W . A, Pun [mn, Pn ma ,.vav'• aiu• w Wun w IMOa. 'ifba�•�>.•w w. lsl n.s��i ' w nvw,• :ate•"®��"• ROAD' CULVERT s S PROPERTY LINE L-- 100 � �..r�• • PROPERTY LINE UT,j Y EASEMENT BEAR RIDGE -� 5 80•pp 00 W 279 00 ROAD N w •_ as NOTENO TREES 0 R VI DBH TO 8E REMOVED W� E w—� �, •__ NOTE: ALL ITHE ACTIVITY ENVELOPE MAPPED —'•— PROPOSED ACTIN TV ENVELOPE WINTER ^•-- AS TER RANGE FOR MULE DEERR AND ELK �• n . NOTE: TOTAL AREA OF DISTURBANCE IS LESS THAN S •�, �•� Sr — 1 —ONE -Cl) ACRE. IN AREA > 20,000.00 S.F. Ah AdL NSITE WASTEWATER TREATMERF SYSTEM (OWTS) rxfNR CONSTRUCTION PERMIT APPLICATION 76 Service Center Rd Aspen, CO 81611 Phone: 970.920.5070 Fax: 970.920.5374 Parcel ID# (available from the Pitkin County Assessor's Office 970.920.5190 or at www.oitkinassessor.orpl: Zy 6 - 5 3 -200 - 0O3 Purpose of Permit: ❑ NEW ❑ REPAIR DUE TO FAILURE ❑ REMODEL/ADDrnON TANK ONLY ❑ FIELD ONLY Cost of System Repair or RemodeVAddilion (approximate): Detached Accessory Unit? 0YF5 [I NO Property Address: 2� 8E I F L CO O p 162-1 Lot: I Block: Filing: Subdivision: ry 1 t ,t t3 S01PRIS Water Souroe: PRIVATE WELL ❑ SURFACE WATER ❑ SPRING ❑ COMMUNITY/PUBLIC WATER SYSTEM Name of Community/Public Water System (it applicable): Property Owner(s)': TS IN L Email Address: STDNE z a e� � Owner's MeilingCity, L dress: D FaE State, Zip: ^` ^ LT COVV B �iJ�i" Mailing Address:PD ( City, State, Zip:. Home Phone: � 2� -2030 Business Phone: J/�7V 92-^ 'Contact in/ormation must be provided for the owner signing this application. Building Permit # (if applicable): Lot Size (in acres): 35-. ^ 7- O Size of Building (square feet): /37-0 D TO Number of Potential Bedrooms: Detached Accessory Unit? 0YF5 [I NO Size of Accessory Unit (square feet): Number of Potential Bedrooms In or Fixture List for the Accessory Unit: NK L H W Water Souroe: PRIVATE WELL ❑ SURFACE WATER ❑ SPRING ❑ COMMUNITY/PUBLIC WATER SYSTEM Name of Community/Public Water System (it applicable): Engineering FirmAtLS(eSWV ba ' ttlill mr: D O req Phone Number:61 _ ax Num r:3 216 -LT/ Mailing Address:PD ( City, State, Zip:. el Co ZI 02-- PLEASE READ BEFORE SIGNING: I certify that the above information Is complete and accurate and that I have provided complete and accurate Information In all of the documents Included In my application package. I acknowledge that EHINR may revoke any permit I am Issued H my application Is found to contain any Inaccurate, false, or misleading Information. I understand that no construction may be undertaken on an OWTS until an OWTS Construction Permit is Issued. gnatu ( quired): Date: �Z 13 Ap scant Signature: Date: Received by ENMR Staff: Fee 8 Receipt #: Date: (: 0VVT1March8,2008NEWREGS\0t5ce Admm\Forms\UvvTS LoretVorms\UWIS constiuct,ori permit applicationxis upon;+:: 111,MM June 24, 2013 0 PO Box 2844 Glenwood Spring; CO 81602 Ph 970.618.5033 Fix 303-21627% Franz Stone 2000 Bear Ridge Road Basalt, CO 81621 Septic Tank Addition 2000 Bear Ridge Road Pitkin County, Colorado Franz, is Project No. C1040 As requested, ALL SERVICE septic, LLC has specified and septic tank and pump to serve a proposed pool house. The existing 3 -bedroom residence is currently served by an existing onsite wastewater treatment system (OWTS). There is a private well on the property. The new tank must be located a minimum of 50 -feet from the existing well. The existing OWTS consists of one 1500 -gallon, two-compartment septic tank with an effluent filter on the outlet. Effluent gravity flows to a distribution box and five gravelless chamber trenches, each with 25 `Quick 4' Infiltrator® chambers for a total of 1234 square feet of infiltrative area. Individual Sewage Disposal Permit 04090 documents this system. A pool house consisting of a toilet, sink, and shower is proposed. A 1000 -gallon, two-compartment septic tank should be installed with an Oren Biotube® pump vault in the second compartment. We recommend an Orenco® PF -50 pump, but other pumps may be considered. The pump must be able to pump 40 feet elevation gain and a distance of 350 feet. A 2" line should be plumbed to the existing 1500 -gallon septic tank that serves the existing residence. The line should have sufficient drain -back into the tank when the pump kicks off and be well -bedded with good material to eliminate the possibility of settling. The alarm for the pump should be located in an area where it can be heard and within line of sight to the tank. Construction must be according to Pitkin County Onsite Wastewater Treatment System Regulations, the OWTS Construction Permit provided by Pitkin County Environmental Health Department, and this design. OPERATION INFORMATION AND MAINTENANCE The property owner shall be responsible for the operation and maintenance of each OWTS servicing the property. The property owner is responsible for maintaining service contracts for manufactured units, alternating absorption systems, and any other components needing maintenance. V 0 0 Page 2 The homeowner should pump the septic tank every two years, or as needed gauged by measurement of solids in the tank. Garbage disposal use should be minimized, and non -biodegradable materials should not be placed into the OWTS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS. Mechanical room drains should not discharge into the OWTS. The OWTS is engineered for domestic waste only. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC must view the OWTS during construction. The OWTS observation should be performed before backfill, after placement of OWTS components. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERIE septic, LLC should be notified 48 hours in advance to observe the installation. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, air release valves and weep holes should be installed to allow pump lines to drain to minimize risk of freezing. Excavation equipment must not drive in excavation of drain field due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Precast concrete tanks and distribution boxes should be used, unless plastic or fiberglass is required. Access to all tank compartments and distribution devices is optimal. Please call with questions. Sincerely, ALL SERVICE septic, LLC 0'ah fes. °s-� &-9 Carla Ostberg, MPH, REHS Reviewed By: Richard H. • • Pump Selection for a Non -Pressurized System -Single Family Residence Project C1040 Stone Parameters Dischage Assembly Sim 2.00 inct*s Transport Length 350 feet Transport Pipe Class 40 2.6 Transport Line Sim 2.00 inches Distributing Va Ae Modd None o Max Elevation Lill 5 feet Desgn Flan Rate 20 gpm Flow Meter None inches Addon' Fncbon Losses 0 feet Calculations Transport Veloaw 1.9 Frictional Head Losses fps u=. Loss through Disriage 0.6 feet = 0 Loss in Transport 2.6 feel F Loss through Vale 0.0 teet o Loss thmugh Flowmeter 0.0 feet • S 'Adtlon' Friction LOS9es 0.0 feet y E Pipe Volumes • � T Vol of Transport Line 61 0 gals Minimum PumD Requirements O ~ Design Flay Rate 20.0 gpm Total Dynamic Head 6.4 feet 6 Net Discharge (gpm) PumpData PF5005 High Head Effluent Pump 50 GPM, 1/2HP 11 5123)V 10 6cH z 20gT! OV 30 ®rt PFSG07 High Head Effluent Pump 50 GPM, 314HP 230V 10 60H 200230/460V 30 60H PF5010 High Head Effluent Pump 50 GPM, 1HP 230V 10 BOH; 2001460V 30 BOHZ PF5015 High Head Effluent Pump 50 CPM, 1-1/2HP 230V 1060H; 200V 3060Hz 0 end SYslem curie'. Pump Curie. Pump optimal Range operating Polnto Design Pointe I!O NOT Ofvrl1, B vs6wFIT/0N OOTslar j /� >�OO TTdB ACl/PlTY dNf'd'LOPd' 7730 ' 1D /ITKDI Q11MY LAID 115[ fOOE M2 NG SA�12 M1'p w RT.AVp3 N KNNir EV ,QI/E ROAD y O CULVERT Tvuv sats nznll. um 4 aY[ p ,cnvir pv.,arL r . a' -o' O- , Ml DRTIR[ TIE LIMIT. LDQT 60V urx as°Rvw: XWMRSt �:, p xcvw .w ppp N m c Q NMY 0 WIM. 11NIq .) R]I p M[ <M IV. S p PROPOSED FOOTPRINT 1,925 S.F. 'w1MOO1i4 XISMp YEAS LAfI M,1 MWi yRti Ilµ N AIR6111. NY YPgbI.()iii YIO P'(59WCY AREA OF REGRADING dam r-6°y.T— 3 •• ROAD CULVERT _ _•• MI ipl Xowa t.+w S4 pm M..wn mF... _ 0. IM Nr.man:l) pwYnwl a.sl.. W. «l el.,n�Als rOMtl m m l.m. me mcla. w a. Y.Wlrtiw WYY� m Q. �G ilii Na-ipll «mrW F 11 Nl4 C«n11 M w114nY'r p4' �n«Vrb 1's SiW31 � Nfnl r O R p g FZ A PROPERTY LINE Mitt 100 !_ PROPERTY LINE r� IT EASEMENT 5 80'00'00., NN 279.00 NOTE: NO TRESS O R 6' DOH, TO BE REMOVED NOTE: X OF THE ACTIVITY ENVELOPE'S MAPPED — — PROPOSED ACTIVITY ENVELOPE AS WNTER RANGE FOR MULE DEER AND ELK NOTE: TOTAL AREA OF DISTURBANCE IS LESS THAN ------- .ONE (11 ACRE M AREA > 20000.00 S.F. - BEAR RIDGE ROAD N W+E S • • — O K ROAD y O CULVERT ujNZni Jac 0 QQr K O LJLJ I,_m�U , z gp8v Ld LI Q N m c Q • • 1!] Aspendiggencom Mail - Fwd: W and pump • Page 1 of 2 q;dail- Fwd: tank and pump Franz Stone < franz@aspendigger.com> To: Maigin Stone <maigin@aspendigger.com> -- Forwarded message From: Carla Ostberg <Carla.ostberg@gmail. com> Date: Mon, Jun 24, 2013 at 5:50 PM Subject: tank and pump To: Franz Stone <franz@aspendigger.com> Franz, Maigin Stone < maigin@aspendigger.com> Tue, Jun 25, 2013 at 3:24 PM Here you go. I think this should be all you need to get a permit. Let me know if you want more. It's nothing fancy and only took me a couple hours. I should probably come out and check on your existing system at some point to be sure it looks OK. I can better scope out the site for an exact location of the new tank, as well. You will need to apply for an OWTS Construction Permit (tank only). Let me know if you need help getting the packet together. Call 920-5438 (Kurt) or 920-5076 (Bryan) to set up a pre -app conference in env. health. they have moved out to the public works admin building (near RFTA and the animal shelter). Call w any questions! Carla Ostberg CBO Inc. working with ALL SERVICE septic cell) 970-309-5259 office) 970-704-0484 33 Four Wheel Drive Road Carbondale, CO 81623 please note change in email address: car/a.ostbergOgma//.com Franz Stone President The Aspen Digger, Inc. 0075 Sopris Avenue Carbondale, CO 81623 Office:(970)963-2157 Fax: (970) 704-9633 https://mail.google.comlmaillul0l%i=2&ik=71 ba61 b642&view=pt&search=inbox&msg=13... 7/2/2013 Aspendigger.com Mail - Fwd: tk and pump • Page 2 of 2 ` Coll: (970) 3794829 franz@aspencligger.c rc$ 3 attachments G C1040 pump curve.bmp 10958K C1040 design letter.pdf 130K fn site plan w tank.pdf 543K https://mail.google.com/maiUu/0/9im=2&ik=71 ba61 b642&view=pt&search=inbox&msg=13... 7/2/2013 fl L L POBa2644 1116111CSfRYII Ph 9041.5033 Fax 081502 January 22, 2010 Franz Stone 2000 Bear Ridge Road Basalt, CO 81621 Septic Tank Pump specifications 2000 Bear Ridge Road Pitkin County, Colorado Franz, Project No. 1681 As requested, ALL SERVICE septic, LLC has prepared septic tank pump specifications. We understand the effluent pump needs to be capable of directing effluent 80 vertical feet and 250 lineal feet. The pump should have a total flow rate of 20 gpm, and a total dynamic head of 83.8 feet. See attached pump curve. Install a P-30 Orenco pump in a Biotube pump vault. A standard control panel should be used. The pump may be 115 volt or 220 volt. The pump vault should be placed in an appropriate septic tank. ALL SERVICE septic, LLC Timothy R. Petz Copy emailed to Carla Ostberg Reviewed Richard +H | k i7 ) ) °` � � | % ■ �( B t ■ ■ ! ! §§, §■ §y �tm % ■ K q 2 § IaDj wa PPaH,_UA(I gym! Id ! � k •Go` !/op &!\ f \\\ § ! � Id ! � Pitkin County Environmental Health Department . Contact Log Sheet Name: Parce1ID#: 465--3 2-Q -0 Address: 2D0 6 Date - Persona oken To Comments !Action to be TakenInitials Time Lp - iry)�dwbm-- Y i is l0a 5 w w01 �. OWTS DESIGN CALCULATIONS - for Pitkin Owner's Name;:'1'. ,..'ti . . - ..� .. a x J. Parcel ID # House Size (sq. ft.) .. 2.4 :! (75 gpd or 100 gpd) Number of Bedrooms in Main House Number of Offices, Libraries, Studies, Similar -sized Rooms in Main House Number of Bedrooms in Detached Caretaker unit Number of Offices, Studies, Similar -sized Rooms m Caretaker Unit (If the caretaker unit is ATTACHED, treat as if part of main house.) Average Daily Waste Flow 450 State Review Required? no Perc Rate � (1) Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.5 Q= 675 150 Minimum tank capacity 844 gallons a.CI.L'lV Q, Absorption Area (=Q/5 X SQRT perc rate)(1.4 loading factor) -1150/(5 X 0 A = 1,464 sq. ft. of absorption area required 16 () x I I b 2.5 C ( L1 I kP 21. S Absorption Area (=Q/5 X SQRT perc rate) WITH SECONDARY TREATMENT (no loading factor) A= 1,046 sq. ft. of absorption area required Abs. Area w/ loading factor (B25) Pipe and Gravel Dosing Chambers Max Allowable Secondary Treatment Abs Area w/ out loading factor (B28) Pipe and Gravel Dosing Chambers Max Allowable ot�� lo�ld,fr Bed +o, lt. � zpp�l • S 7S CJ I Y 4L O • c' no red. 1464 -20'x) 1172 Q= 675 150 Minimum tank capacity 844 gallons a.CI.L'lV Q, Absorption Area (=Q/5 X SQRT perc rate)(1.4 loading factor) -1150/(5 X 0 A = 1,464 sq. ft. of absorption area required 16 () x I I b 2.5 C ( L1 I kP 21. S Absorption Area (=Q/5 X SQRT perc rate) WITH SECONDARY TREATMENT (no loading factor) A= 1,046 sq. ft. of absorption area required Abs. Area w/ loading factor (B25) Pipe and Gravel Dosing Chambers Max Allowable Secondary Treatment Abs Area w/ out loading factor (B28) Pipe and Gravel Dosing Chambers Max Allowable 100 SETBACK FROM WELL # of feet = 50 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 25 SETBACK FROM DRY GULCH # of feet = I� Qoick4 Trench Trench Bed 148 (40'x) 1318 no red. 1464 -20'x) 1172 (-20%) 1171 ,30%) o (-10%) DA 650°1.) 74 (-30%) 1025 Trench Bed (-10%) Qg no red. 1046 (-20%) 12 (-20%) oz (d0%) 222 (-lo%) (-50%) W (-30%) 732 100 SETBACK FROM WELL # of feet = 50 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 25 SETBACK FROM DRY GULCH # of feet = I� Qoick4 Trench Quick4 Bed 133 148 119 119 133 IN r74 106 85 95 74 LX. S �i nG1 16 51-tx VJ 0,-, C S )`r, J 5 f ffV'c f'f'o = 80 g� X 15.5 = Carla Ostberg From: Carla Ostberg Sent: Friday, January 15, 2010 1:43 PM To: aspendigger@aol.com','Tim Petz' Subject: 2000 Bear Ridge Road Hi Franz, I did some figuring and there are a couple of ways we can look at this... #1 —the existing system was oversized under the old regulation, leaving extra capacity for the new fixtures you'll be adding. #2 — under the new regulation, adding a toilet, sink, and shower for use by one person adds approx. 50 gallons per day to the existing use of 3 bedrooms in the house. Using the newly calculated Design Flow, you would need 1025 sq feet of absorption area. You currently have 1240 square feet from what I can tell from your as -built (5 rows of 16 Standard Infiltrators). Either way, you are covered and your field has plenty of capacity. You will need to apply for a Tank only permit ($523) and provide a site plan, plans for the out -building listing or highlighting the new fixtures, engineer specifications on the pump, and development approvals (I didn't mention that on the phone, but I'm assuming you went through some process w/ Com Dev? — or provide old approvals since I don't seem to have them in your file). I have the water information we need and a site inspection won't be necessary since I'm familiar w/ your property and you are only adding a tank. Links to application and checklist... http•//www aspenpitkin com/Portals/0/docs/county/Com%2ODev/EHNR/OWT Construction permit%20Application.pdf http //www aspenpitkin com/Portals/0/docs/county/Com%2ODey/EHNR/OWT Construction permit appl checklist.pd Let me know if you have any questions. Thanks! Carla Ostberg, MPH, REHS Environmental Health Program Supervisor Pitkin County Environmental Health 970-920-5438 6 N SITE SURVEY A PARCEL OF LAND SITUATED IN THE NORTHWEST y OF SECTION 36, TOWNSHIP 8 SOUTH, RANGE 87 WEST OF THE 6TH. P.M. PIT)UN COUNTY, COLORADO `P0 I.w IT S® V = 30' LEGEND 0 INDICATES FWIU MWVYERT AS DESCRIBED YAC YELLOW PLASTIC CAP 1,1911 vi" I) LEGAL DESORPTION A PMCEI OF NERD SI UPIED IN ME NdLMWEST 1/4 CE SECTION M, TOWNSHIP 6 SOUTH, RAND B] GEST DE THE 6M PRINCI MERIDIAN. SEND HOPE FULLY DESCRIBED AS "U'ONS BEGINNING A' MMN ME NEST CORNER OF SAID SECTION M. MENCE E0.LOMHL ME NORM UNE D SMO SECTION M N 09 49'38' E 331631 FEET; MENCE S 73 39'10' W 2. Sl FEET, MEND 69.5] MET ALONG ME ARC OF A CURVE TO ME LEFT MANHG A RAMS OF 61 DO FEEL. TEND 147.]3 FEET ALONG ME ARC OF A DIRK TO ME MI MIA RAMS OF 9700 FEET; THENCE 1]511 FEET PLEAD THE AM OF A CURK 10 ME LEFT HAII A RAMS OF 230.00 FEET. THENCE S B9 N00' W S2M FEET. MENCE 12554 FEET ALONG ME ARC OF A CURK TO THE LEFT MANHG A RADIUS OF MOD FEET; MENCE S 02 35'CC E 195 DO MET. MENCE 209.53 FEET ALONG ME ARC GF A CURVE TO ME RIGHT HANNG A RADIUS OF 25000 IM. THENCE IMBI FEET MOIL ME ARE D A CURK 10 ME LEFT HANNG A RAMS OF 25D.W FEET; MEND S N DO'M' N 128 DO FEET; THEW 31667 FEET ALONG ME ARC OF A NRK TO ME MPT MANHG A RAMS OF 252.00 FEET: TENEY 5 W DOW W 279 N FEET; MENCE N 51 35'45' W 1679.59 FEET TO A PONT ON ME MESH UM OF SMD HRN RECTI MENCE MLLONNG SAID MST LINE N 00 05'01' W 15000 FEET TO ME POINT OF TODTEF WTN ANY AND ALL EASEMENT AND RIGHTS -DF -WAY APPURTENPNT TO ONE ABOK-DESCREE0 REAL PROPERTY. AMONG BUT NOT LIMITED TO THE FMOWNG EASEMENTS EASUffNT NO 1 NW-EMCLUYK EASEMENT N RIGHT -Ci -WAV FOR ROAD PURPOSES AW FOR ROAD LMATCH D C. LINES OYER. MOg1 AND AMOSS A TRACT SOW (90) FEET N NI SEND A SECTION 25. TOMNSHIP S SCUM, RAND 07 HEST OF THE SM PRINCIPAL NEN04N. ME CENTERUM OF WHOM 15 NONE FULLY OESCNDEO IN BOON 234 AT PACE 705 AND IN BON 945 Al PAD 195. PIMM COUNTY. COLORADO RECORDS EASEMENT NO. 2 A NO -CXQ.SIAL EASEMENT O7 RIGHT-OF-WAY FOR ROAD PURPOSES .IND FOR ME LOCATION D UTUIY LAE OAR. MADAM AND ACROSS A TRACT SAW (60) FEET N NDM READ Al SECTION 25. TOWMSHIP S SWM. RAND 87 WEST OF ME RM PRI YDUOAN. DAUNTED By TNT CERTAIN SPECIAL LAND UMI USE PERT C -769A ISSUED BT ME DPARTYENT D INTERIOR, BUREAU D LAND MNIAGONENT. THE UFt HANNG A RADIUS OF 2WOO FEET, MENCE S 66 N'00' W 62OO FEET, ME. 1255. MET ALONG ME ARC OF A CURK TO THE LEFT HANNG A RADIUS D 95 ED FEET, MENCE 5 09 35'00' E 195W RET; THENCE 206.53 FEET ALONG ME ARC OF A CURK 70 THE RIGHT HANNG A RADIUS M 250 W FEET, MENCE 129 61 FEET ALONG ME ARC D N A CK TO THE W LEFT NAMPO A RAMS O' 250 FEET. MENCE S N OYOO N 12600 FEET; THENCE 31657 FEET ALONG ME ARC OF A CURK TO THE NIGH HAMS A RADIUS OF 959N RET; MENCE S 60 DOW W279.00 FEET. THENCE 131 74 PUT ALONG THE MC OF A CU RIE 10 ME LEFT HAMNO A RAMS OF IAS W CENTER OF A CM -OE -SAC HANNG A RADIUS CF 40 2) BA OF BEARING BEAPoNG OF N51 -35.45-W EFFACER A FWNO REBAR AND WC LSI 36566 AT ME SOUTHERLY PROPERTY CORNER AND A FOUND REBAR AND FPC LS/ 35566 AT ME ALONG ME NESTF$Y PRDRRry UNE )) THIS SMKY DOES NOT CONSTITUTE A D. SEARM RY MIS SURNE1. TBE fOIPPOON RELIED WON PER ME PREPARATION OF THS SURKY CRNFORED BY PMIN COUNTY TBE GY NO 11650512. DATED 01/16/2013 4) UNIT OF YEASUKKNI FOR 0015 SURKY 5 ME U.S SMKY FOO' 5) Po D AWRESS IS 9000 REM Mp@ ROAD 6) CONONPU6 NRRv.LL 15 FINE (2) FEET EM:C RECNDDMAW LN�Mi BOD( 10]10]Mi PAD 56 IPAW CPE 6 41E 0..W FOR MAINE 6) PROPERTY SUBJECT TO A 10' UMERpaM HEY CROSS NCAT-CF-WAY EASEIExT KSCRIED IN RECEPTION NO Stone. 9) INPROKMExTS NOT SHDVM. PURPOSE OF THIS SURNIY T5 TO LOCATE TOPE.INAPIY FOR PROPOSED WRONG SURVEYOR'S CERTMCATE I. MICHAEL P LAFRAFY, HEREBY CERTIFY MAY INS MAP ACCURATELY DEPICTS A SITE SUI PERFO AM UNDER YY SIPERYSON ON OC/MPS OF ME AS. OESCAWD PARCEL OF LAND L/ AIP LA(FERIY IS / ]797] A DATE- T_1_IS .cnMn ENr{LmE (NOS \ 4AYEL OFKW4 `P0 I.w IT S® V = 30' LEGEND 0 INDICATES FWIU MWVYERT AS DESCRIBED YAC YELLOW PLASTIC CAP 1,1911 vi" I) LEGAL DESORPTION A PMCEI OF NERD SI UPIED IN ME NdLMWEST 1/4 CE SECTION M, TOWNSHIP 6 SOUTH, RAND B] GEST DE THE 6M PRINCI MERIDIAN. SEND HOPE FULLY DESCRIBED AS "U'ONS BEGINNING A' MMN ME NEST CORNER OF SAID SECTION M. MENCE E0.LOMHL ME NORM UNE D SMO SECTION M N 09 49'38' E 331631 FEET; MENCE S 73 39'10' W 2. Sl FEET, MEND 69.5] MET ALONG ME ARC OF A CURVE TO ME LEFT MANHG A RAMS OF 61 DO FEEL. TEND 147.]3 FEET ALONG ME ARC OF A DIRK TO ME MI MIA RAMS OF 9700 FEET; THENCE 1]511 FEET PLEAD THE AM OF A CURK 10 ME LEFT HAII A RAMS OF 230.00 FEET. THENCE S B9 N00' W S2M FEET. MENCE 12554 FEET ALONG ME ARC OF A CURK TO THE LEFT MANHG A RADIUS OF MOD FEET; MENCE S 02 35'CC E 195 DO MET. MENCE 209.53 FEET ALONG ME ARC GF A CURVE TO ME RIGHT HANNG A RADIUS OF 25000 IM. THENCE IMBI FEET MOIL ME ARE D A CURK 10 ME LEFT HANNG A RAMS OF 25D.W FEET; MEND S N DO'M' N 128 DO FEET; THEW 31667 FEET ALONG ME ARC OF A NRK TO ME MPT MANHG A RAMS OF 252.00 FEET: TENEY 5 W DOW W 279 N FEET; MENCE N 51 35'45' W 1679.59 FEET TO A PONT ON ME MESH UM OF SMD HRN RECTI MENCE MLLONNG SAID MST LINE N 00 05'01' W 15000 FEET TO ME POINT OF TODTEF WTN ANY AND ALL EASEMENT AND RIGHTS -DF -WAY APPURTENPNT TO ONE ABOK-DESCREE0 REAL PROPERTY. AMONG BUT NOT LIMITED TO THE FMOWNG EASEMENTS EASUffNT NO 1 NW-EMCLUYK EASEMENT N RIGHT -Ci -WAV FOR ROAD PURPOSES AW FOR ROAD LMATCH D C. LINES OYER. MOg1 AND AMOSS A TRACT SOW (90) FEET N NI SEND A SECTION 25. TOMNSHIP S SCUM, RAND 07 HEST OF THE SM PRINCIPAL NEN04N. ME CENTERUM OF WHOM 15 NONE FULLY OESCNDEO IN BOON 234 AT PACE 705 AND IN BON 945 Al PAD 195. PIMM COUNTY. COLORADO RECORDS EASEMENT NO. 2 A NO -CXQ.SIAL EASEMENT O7 RIGHT-OF-WAY FOR ROAD PURPOSES .IND FOR ME LOCATION D UTUIY LAE OAR. MADAM AND ACROSS A TRACT SAW (60) FEET N NDM READ Al SECTION 25. TOWMSHIP S SWM. RAND 87 WEST OF ME RM PRI YDUOAN. DAUNTED By TNT CERTAIN SPECIAL LAND UMI USE PERT C -769A ISSUED BT ME DPARTYENT D INTERIOR, BUREAU D LAND MNIAGONENT. THE UFt HANNG A RADIUS OF 2WOO FEET, MENCE S 66 N'00' W 62OO FEET, ME. 1255. MET ALONG ME ARC OF A CURK TO THE LEFT HANNG A RADIUS D 95 ED FEET, MENCE 5 09 35'00' E 195W RET; THENCE 206.53 FEET ALONG ME ARC OF A CURK 70 THE RIGHT HANNG A RADIUS M 250 W FEET, MENCE 129 61 FEET ALONG ME ARC D N A CK TO THE W LEFT NAMPO A RAMS O' 250 FEET. MENCE S N OYOO N 12600 FEET; THENCE 31657 FEET ALONG ME ARC OF A CURK TO THE NIGH HAMS A RADIUS OF 959N RET; MENCE S 60 DOW W279.00 FEET. THENCE 131 74 PUT ALONG THE MC OF A CU RIE 10 ME LEFT HAMNO A RAMS OF IAS W CENTER OF A CM -OE -SAC HANNG A RADIUS CF 40 2) BA OF BEARING BEAPoNG OF N51 -35.45-W EFFACER A FWNO REBAR AND WC LSI 36566 AT ME SOUTHERLY PROPERTY CORNER AND A FOUND REBAR AND FPC LS/ 35566 AT ME ALONG ME NESTF$Y PRDRRry UNE )) THIS SMKY DOES NOT CONSTITUTE A D. SEARM RY MIS SURNE1. TBE fOIPPOON RELIED WON PER ME PREPARATION OF THS SURKY CRNFORED BY PMIN COUNTY TBE GY NO 11650512. DATED 01/16/2013 4) UNIT OF YEASUKKNI FOR 0015 SURKY 5 ME U.S SMKY FOO' 5) Po D AWRESS IS 9000 REM Mp@ ROAD 6) CONONPU6 NRRv.LL 15 FINE (2) FEET EM:C RECNDDMAW LN�Mi BOD( 10]10]Mi PAD 56 IPAW CPE 6 41E 0..W FOR MAINE 6) PROPERTY SUBJECT TO A 10' UMERpaM HEY CROSS NCAT-CF-WAY EASEIExT KSCRIED IN RECEPTION NO Stone. 9) INPROKMExTS NOT SHDVM. PURPOSE OF THIS SURNIY T5 TO LOCATE TOPE.INAPIY FOR PROPOSED WRONG SURVEYOR'S CERTMCATE I. MICHAEL P LAFRAFY, HEREBY CERTIFY MAY INS MAP ACCURATELY DEPICTS A SITE SUI PERFO AM UNDER YY SIPERYSON ON OC/MPS OF ME AS. OESCAWD PARCEL OF LAND L/ AIP LA(FERIY IS / ]797] A DATE- T_1_IS VO NOT ,01SFbrR9 VeCSF4F10N O!/TS-AaF NOTE: NO TREES OVER 6" DBH TO BE REMOVED NOTF- All OF THF ACTIVITY FNVFI OPF Ic EAAPPFn BEAR RIDGE W 279.00 ROAD N 5 ON -- — PPnDnCFn APTIXAN rhlvrl nor E / rrmoirrr YIP -"-;000•_0• D F LLJ 04 (D W 00 q� 00 W O LLJK U Q CL Zdn V)0 OK W d J O wtLm00 1 0(n W OW N W Q r Q a m H m"a ur�tmr l>r ..a. _ ANI .you n, sora Ne" s �m SP -1 -20b 11 ArnwTv FNN�aPE � o aJtF sIWE TAN NOTE: NO SURFACE WATER OR WETI.WOS IN ACT IAW ENl41.OPIE CF $CAtE ACTINTy E V!10PE: 1 . 2W -e' O LEfi4 oESCRIPIICN: Ng1114WEST 1/1 OF SECIICN U. +y •� TpNNEWIP 0 SWM. RANGE BT WEST Cf THE 6TH P.M. p Fu cR OISCUIMER: m Y B THAT ENNRWENi4 HA2AR0 AREAS EAT MIGHT 44ECT NEp0 pv, PRWptTY. ANY IM � i15 AND oCfLPANCy MEAECi;' IY vwner, r 19M Stone 91i 10 e IW1 H Re"o rte elan eae toe1 rM wM 11G opprovW Ey Ne Community OeW Okxlw thioay Lne. � O d mw Wment of sub). to ue etermedm6 condition. of ue Abnml.botlOe[Iebn < < m 0- e NoJ3-2012 No.J3-3013 racMOW In the PIfkM County Pax and Recwaei. Wee 0 Y $• ad Reception No. 690003, w r 8F �el.w." Ciw.Y. 'po, fol Mc Ily D"ewler. HwEen /t = n �'" g he n, 'ah, eCd��i�m�� ,� � rp" m ➢rpm' W,eeeea This AatlMty 61nOWS and !Me Pian has been aoNapted Ia RIin9 M Ne of the 1. and RecaMr of vllxM Caunfy. Cdwaao. an Nle 24 day of June. 2013. M Tat Beck 101 at Page Ste, 0 as r«epuan no, 600 177 pti. F11 /;�Q��L sky t t:iE NBi'1f r .- / rrmoirrr YIP -"-;000•_0• D F LLJ 04 (D W 00 q� 00 W O LLJK U Q CL Zdn V)0 OK W d J O wtLm00 1 0(n W OW N W Q r Q a m H m"a ur�tmr l>r ..a. _ ANI .you n, sora Ne" s �m SP -1 GENERAL 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION INCLUDING, BUT NOT UNITED TO SHORING. BRACING. SLOPE STABILITY AND TEMPORARY EXCAVATION. ME CONTRACTOR AT HIS DISCRETION SHALL EMPLOY A LICENSED PROFESSIONAL M DESMON TEMPORARY SYSTEMS. I ME CONTRACTOR SHALL ASSUME COMPLETE RESPONSSUTY FOR JOB SITE CONDITIONS WRING ME COURSE OF CONSTRUCTION. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. AND THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS ALL APPLICABLE JOB RELATED SAFETY STANDARDS SUCH AS OSHA SHALL BE FOLLONED. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND EXISTING CONDITIONS PRIOR TO PROCEEDING WN WORK. VARIATIONS BETWEEN ME PLANS AND ACTUAL CONDITIONS SHALL BE BROUGHT TO ME ATTENTION OF ME MOWER PRIOR TO PROCEEDING WIN ME WORK. DESIGN CRITERIA 1. GOVERNING WILDING CODE: INTERNATIONAL CODE COUNCIL (ICC) 'INTERNATIONAL BUILDING CODE 2009' 2. REFERENCE CODES; A AMERICAN CONCRETE INSTITUTE (ACI) 'BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE', AW 318 S. AMERICAN INSTITUTE FOR STEEL CONSTRUCTION (AISC) 'SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, AISC MO 'CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES', NSC 305 C. AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) 'MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES', ASCE ) D. AMERICAN MELDING SOCIETY (AWS) ' STRUCTURAL WELDING CODE' AWS 01.1 E. AMERICAN V0000 COUNCIL NATIONAL DESIGN SPECIFICATION FOR WOOD CMSNUCTION', NDS O LOADS A FLOOR UW LOADS .................................... - .............. AO pe B. FLAT ROOF SNOW LOAD ............ - ..............................)5 p.1 C. WND LOADS BASIC LUNO SPEED. V ............................................90 mph WND EXPOSURE CAMGMY..................................... 8 TOPOGRAPHIC FACTOR. Kt......................................1.0 IMPORTANCE FACTOR ...............................................1.0 D. SEISMIC LOADS OCOUPANCY CATEGORY ... ................ ....... ................ 1.0 STECLAW ............................... - .............................. C SEISMIC DEEM CATEGORY ...... .. .............................. C Sd.............................. ............... .... ........................ 0.303 Shc......................... _................................................ 0.0w IMPORTANCE FACTOR ....................... _..-- .............. 1.0 SUBMITTALS 1. SUBMITTALS M SHOP MAXIMS MILL TESTS AND PRODUCT DATA SHALL BE MADE PRIM TO CONSTRUCTION. WBMITTAL SMALL BE MADE IN DUE TIME TO ALLOW FM A TEN (10) WMKING DAY TURNAROUND. 2. SHOP MAWNG RENEW BY ME ENGINEER IS FOR GENERAL CONFORMANCE WN CONTRACT DOCUMENTS ONLY. DIMENSONS AND WANTITIES AME NOT REVEWED BY ME ENGINEER AND SHALL BE VERIFIED BY THE CMIRACTM. MARKINGS OR COMMENTS SHALL NOT BE CONSTRUED AS RELIEVING ME CONMACTOR FROM COMPLIANCE WN THE PROJECT PUNS AND SPECIRGATIONS, WHERE SHOP DRAMMS DIFFER FROM OR ADD TO ME REQUIREMENTS OR ME CONTRACT DOCUMENTS ME ENGINEER SHALL REVIEW AND MAKE REWIRED REVISIONS. 3. DEFERRED SUBMITTALS OR ITEMS DESIGNED BY OTHERS SHALL INCLUDE CAMULATIONS. SHOP DRAWNM AND PRODUCT DATA AND SHALL BE SUBMITTED PRIM TO CONSTRUCTION. REVIEW OF DETERRED SUBMITTALS BY ME ENGINEER DOES NOT RELIEVE CONTRACTOR OR DESIGNER FOR COMPUANCE WN ME DESIGN CRITERIA AND COMPATIBILITY MM ME PRIMARY STRUCTURE. DEFERRED SUBMITTALS INCLUDE BUT ARE NOT LIMITED TO PREFABRICATED WOW MUSSES OPEN NEB STEEL JOISTS INSPECTIONS 1. SPECIAL INSPECTIONS SHALL BE MADE IN ACCORDANCE WN IBC 2009 SECTION 1704. ME CONTRACTOR IS RESPMSBLE FM SCHEDULING SPECIAL INSPECTIONS IN A TIMELY MANNER. SPECIAL INSPECTORS MUST BE RECOGNIZED AND APPROVED BY ME BUILDING OFFICIAL SPECIAL INSPECTON REPMTS SHALL BE SUBMITTED TO ME ENGINEER TO RESOLVE ANY DISCREPANCIES 2. STRUCTURAL OBSERVATIONS MAY BE PERFORMED BY ME ENGINEER. A REPORT LULL BE ISSUED IN ACCORDANCE WN ME CONTRACT DOCUMENTS STRUCTURAL OBSERVATIONS ARE NOT A SUBSTITUTE FOR SPECIAL INSPECTIONS OBSERVATIONS WILL BE MADE TO DETERMINE GENERAL CONFORMANCE WN ME CONSTRUCTION DOCUMENTS AND DOES NOT RELIEVE ME CONTRACTOR FOR COMPLIANCE WN ME CONSTRUCTION DOCUMENTS SOILS & FOUNDATIONS 1. REFERENCE GEOTECHNICAL REPORT BY CHURCH k ASSOCIATES REPORT NO. 16{9) DATED 8-2-2004. MINIMUM DEAD LOAD PRESSIIRE .............................1500 pe ALLOWABLE BEARING PRESSURE .............................4000 pet I ME CONTRACTOR SHALL RENEW ME GEOTECHNICAL REPORT AND SHALL FOLLOW ALL RECOMMENDATIONS PROVIDED THEREIN. 3. ME GEOTECHNICAL ENGINEER SHALL INSPECT ALL EXCAVATIONS AND FULL PLACEMENT TO ENSURE CONFORMANCE WN ME SPECIFICATIONS. ASSUMED VALUES SHALL BE VERIFIED BY A GEOTEWNICAL ENGINEER OR ME BUILDING OFFICIAL PRIOR N PLACING CONCRETE. 4. FOOTING EXCAVATIONS SHALL BE CLEAN AND FREE FROM LOOSE DEBRIS, STANDING WATER, OR UN -COMPACTED MATERIAL AT TIME OF CONCRETE PLACEMENT. 5. FOUNDATIONS SHALL BEAR ON COMPACTED FILL PER ME RECOMMENDATIONS OF ME GEOTECHNICAL REPORT. CONCRETE 1. CONCRETE SHALL BE DESIGNED, SUPPLIED AND CONSTRUCTED IN ACCORDANCE WITH AC 318 LATEST EDITION. 2. CONCRETE STRENGTH fa O 28 DAYS SHALL CONFORM TO ME FOLLOWNG; FOOTINGS, WALLS .. .... _................ ........ fc 3M0 Del FLATMORK, SLABS..................................re = 1000 PM 3. PORTLAND CEMENT SHALL CONFORM TO ASW C-150 TWE 11. C WATER FOR MIXING CONCRETE SHALL CONFORM TO ASW GISGZ 5. COURSE AND FINE AGMEGATE SHALL CONFORM TO ASW C-31 6. SLUMP SHALL CONFORM TO ACI 301 AND SHALL BE TAKEN AT ME PONT M PLACEMENT. SLUMP SHALL NOT EXCEED 4 INCHES ). FLYASH SHALL CONFORM TO ASW 0618 CLASS C M F. FLYASH SHALL NOT EXCEED 20% OF ME TOTAL CEMENTITIMS MATERIAL S. HOT IMSA HM PLACEMENT SMALL CONFORM TO AO 3 . 'SPECIFICATION FOR HOT WEATHER CONCRETING'. COLD VEATKER PLACEMENT SHALL CONFORM TO AO 308, 'WIDE TO COLD WEATHER CMCRETNG'. 9. ADMIXTURES FM WATER REDUCTION AND SETTING TIME MODIFICATION SHALL BE IN CONFORMANCE WN ASM C494. 10. ADMIXTURES FOR USE IN FLOMNG CONCRETE SHALL CONFORM TO ASW Ctd). 10. ADMIXTURES SHALL NOT CONTAIN CALCIUM CHLORIDE. CONCRETE SHALL NOT BE PLACED IN CONTACT WN ALUMINUM. 11. AR ENTRAINMENT SHALL BE 4.0 - 7A1C AR ENTRAINMENT ADMIXTURES SHALL CONFORM TO ASW :260. W/C RATIO SHALL NOT EXCEED 0.45 12. HEADED BADS AND HEADED STUD ASSEMBLIES SULL CONFORM TO ASW AIOH. 13. HIM STRENGTH NO SHRINK GROUT SHALL BE MASTIMMIMERS 928 OR APPROVED EQUAL 14. ADHESIVE FOR DRILL k EPDXY ANCHORS SHALL BE HIT RE500 AS MFG. BY HILTI INC. OR APPROVED EOLIAL. STRUCTURALSTEEL 1, STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE MM AISC STEEL CONSTRUCTION MANUAL 13M EDITION. 2. MATERIALS; A. WOE FLANGE SHAPES ........... ....................... ASW A992 MA IE 50 B. PLATES, ANGLES, CHANNELS .......................ASTM AB C. HOLLOW STRUCTURAL SECTIONS (HSS) .......ASW A500. GRADE B D. PIPE..............................................................ASW A53 GRADE B E. HIGH STRENGTH BOLTS .................... ...... .... ASW A325 -X F. MACHINE BOLTS ............................................ASW A307 F. MELDING EILECMODES ...................................AWB 01.1 (E)OXX) G. ANCHOR BOTS .............................................ASW FI554 MADE M 3. CONNECTIONS SHALL BE DESIGNED IN ACCORDANCE WN ASC MO. ALL BOLTED CONNECTIONS SHALL HAYS A MINIMUM OF 2 BOTS. MINIMUM BOT SIZE SHALL BE 3/4'9 U.N.O. MINIMUM MELD SIZE SHALL CONFORM TO ASC 360. HIM STRENGN BOTS SHALL BE TIGHTENED TO A SNUG TINT CONDITION PER ASW A325 U.N.O. C ANCHOR 80 -TS SHALL BE GALVANIZED IN ACCORDANCE WN ASW A123. S. STRUCTURAL STEEL SHALL BE WEANED TO MEET ME REQUIREMENTS OF SSMC-SP2. STRUCTURAL STEEL SHALL BE COATED WN SHOP COAT RED OXIDE PRIMER. 6. HOLES, NOTCHES, AND CUTS SHALL NOT SE MADE IN STRUCTURAL STEEL MEMBERS MNWT ENGINEER'S APPROVAL REINFORCING STEEL 1. FABRICATION AND PLACEMENT OF RBNFORCNG BARS SHALL CONFORM TD; AC 301 'SPECIFICATION FOR STRUCTURAL CONCRETE' ACI SP -88 'ACI DETAIUNG MANUAL'. 2. REINFORCING BARS SHALL BE DEFORMED ANO IN ACCORDANCE MIN ASW A615 MADE SO. 3. MELDING OF REINFORCING BARS IS PROHIBITED WITHOUT PRM APPROVAL MELDED BARS SMALL CONFORM TO ASTM AM MME W. MELDNG SHALL CONFMN TO AWS D1.4. 4. CONCRETE COYER SMALL BE AS FOLLOWS; CAST AGAINST OR PERMANENTLY EXPOSED TO EARN ..................Y EXPOSED TO EARN M MEANER b BAR OR SMALLER ................. -............. ................... ... 06 BAR ANO LARGER . . ...........................................................2' NOT EXPOSED TO EARTH SUBS WALLS AND JOISTS n{ AND ITS BARS ....................... -.......................... nl BARS AND SMALLER . . ...................................... -.3/4- BEAMS AND COLUMNS PRIMARY REINFORCEMENT, TIES STIRRUPS AND SPIRALS ............ . ................................1 I/Y i WNFMONG BARS #5 AND SMALLER SHALL BE BENT COLD ME TIME ONLY. ALL ONER BARS REWIRE PREHEAT. 6. LAP SPLICES SHALL BE OARS 'B' AND SMALL BE STAGGERED. SPLICES SHALL SE PROVIDED AS REQUIRED PER ME THE FOlOWNG TABLE; RENFMONG ' TM BMS - HORIZONTAL REINFORCEMENT W PLACED THAT MME MAN 12' OF CONCRETE IS CAST IN MEMBER BELOW ME SPLICE WOOD I. WOOD CONSTRUCTION SHALL CONFORM MN THE FOLLOWING REFERENCE STANDARDS; A NOS 'NATIONAL DESIGN SPECIFICATION FOR WOOD CMSMUCTION' B, ANSI / NI 1 ' NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED MOD TRUSS CONSTRUCTION' C. TPI HIS 'COMMENTARY AND RECOMMENDATIONS FOR HANDLING INSTALLNO k BRACING METAL PLATE CONNECTED WOOD TRUSSES' 2. MATERIALS; A. SAWN LUMBER 2x STUDS ........................................... DWC-FIR No. 2 SL- PLATES.......................................PT DOUG -RR N. 2 JOISTS RAFTERS ................................DWG -FIR No. 2 POSTS k BEAMS ........................ ...... .DOUG -FIR N. 1 S. RWM SAWN LUMBER (U.N.O.) 8. AND SMALLER ...............................DOUG -FIR Na 1 lox AND LARGER ............................... DOUG -FIR No. 2 C. LAMINATED VENEER LUMBER (LK) Fb - 26M Del Fv - 285 ry1 E - 1.90O.D00 pM D. CLUE LAMINATED BEANS (GLS) SHALL BE 24-V4 FOR SIMPLE SPANS AND M -VB FOR CAN LEVERED SPANS FW - 2400 PM Fv - 210 p.1 E - 1,700.000 PM E LAMINATED STRAND LUMBER (I -SQ Fh 17M DM Fv 150 qI E 1,300.00) P.1 3. ALL SAWN LUMBER AND ENGINEERED LUMBER SHALL BE DENRFIED BY MADE MARK ISSUED BY WWPA, 'AQB M NLGA. 4, NAILS SHALL BE COMMON NAILS DEEM IS BASED ON ME FOLLOWING SIZES; SZE I DIAMETER LENON Od 0.148 3 2d 0.150 J i OE6 1 5. BOLTS FOR WOOD CONNECTIONS SHALL BE IN ACCORDANCE WM ASW A307. MADE A. LAG SMEWS SHALL BE IN ACCORDANCE WM ASW A307 MADE A. S. CONNECTION HARDWARE SHALL W AS MANUFACTURED BY SIMPSON STRONG -TE OR APPROVED EQUAL- 7. QUAL). SHEATHING SHALL CONFORM TO STANDARDS PS -1 AND PS -2 AND SHALL BEAR ME STAMP M ME AMERICAN PLYWOOD ASSOCIATION (APA). SHEATHING MAY BE PLYWOOD OR OSB FM WALLS AND ROOFING. ROM SHEATHING SHALL BE TONGUE k GROOVE PLYWOOD STURDI-FLOOR. USE MIONESS SPAN RATING I MADE EXPOSURE ROOF 19 32 Z 1 -D 1 FL 23 32 TIG {B { STURDI-FLOOR 1 WA 1 3 16 C-0 1 B ALL 110001) PRODUCTS SHALL BE KILN DRIED WM A MAXIMUM MOISTURE CONTENT W 19; MOSTURE CONTENT SHALL BE DETERMINED IN ACCORDANCE WN ASW D442. ENGINEERING, INC. HB ELK RUN ROAD NEW CASRE, CO. 81647 (11M) 984-0320 W V) O O �Y0 J W O U 0Z O UI } z aM NNo W O ui Z H=4 N 3c 0I a VI ASE ProJzt No.:1300-1) Dram BY ADC rn.NMa By LKA RaNMon pate CLIENT RENEW 8-28-1J CLIENT RENEW a-11-13 GENERAL NOTES sneer S1.0 JI) l ENBDIEERIND. IDG Ne ELK W MMD MEW= CO 8160 on) 88h o O le O M UW U H °�z a � o n IWl1 Ln V ASE Prcje t NO.A300-17 Dram Br AOC C .k" SYS LKA FeWbn Onte CLIEM REVIEV 6 -BB -13 CLIENT REtVEV 6-11-13 FOUNDATION PLAN Sheet S1.1 IMVDE N STRUCTURAL ENGINEERC 118 ELK RUNUN AD RO RD NEV C0.STLE, CO.81 B1fi1] t0]0) 901-0320 MAIN LEVEL FRAMING PLAN Sheet S1.2 WDERSON STRUCNRAL ENGINEERING, INC. ue ELK RUN ROAD NEV CATTLE, C6 8I647 0]0) 954-0320 N0 WDERSON STRUCNRAL ENGINEERING, INC. ue ELK RUN ROAD NEV CATTLE, C6 8I647 0]0) 954-0320 ASE Protect Nw4300-17 Dram Hp ADC Chrckrd Hyp LKA RevSbn Dete CLIENT REVIEV 6-28-] CLD:NT REVIEV 6 -I1 -t3 ROOF FRAMING PLAN Sheat 51.3 N0 O 0 N W W O M W V V LL r O �tHAy C Z a � y U EnLu 0 Z�WkI N O o. ASE Protect Nw4300-17 Dram Hp ADC Chrckrd Hyp LKA RevSbn Dete CLIENT REVIEV 6-28-] CLD:NT REVIEV 6 -I1 -t3 ROOF FRAMING PLAN Sheat 51.3 NOTES: 1. SAM CONTROL JNNTS SHALL BE MADE WITHIN 24 HOURS OF POUR. 2. CONTROL JOINTS SPACING SHALL NOT EXCEED 15'-0" IN EACH DIRECTION. Y r SAWWT CgilR0. BLAB PER PLAN JgNT / / AT CJ TNUE RENFORCEMENT AT CJ SEC BON /1 TYPICAL SLAB CONTROL JOINTS SCALE 3/4' - I' -O• CONT. 2x PACKC TO ALIGN WTH i ABOVE ? STUDS O 15' (3) 16d EA. (2) 2. TRIMMER! O BEARING WALL (1) 2x TRIMMER O NON-BEARING T5 45 P 12db S�-SPO SG YS-P]JLY1 I{ -BO -'{H -COOS SM, $ ][gS]�[U[5_ TIRRA OPS g TES MINIMUM DIAMETERS OF BEND Bar Sixv Minimum Olamater No. 3 NreugM1 8 Gd6 No. 9. 10 and No. ill Bob No. 14 and No. 18 1 Won d - DIAMETER OF BAR TYPICAL REINFORCEMENT DETAILS SCALE: 3/a a Y -O• SILL AT WNDOWSI ELEVATION TYPICAL HEADER FRAMING 2x APLATE «/1LL /Y A.B. 2 x 6 1/,! SHEATHING O IS - 0 a.c O b' 0.c. r«/ 1/z' SNEATIRING Edia Vo \ �BONDBRIAKER -SUB PER PLAA 45 O 16' o.c (L) #5 DWS. (2) #5 HALT. LEG DIRECTION TOP @ BOT. 05 E4, WAY TYPICAL FOUNDATION SECTION SCALE: 3/4' - I' -C TE PLAN TES IDS 1N S WALLS CONC. WALL BAR TO HORIZONTAL BARS J 30• 30' PLAN O B' WALL TYPICAL CORNER REINFORCEMENT SCALE: 3/4' = 1'-0" (2) 10d O 16'o.c. (2) 1/4' K 6' SDS SCREWS EA. SIDE STAGGERED O 18' o.c E0. SIDE STAGGERED (2) 10d O 16 EA. SIDE STAGGERED } 14 OWS O 16" 0 T.O. SLAB EL 100.0 o T.O.W. D /5 O 16' (2) #5 TOP k BOT. B.O. W. EL SEE PLAN - MULTI PLY BEAM CONNECTIONS uALE: s/a• - r -a• SLAB PER PLAN DWS O 16' o.c. 6• CARDBOARD VOID FORM n FOUNDATION SECTION SCALE 3/4' - 1'-0' wSILL PIAIE� /1/2" ALS. O 48' o.c T.O.W. E AN /S O 16. 0. (2) 05— . k BOT. FOOTING PER /5 OWLS. O 12' o.c. TOP k BOT. FOOTING PER PLAN, ET EVATION TYPICAL FOOTING STEPS SCALE: 3/1 - 1'-0' FOUNDATION WALL SECTION SCALE: 3/4' - I'-0• 2. SILL PLATE w/I/2' A.B. 2 x 8 STUDS O 16• o.c. O W ac w/ 1/2' SHEAMING ad 0 6' PLM T.O.W. EL SEE LAN N 6 8' EA JOIST PER PLAN /5 O Ir o.c. (2) /S iS vEPT. TOP R BOT. dal FOUNDATION SECTION SCALE 3/4' � L-0• 6' CARDBOARD MD FORM n FOUNDATION SECTION SCALE: 3/4' - 1'-0• 1'-D" COON / E STAIR SECTION SCALE: 3/4> - 1'-0' ANDERSON S UMRA ENGINEERING, INC 448 D.K RUN ROAD NEW CASTLE CO. 81647 (970) 981-03x0 O N ci y O W uWR 0 m Z u U 1eex o In z 0 woo W IS LL! Z Z r ,0 a V/ ASE Project Nod1300-17 Drawn By ADC Checked By. IKA RaNslOn Date CLIENT RENEW 8-28-13 CLIENT RENEW 6-11-13 DETAI ILS I wSILL PLATE �JDST PER /I/2• A.B. H p 2 x 6 BTUW O 16. 0.c. PLAN w/ ITS HANDER O 48' 0.0. i �./ I/2• SHEATHING 2 x b STUDS 0 16' o.c, r -fid O fi' o.c w/ 1/2" SHEATHING ad *a 6' 3/4' PLTW. Sd 06" ac + T n Wen FOUNDATION WALL SECTION SCALE: 3/4' - I'-0• 2. SILL PLATE w/I/2' A.B. 2 x 8 STUDS O 16• o.c. O W ac w/ 1/2' SHEAMING ad 0 6' PLM T.O.W. EL SEE LAN N 6 8' EA JOIST PER PLAN /5 O Ir o.c. (2) /S iS vEPT. TOP R BOT. dal FOUNDATION SECTION SCALE 3/4' � L-0• 6' CARDBOARD MD FORM n FOUNDATION SECTION SCALE: 3/4' - 1'-0• 1'-D" COON / E STAIR SECTION SCALE: 3/4> - 1'-0' ANDERSON S UMRA ENGINEERING, INC 448 D.K RUN ROAD NEW CASTLE CO. 81647 (970) 981-03x0 O N ci y O W uWR 0 m Z u U 1eex o In z 0 woo W IS LL! Z Z r ,0 a V/ ASE Project Nod1300-17 Drawn By ADC Checked By. IKA RaNslOn Date CLIENT RENEW 8-28-13 CLIENT RENEW 6-11-13 DETAI ILS I �JDST PER SLAB PER PLAN H p 1'S O 16• cc. PLAN w/ ITS HANDER R O 15' o.c i (2) /5 TOP Y BOT. /3 VERT. O 16' 0.c. B.O.W. El - L 5' 5' CARDBOARD S MD FORM 6' CARDBOARD VOID FORM FOUNDATION WALL SECTION SCALE: 3/4' - I'-0• 2. SILL PLATE w/I/2' A.B. 2 x 8 STUDS O 16• o.c. O W ac w/ 1/2' SHEAMING ad 0 6' PLM T.O.W. EL SEE LAN N 6 8' EA JOIST PER PLAN /5 O Ir o.c. (2) /S iS vEPT. TOP R BOT. dal FOUNDATION SECTION SCALE 3/4' � L-0• 6' CARDBOARD MD FORM n FOUNDATION SECTION SCALE: 3/4' - 1'-0• 1'-D" COON / E STAIR SECTION SCALE: 3/4> - 1'-0' ANDERSON S UMRA ENGINEERING, INC 448 D.K RUN ROAD NEW CASTLE CO. 81647 (970) 981-03x0 O N ci y O W uWR 0 m Z u U 1eex o In z 0 woo W IS LL! Z Z r ,0 a V/ ASE Project Nod1300-17 Drawn By ADC Checked By. IKA RaNslOn Date CLIENT RENEW 8-28-13 CLIENT RENEW 6-11-13 DETAI ILS I (2) 2 X TOP PLATES O ` � ANDERSONBT0.UCfURA ad O e' o.e. ENGMEEMNG, INC. 3/4' SHEATHING ' ' . 410 E11t RUN ROAD NEW CASRE. CO. 8184] LSL RIM T.N. W/ ... (OTO) ae!-cello 8d O B' o.c. 5/8' GYP. BOARD � MST PER PLAN J `ST18 ST \ HEADER PER RANI HEADER TO STUDS Bd O 8' o.�J `MST BLR'G CDNTNUWS O 48' o.. NIAL SHEATHING TO HEADER •/ ad O 3' o.� EA. WAY _ O.o.. ALL PLATES A, STiX)S 2 1, 6 MUS O iB' o.e. TYP. 13 RIM T.N. W/ BEAM PER PLAN 1/2' ALL THREAD 1/4•W LAG SCREWS `JOIST PER PLAN O 12' o.c 3' EMBED. ooO I�LL•hEPDXY 1R EMBED. & 48' O.c. PREDRILL BASE TRIM PER ARCHI —SLAB PER SEG➢ON FLOOR FRAMING AT WALL SCALE 3/4' - 1'-0' 1/2' 1/4• U -PL . ] (2) 3/4.0 M.0 - HIP TO RIDGE CONNECTION SCALE: 3/4' - V-0' MDU4—SDSz5 HOLDOW / 5/8'O LL T ANREAO DRILL & EPDXY 5• EMBED, TYP. NARROW BRACED WALL PANEL SCALE: 3/4•- 1'-0• 8d O 6' o.c. 3/4' SHEATHING 13 RIM T.N. W/ RJOS ad O e' o.e 1/2' SHEATHING fid O 8• P.cl `JOIST PER PLAN JOIST PER PLM! W/ IOd TOP &BOT. 2X SILL & 2 : 8 SIUOS O is, o.c. & 48' O.c. ALES FLOOR FRAMING SCALE: 3/4' a 1'-0' IYP. TOP 2 X BLK'G T.N. W/ S/B• & gOT. Bd O B' o.c RII4 BER MAN BEAM 5/8' SHEATHING P BEAM PER PUN 8d O 6' o.c.� BEVELLED SHIM 5/8• SHEATHI- RAFIER PER PLAN NOTE: SEE DIL 10/55.2 FOR \\ TYPICAL HAILERS & PAMMM RIDGE BEAMI `SIMPSON LSSU PER PLAN HANGER SI! nON NOTE: LSW HANGERS MAY BE SUBSnNTED AS FOLLOWS SPAN LESS THAN OR EQUAL TO 12'-0• (2) SIMPSON MD IDJPS (I) EA SIDE STAGGERED SPAN LESS THAN OR EWA TO 7'-0• (3) 10d T.N. EA SIDE (6) TOTAL STAGGERED /1 ROOF FRAMING SCALE 3/4• - i' -O• BEAM SPLICE DETAIL SCALE: 3/4' - V-0• BM. GAGE +( V2 NAILER r/ 5/5Y M.B. O 32' O.a STAGGERED T, BALD PAGXDUT W/—, 51WO M.B. O 32' o.c STAGCFRED STEEL BEAM PER PLAN N� RACWLITS & NAILERS SCALE 3/4' _ ,•-0' PER PLAN ad LOS 1/r PER PLAN SECTION �Z ROOF FRAMING SOME 3/4' - 1'-0' Bd O 8 o.c� BEVE SHIM 9/8' SHEATHING-\ -RAFTER PER PLAN RIDGE BEAM) �SMPSDN LSSU PER PLAN HANGER SECTION NOTE: LSSU HANGERS MAY BE SUBSBTUTED AS FOLLOWS; SPAN LESS MAI OR EQUAL TO 12'-0' (2) SIMPSON 1550 CLIPS (1) EA SIDE STAB WAN LESS THAN OR EQUAL TO Y-0' (3) 10d T.N. EA SDE (6) TOTAL STAGGERED UROOF FRAMING SOALE 3/4' a V -O' t 1, (2) 8d O 6' o.c ]/4' SHEATHING LSL RIII T.N. W/ 6d O 6' o.c. i/2• SHEATHING / 6d O 6• o.aJ `JOIST PER PLAN `MST BLX'G & 48' O.c. n FLOOR FRAMING BCALE: 3/4' - 1'-0' SECIlINi r1 ROOF FRAMING SCALE 3/4' - 1'-0' t )ES NS & FS (N) STEEL BEAN PER PLAN t I/4' X 4' NB & FB ELEVATION BEAM TO COLUMN CONNECTION SCALE 3/4• - 1'-0• 'k, )aa) O J 5 0 O Lu 0 m Z U f Z U M0. .L Q N O O W o u z Z� N F O U) ASE Proja N&A300-17 Oram By. AOC ChetlNad BY UtA RO.idm Datta CUFNT RENEW 8-28-13 CLIENT RENEW 8—I1-13 DETAILS SECTIONS sneer S5.2 NON-Ef0AN9YE BACKFILL M L BEE SOLS REPOREPCR T 1� 1 BOW.E ' BEE PLAN 0 x5 0 2' a,. 2x 6 MOS 018' dc. .11/2' SHEATHING VENT. O 6' o.a. 90NOBREMER SLAB PER UN l FOUNDATION SECTION �,i SCALE: 3/4' . V-0- 3/4. M.B. 4 1/2' /CONE. WALL AM BEPER PLANT / PER PUN �(4) 3/4'0 ALL THREAD DRILL 0 EPOKY 5' EMEM. EI AtM CONC. WALL PER PLAN II elm BEAM CONNECTION SCALE: 3/P - V-0' a� B5 MRM 51RUCE7IF' \ = 8' PU E� /1/2' AB. O 48' P BE O i rn #5016' NON—EKPANSIIR � \ BACKRLL MATERIAL SEE BOILS REP01tT 1 L 1 m S-0' COMPACTED) \ 1 B5 O 12' o.c. e' 266 MDS 0160a.c. w/ 1/2' SHEAT ING S VERT. O 12' a.c R DR O 12' 6.e 'BONOBREAKER /1 FOUNDATION SECTION SCALE: 3/4' - 1'-0' %SLAB PER / PLAN AS FOUNDATION SECTION ANDERSON STRUMM ENGENEERING, INC. 44B ELK RUN ROAD NEW CAST W. 61647 (970) O6c-0J20 V Z 0 N C Y O W = O U F— _ O tno$ W 0Lu Z y= N F 0 a V/ ASE Pr0)wt No.:1300-17 D,.. B, ADC Mmk68 SA LKA RaNRlan Data CLIENT RENEW 6-28-13 DETAI ILS I K SECTIONS 55.3