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Home My WebLink Aboutpitkin.eh.264910100021 (2013)Pitkin County Environmental ,.ealth Department Onsite Wastewater Treatment System (OWTS) USE PERMIT Permit for Continued Use of an Existing OWTS 76 Service Center Road, Aspen, CO 81611 Phone: 970-920-5070 Fax: 970-920-5374 www.aspenpitkin.com/EHNR Parcel ID #: 2649-101-00-021 OWTS Use Permit #: I 0050.2013.powu Date Issued: 10/30/2013 Issued By: Bryan Daugherty Expiration Date: 10/30/14 Owner(s): I GSS Properties, LLC Property Address: 1555 Nettle Creek Legal Description: Absorption Area Licensed Inspector: Carla Ostberg Inspection Date(s): 9.0/8/13 SYSTEM INFORMATION Components Type Capacity/Size Primary Treatment Unit Concrete 2 compartment tank Concrete 2 compartment tank 1000 gallons 750 gallons Secondary Treatment Unit Absorption Area Gravelless Chamber Trenches 2 443 ft Other System Components OWTS Use Status: ® In use at the time of the inspection. [—]Not in use at the time of the inspection.* *If the OWTS was not in use at the time of the inspection, it is recommended that the system be re-evaluated when it is in use for a more accurate evaluation of the system. System Records: Permit #: 10005 Date of Issuance: 3/22/10 Date of Final Approval: 11/29/10 # of Bedrooms or fixtures served by OWTS: This system is designed for 4 bedrooms. Operational Status: The system was working properly at the time of inspection. Both tanks were in good working order with inlet and outlet tees in place. An effluent filter was in place at the outlet of the second tank. Although observation ports were not present to check for the presence of effluent in the chambers, there were no signs of failure or surfacing effluent in the absorption area. Inspector Recommendations: Inspector recommends pumping the first tank, annually cleaning the effluent filter, and minimize irrigation of the absorption field area. Department Recommendations: N/A Issuance of this OWTS Use Permit is based solely on the conditions observed and reported by the inspector to the Department on the date of the inspection(s) and on Department records at the time of permitting. The issuance of this permit does not constitute a guarantee, warranty, or representation by the Department that the system will operate properly or will not fail or that the system will not be subject to future enforcement action to correct non-compliant conditions. Estimated capacity of the system has been listed on the permit and we recommend that you monitor and/or meter water use to prevent overuse and possible failure. Page 11 Pitkin County Environmental Health Department j ► N Onsite Wastewater Treatment System (OWTS) C 4USE PERMIT APPLICATION 76 Service Center Rd add�k � QerOZS ir^111110w Website: www.aspenpitkin.com/ehnr/ X(p64- i^ AA$C.. Anr%lirimtinn fnr r.nntiniiarl I IcP of an Fxistinn OWTS Parcel ID# (available from the Pitkin County Assessor's Office 970-920-5160 or at www. itkinassessor.org): / D / _ O _ `7 / ( o� I Purpose of Use Permit: ❑ PROPERTY TRANSACTION REMODEL/ADDITION Property Address: /,55715`Q ++(e /�Q� nJ n i Ca��jQ�da (/ � ��pl Lot: Block: Filing: Subdivision: Residences: Other # of Bedrooms: /� fixtures/uses: Fax Number: Property Owner(s)`:- ! S S0� l.. r i- (es LLC Email Address: ADO r/ CO �O 91��4 1 • ��N'L rr� Owner's Mailing Address: 2� ,, t te,Z a + Co ZL 0 C7 o K J J aSQT- l Home Phone470 :_ 1.3 435 17 Business �H�' `Contact information must be provided for the owner signing this application. Primary Contact Person/Applicant if not caner): 6(OL c Ccaw ompany: �aw ccs 'Des, I 1 �L � v, d Contact/Applicant Mailing Address: 1101 1 t ��aa City, State, Zip: C� �b�r�aa<< cc 8 ► c,, �-3 cR� Cell Phone: 9?d—�i8- o Business Phone: iso 3833 Fax Number: Email Address: Gca �Fo cr)d ` e s rib U r,0� coP-COIL . r�� Indicate Preferred Method of Permit Receipt: Email El Fax ❑ US Mail .icensed Syste s Inspector: Phone Number: Email Address: Fax Number: �'�Si-btrc�, °I`)o-3oq -SOIL/ (et . os+bc�gC�9w�u;� . co, flailing Address: 1 City, State, Zip: ( ) d J� Fa0r (il)``L�l �f�V4- ILa� CcL(Ioov-�Ck kt I CO V <<O 23 DLEASE READ BEFORE SIGNING: certify that the above information is complete and accurate and that I have provided complete and accurate information in all of the documents ncluded in my application package. I acknowledge that this department may revoke any permit I am issued if my application is found to contain any naccurate, false, or misleading information. Owner Sign re (Required): Date: 30 Applicant Signature: Da/ b )D ( 3 Please allow, FOR OFFICE UI Received by EH days for processing of Use Permits. Fee & Receipt #: Date: n CBO Inc. '~ 33 Four Wheel Drive Road Carbondale, CO 81623 .-,.� .�• cell) 970-309-5259 office) 970-704-0484 w° carla.ostberq(a_)gmail.com October 13, 2013 Brad Crawford Crawford Design Build crawforddesignbuild(a)comcast.net Onsite Wastewater Treatment System (OWTS) Use Permit Inspection 1555 Nettle Creek Road Pitkin County, Colorado Mr. Crawford, As requested, CBO Inc. performed an Onsite Wastewater Treatment System (OWTS) Use Permit inspection at 1555 Nettle Creek Road, Carbondale, Colorado on October 8, 2013. The permit and record drawing was provided by Pitkin County Environmental Health Department (Parcel ID # 2649-101-00-021). The subject OWTS consists of one 1000 -gallon, two-compartment concrete septic tank followed by a 750 -gallon concrete septic tank. The absorption area consists of four gravelless chamber trenches, each with 8 `Standard' Infiltrator® chambers for a total of approximately 496 square feet of infiltrative area. Both septic tanks appeared to be in good condition with all inlet and outlet tees present. An effluent filter was installed on the outlet of the 2nd septic tank. This filter was cleaned as part of the inspection. Accumulation of sludge and scum in the 1St tank warrant pumping. The second tank does not need to be pumped at this time. The absorption area showed no signs of saturation, and had no indication of failure. Observation ports were not present. The absorption area is located under a lawn area that is regularly irrigated. This evaluation is not a guarantee of future system performance. This inspection is good for one year. Recommendations: • Pump first septic tank in series. • Clean effluent filter annually. • Minimize irrigation over absorption area. This report should be submitted to the Pitkin County Environmental Health Department. The following links are the required application and application checklist. Application: http://www.asperipitkin com/Portals/0/docs/county/Com%20Dev/EHNR/OWTS%20Use%20Permit% 20Application.pdf Application Checklist: http://www.asperipitkin com/Portals/0/docs/county/Com%20Dev/EHNR/OWTS%20Use%20Perimt% 20Application%20Checklist.pdf • Please call with questions. Sincerely, 068-�&)Ys � (19 Carla Ostberg, MPH, REHS NAWT Certified Inspector Certification # ITC11042010 Exp. 2014 Inlet 1St tank Outlet 2nd tank with effluent filter E View of tank lids (picture not taken during inspection) 40 View of only tank lid that is accessible from grade — other lids are approximately 8" below grade. Absorption area under irrigated yard. Pj I*, i Onsite Wastewater Treatment Systems (OWTS) Use A Permit Inspection Form C"A 1NT Pitkin County Environmental Health Department 76 Service Center Rd, Aspen, CO 81611 Phone: 970-920-5070 Fax: 970-920-5374 Inspection form for continued use of an existing OWLITS Owner's Name: Parcel Number: Inspection Date: Inspector's Name: Business Name: Phone Number Pitkin County Systems Inspector License Number: \�` A copy of this inspection report will be remitted to Pitkin County Environmental Health Debartment hX the Licensed Systems InMectDr within 60 days ot the inspection regardless of whether the swem easses or fails. QUESTIONS FOR PROPERTY OWNER PRIOR nOINSPECTION: |sthe home cun��Y ent|yuccupied? v NO If NO I..^,/"""��a"�h��"="�"a".,a,"�,v '~~~�^~^^~^^'—^-^^� How many bedrooms are inthe home? Ifsecondary treatment isused, who isthe LJk~.( i4_ "~1 - �r�)�� maintenance provider? ~-_K�v ' '' �� RECORDS: Were system records available from Pitkin County? (YES) NO If YES: -^—~ Date of Final Approval; # of bedrooms permitted: VVasanas-bui|tdrawingavai|abie? NO |sthe as -built drawing accurate? %~,��.� NO If NO: Complete odrawing of the system onlost page of this form as accurately as possible. Any questhonmarked FAIL will require correction before an OWTS Use permit is Issued. SITE CONDITIONS: Proper grading, noevidence oferosion? Improper vegetative cover? FAIL YES ` �~& '~�^ &�Ni�� _ _ -[�-~--- lD~ E�denoeofcompactionsuchasheavymachineryor|ivegock? YES ~ � |mprmperdischa/gessuchasxtraightpipes? FAIL �� `. , Evidence ofhigh ground water? N Ir YES Snow cover present? 1 0 YES TANK: Tank 1 NC Tank 2 PASS F iL Tank 3 Tank capacity '; gallons — � Igallons FAIL SECONDARY TREATMENT: gallons Tank material Is a seconda ry treatment unit present? YES NO UNKNOWN If YES, does the unit appear to be in good working condition? YES NO # of compartments c UNKNOWN (}rib . oL Date of last pumping Lift, 1 � �� '� �`� ? ��€ Tr Lids/risers in good condition FAIL P FAIL PASS FAIL -Risers to grade ES NO YE5` NO YES NO Riser height / 2,/ Riser condition/watertightness- C Inlet sanitary T/baffleSASS FAIL PAS FAIL PASS FAIL Outlet sanitary T/baffle PAS FAIL ,PAS FAIL PASS FAIL Effluent filter (if part of design) PASS FAIL N PASS FAIL N/A PASS FAIL N/A Condition of tank material ``SASS FAILPASS - FAIL PASS FAIL Tank was pumped for inspection YES NO YES NO_ YES NO If YES, list the pumping company If N0, when was the last pumping Scum level (1st compartment) (r-, inches inches inches Sludge level (1st compartment) ;, t�" inches rs inches inches Scum level (2nd compartment) inches 011 inches inches Sludge level (2nd compartment) , ; " inches inches inches Backflow (if pumped) PASS FAIL PASS FAIL PASS FAIL Midtank baffle PASS FAIL N/A PASS FAIL N/A PASS FAIL N/A Watertightness PASS FAIL PASS FAIL PASS FAIL PUMPS/DOSING SIPHONS: Is a pump or dosing siphon present? YES NC If YES, is the pump/dosing siphon functioning properly? PASS F iL Does the pump/wiring/dosing siphon appear to be in good condition? PASS FAIL Is the high water alarm working, both visible and audible? PASS FAIL SECONDARY TREATMENT: _ Is a seconda ry treatment unit present? YES NO UNKNOWN If YES, does the unit appear to be in good working condition? YES NO Does the owner have a current maintenance contract for the unit? YES NO UNKNOWN Maintenance Provider: Phone: If there is no maintenance contract, a contract must be in place prior to occupancy of the home. A copy of the contract must be submitted to Pitkin County Environmental Health Department. ABSORBTION AREA: Effluent surfacing? Evidence of past surfacing? Surface dampness? Excessive odors? Field location verified by observation ports or probing: Liquid in observation port? If YES, record depth: Distribution Box or ADV part of original design? If YES, is it accessible from grade? Is it level and in good condition? ~PASS:, NO Ports NO FAIL YES YES YES Probing YES inches `_.YS NO YES NOJ PASS FAIL Page 2 Altn UNKNOWN} -J i` Any problems with the system that were not addressed in the inspection checklist? Please list anv recommendations for the continued use of the system: Were any repairs done as a result of this inspection? t N� j YES If YES, please describe the repairs. To the best of my knowledge and training, the information collected in this inspection is accurate as of =' 20 i G' . Licensed Systems Inspector Signature: ( A. jai , Additional Notes: Clearly label any pictures and attach them to this form. Page 3 Permit # 06073 Pitkin Court. nvironmentai Health & Natural Resou a Department Pet c for an Individual Sewage Disposal 16 '.em 0405 Castle Creek Road, Suite 10, Aspen, Colorado 51611 Phone 970-920-50701 FAX 970-920-5077 Parcel ID # 2649-101-00-021 Type of permit New ) Repair() Addition/Remodel to House( X ) Name of Owner Garry Snook Street Address 8888 Hwy 133 Property legal description Size of lot 97 acres Water source Private Well # of bedrooms in house Caretaker unit Total square footage of the house 4 # of offices, lofts & similar sized rooms in house Total square footage of the caretaker unit # of bedrooms in caretaker unit # of offices, lofts & similar sized rooms in caretaker unit Designed for what # roams (list) 4 bedrooms(adding 2 bedrooms to existing 2 bedrooms) Permit information Designed by Mct.aghlin Rincon Mailing Address 1'l1 P AABC Aspen, CO 81611 Perc rate 10_ mpi Profile hole depth 8 ft Depth to groundwater or bedrock Greater than 8 ft Minimum Septic tank capacity 1750 gallons Minimum Absorption area 443 sq ft w/50% reduction Comments Septic permit approved per compliance with the engineer design and specifications dated September 11, 2006. Any changes must be approved by this department and the design engineer prior to them being made. Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations. There must be a minimum 132 foot setback from the well to the field and at least 82 feet from any ditch or pond to the field. A new 1000 gallon two-compartment tank will be placed in front of the existing 750 gallon tank. An effluent filter should be placed on the outlet of the exiting 750 gallon tank. An additional 248 sq ft of absorption area should be added, which will include two rows of either 8 Standard, gravelless chambers (total 16) OR two rows of 13 Quick 4 chambers (total 26), and aistribuiion box for even distribution. A new splitter box will also be used to distribute flows evenly to the two systms (existing and new). This department does not endorse any brand of products. 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. This department must also be called for an inspection with a minimum of 48 hours advanced notice. The owner has the responsibility that all components are inspected and maintained on a regular basis by qualified personnel. Revegetation over the area of the field is very important for the functioning of the system. Pitkin County has guidelines that must be followed to assure the plants that are introduced are appropriate for the conditions of the area. The use of native plants is strongly Permit approved by: In Date: ' 0 Plans and specifications of the proposed individual sews a disposal system have been reviewed and are considered satisfactory. Permission is hereby granted to the owner or the agent to perform the work indicated in accordance with the Pitkin County ISDS Regulation in effect at the time of issue. This permit becomes invalid 6 months from the date that the permit was issued unless system construction has commenced or an extension has been approved in writing by the Department. AR -built drawings must be included with this permit before the final approval will be issued. Expiration Date: 4 f9 U 7 Installer: - C License Number: Final approval: l 3f U4 t �' A Date: Cl 13-17 161 � ' i EXISTING IN JULY C 0 INFILTR 35 2 NEW SPUTTER BOXES',/ 4" 5DR, 35 SETIPEEN-HOU6t'"' 1 T 5FL IT FLOWS T E(CW AND TANK AND TANK. AND SYSTE ------- - SYSTEM OVER TH EXISTING 4" SDR 35 AND ON THE NEW OWS TOS LIT FLOWSr=xie*riNG 75o GALLON EVENLY TO EACH ROW SEPTIC TANK, IE - 5ro,.0. N LTRATORS E>< SPLITTER BOX IIN51 IAT -2 NEW SYST M SO 0 L 2 ROWS 1 TCT 1 FI I ITS r�e ; AND > INSTALL C 4 E F L 4 E TE AND STA roR 411 10 BE 1, OUT 01= THE E ISTIN TAN 4K - 200(o I 1,000 GALLOt VER THE EX L FIFE LOCATIC Sgr ELEVATIC ALLOWABLE FAR CALCULATIONS Original FAR available to the Property: 5,750 SF TDR purchased in 2008: 2.500 SF Total Allowable FAR: 8,250 SF EXISTING FAR CALCUATIONS Existing Main House 4,861 SF1 (1555 Nettle Creek Rd.) Existing Caretaker Dwelling Unit: 2,499 SFS (1525 Nettle Creek Rd.) Existing Buried Root Cellar 128 SF Total Existing FAR: 7,488 SF REMAINING AVAILABLE FAR: 762 SF PROPOSED FAR WITH THIS SUBMITTAL Proposed Net Addition to Residence - 20131 721 SF REMAINING AVAILABLE FAR: 41 SF GROSS ALLOWABLE FOR SITE: 15,000 SF Existing Gross on Site: 7,488+4,834 + 1,600 = 13.922 SF REMAINING GROSS AREA: 1,078 SF 'FAR for the Main House determined from the Zoning RecaM, dated some lime after 12.08.10. No changes to the Main House Residence have taken Place since that date. 2 FAR for the Guest House determinetl ham the acWal architectural drawings submitted for the construction of the guest house. FAR is 1—t- the Zoning Renard because it includes both netand gross SF far the CDU. ' The blot addition is 972 SF, however of Nat, 251 SF was Previously existing, and removed under the previously submitted demolidon Peri iL In addition, there I,,, additional 135 SF of inter,, remodel of existing FAR that does not elf- to FAR calculations. Edsting Gmss SF fn Bams is ham Zoning Record, dated some time after 12.08.10. No new bams have been wnstructed since that data --------------------------------- ---------------- FOR AREA CALCULATIONS SEE ARCHITECT'S SHEET: ; SP.1-------------------------------------------------- ; SHEET INDEX AO.1 INFORMATION SHEET, FLOOR AREA SUMMARY A1.2 SITE PLAN/CON5T. MGMT/DRAINAGE 4 EROOSION D2.0 DEMO PLAN SPA SITE PLAN + FLOOR AREA CALCULATION5 5P.2 SITE PLAN (CNIL) SURVEY IMPROVEMENT SURVEY A.1 LOWER AND MAIN LEVEL FLOOR PLANS A.2 FLOOR AREA PLAN AND ROOF PLAN A.5 EXTERIOR ELEVATIONS A.4 EXTERIOR ELEVATIONS A.5 BLDG AND WALL SEGTION5 5.1 FOUNDATION PLAN 52.0 5TRUCTURAL DETAILS AND GENERAL NOTES TEAM MEMBER5: ALL INGUIRE5 5HOULD BE DIRECTED THROUGH THE ARCHITECT ARCHITECT: GRW ARCHITECTURE LLC 1609 DEFIANCE DRIVE CARBONDALE, CO 81623 STRUCTURAL ENGINEER: THEODORE K GUY ASSOCIATES PC 23260 TWO RP./ERS ROAD P.O. BOX 1640 BASALT, CO 81621 GENERAL CONTRACTOR: CRAWFORD DESIGN BUILD LLC 1101 VILLAGE ROAD #1128 CARBONDALE, CO 81623 SITE DATA: PROPERTY ADDRESS: 1555 NETTLE CREEK RD CARBONDALE, CO PARCEL NUMBER: 264910700021 ACCOUNT NUMBER: R001852 LEGAL DESCRIPTION: Section: 10 Township: 9 Range: 88 HES a0 IN 5E6 10-9-88 EMBRACING A PORTION OF 5EC 10-1-55 BK 589 PG 245 BK 589 PG 246 LAND ACRES: 53.46 ZONING: R5-30 PROPERTY TYPE: AG/RE5 OCCUPANCY GROUP: SINGLE FAMILY RESIDENTIAL CONSTRUCTION TYPE: V -NR MAX BLDG HEIGHT: 28'-0" TO MI175PAN OF ROOF ALLOWABLE F.A.R.: 5"i50 + 2500 TDR (PURCHASED 2008) = 8250 CODES: 2009 IRC 2009 IECC 2011 NEG PITKIN COUNTY EFFICIENT BUILDING CODE eodore K Guy Associates PC common sense solutions ARCHITECTURE PLANNING STRUCTURAL ENGINEERING Box 1640, Basalt, CO 81621 z 0 o o r� Y W Q wo C vw Q ko z z0 V m �C �s 0 0 'z V^ 1 DATE REMARKS 6/13/-13 DEMO PERMIT 7/1-/2013 BUILDING PERMIT JOB x: 13131 DRAWN: FSS -5 CHECKED: M)B/rKG PRINTED: 7/11113 SHEET TITLE: INFORMATION 13131 Nettle— A0.1 uiigi i' COPYRIGHT THEODORE K GUY ASSOCIATES PC CHAPTERS: NON -CONFORMITIES \ / 850: Repairs, Restoration, RECONSTRUCTION, REPLACEMENT, REMODEL, ADDITIONS and Alterations to non -conforming structures Outside the VC and VR Zone Districts FencE 9-6040: Restoration or FxpansJimo/Non-conforming SWcrum oruse With Significant Changesa. The Environmental Health/Natural Resources Department finds that the related septic 2 PR0PANE system or other wastewater treatment system may be adequately accommodated without \ detriment to the wetland/riparian stream habitat: b. No Transferable Development Rights (TOAs) shall be used on site for any purpose; a c. There shall not be removal of vegetation or other existing visual buffers between the proposed structure and the stream. d. Expansion shalt be limited to one additional floor directly over the existing footprint of the I / / /?,�S• / structure (footprint does not Include appurtenant decks) (subject to all applicable Code / provisions, including standard maximum height restrictions defined in Table 5-1A, Dimensional Requirements."); and O 9 i9 9 o e. Expansion shall be limited to above -grade space only. 1�\\ � � 615' i DUMPSTER (8'X22'1Addition of height and bulk shall be subject to approval of a construction management plan by4 (3) Notwithstanding paragraphs (1) and (2) above, any residential structure that Is legally non- / _0 300 ft./ L17G ENVELOPE -' - - conforming with respect to rnsion without re setbacks is permitted a onon that no evesq. bl - PROJECT WILL . —.. —.. .. { / above grade attached expansion without requirement of a demonstration that no developable WMPLY: PER / area exists outside of the 100 foot setback area. This expansion must maintain at least a 50 foot MEETING W/ I / MATERIAL STORAGE IN A Y riparian/wetland setback, and there must be demonstration to the satisfaction of the SUMEETI WOL♦=E Environmental Health/Natural Resources Department that the expansion can be sited without detriment to the wetland/riparian habitat. A riparian/wetland mitigation plan that outlines _ improvement and/or restoration of the subject property may be required to be submitted to the AL -50 IN I / / / / .yo GON5TRUGTION Community Development Director for review, approval, and implementation as part of this ATTENDANCE: VEHICLE PARKING analysis in order to obtain this exemption. GEORGE WINNE AIA (2 VEH GLES) July, 2006, Ord. No. 14-d, 2006. § 9.50-20 amended (par) by Ord 21-200]; Ord 024-2006 / OR USE WITH SIGNIFICANT CHANGES The Board of County Commissioners may permit modifications to a nonconforming structure or use -- • — f %1 / / / / / ' that does not meet the standards of Sec. 9-50-20, subject to compliance with the standards in this ` RFyVORK GRADE AS REQT7 TO section. MAINTAIN P05ITNE DRAINAGE I / / 5 : \�PS AWAY FROM ADDITION (a) Adverse Impacts and County Land Use Policies The Board of County Commissioners finds that any adverse impacts of the non -conforming use or / / ' \ / ( 16 - ' LE55 THAN ONE ACRE BEING structure on the neighborhood or the County as a whole and any Inconsistencies with County Land ` 7165.0, / DISTURBED (APPROX 800 SF) Use Policies in Chapter 1 to be tolerable. I if I / / 9 9 f / ,,. ' S1PP (b) Consistency with Master Plans �� I / / / I I I / / ' I - The structure or use is generally consistent with adopted master plans for the area and adjacent land 1 S 4 uses. I 4 ( I �--� � SILT FENCE (c) Building Code Standards, Hardships or Improvements to Function and I REMOVE E /4 S T. Appearance J I The applicant demonstrates that the purpose of the development is to: / / I J t / ' /r / I Y `/ (/ � ' D R � V E U,V/ /P 1 `�jp CONTROL PERIMETER OF 51TE _ �� 1 A Land Use Code Pitkin County, Colorado 1 I , t July 2006 Page 7 I 2 MERGENGY'VEHIGLE ftG E55 \ NT MINTHE AREA AND Or E \ DURATION OF J(POSSOILS. A \\\\ ESTABLISH VEGETATEDD COVER ON SLOPES THAT LEAD �� // / /^�. _ � �.._ _ .,�,A�. '". •j� .. rbt .�.�.r ��Yw �ai't-..= TOWARD STREAM G�ON AN / D �+4fcG 051 STRUh&►`�I—N 4 � � -AM NETTLE ecdore K Guy Associates PC common sense solutions ARCHITECTURE PLANNING STRUCTURAL ENGINEERING Box 164o, Basalt, CO 81621 �--• / '.� GREEK DATE REMARKS O / 6yI�/2ot6 DEMO PERMIT 7/1 , 0/2013 BUILDING PERMIT O y 10B.: ,313, PRINTED: A CHEC"KED: MI6 3KG SHEETTITLE: SITE PLAN/CONST. LAN AAGMT DRAINAG EP EROSION \q � I / / CONTROL PIAN 13131 Nettle.vw x COPYRIGHT THEODORE K GUY ASSOCIATES PC Theodore K Guy Associates PC common sense solutions ARCHITECTURE PLANNING STRUCTURAL ENGINEERING Box 164o, Basalt, CO 81621 970.9273167 1 tkgac+atkga.net Z 0 DATE REMARK[ 6h3/2013 DEMO PERMIT 7/10/2013 BUILDING PERMIT 10B .:11131 DRAWN: FSS - CHECKED: -B/TKG PRINTED: 7/11/13 5 H EET TITLE: MAIN LEVEL DEMO PLAN 13131 Nettle.— P2.0 COPYRIGHT THEODORE K GUY ASSOCIATES PC _-_ -- GRAPHIC SCALE w x ( IN FEET ) 1 inch - 10 It AREA CALCULATION', A. NEW ONE STORY LOG ADDITION (BEDROOMBATIVCLOSET)= "21.2 SF B. EXISTING LOG STRUCTURE TO BE REMOVED/REPLACED = 2513 SF C. EXISTING INTERIOR TO BE REMODELED (KITCHEN) =135.0 SF NEW FAR ADDED (A) = 7212 SF EXISTING FAR REBUILT (B) = 2513 SF TOTAL NEW CONSTRUCTION (A+B) = 9725 SF _SITE P L A NL l _ — H.E.S. #90, SITUATED IN SECTION 10, TOWNSHIP 9 SOUTH, RANGE 88 WEST OF THE 6TH MERIDIAN, COUNTY OF PITKIN, STATE OF COLORADO SITE PLAN LEGEND 1. EXISTING TWO STORY LOG RESIDENCE W/ COVERED PORCH 2. EXISTING MECHANICAL EQUIPMENT AREA 3. EXISTING LIGHTWELL TO BE REMOVED 4. EXISTING PORTION OF RESIDENCE TO BE REMOVED/REPLACED (B) 5. EXISTING FLAGSTONE WALKWAY TO BE REMOVED 6. EXISTING TREES TO BE REMOVED (ASPEN) 7. EXISTING INTERIOR TO BE REMODELED - KITCHEN (C) & NEW FLAGSTONE WALKWAY TO MATCH EXISTING 9. NEW ONE STORY LOG ADDITION W/ COVERED PORCH (A) c7w 905-6 CIRCLE DRI\ HAVANA FLORIDA: Fnmhftmall� PHONE- 970b18A34 FAX_ 970.704.5062 George R. Winne. COLORADO 00#306099 NY 0037861 IX shoot dos—NAI n9 ) Tel FLAH drawn date 06,124 lob-. /1011t sheat%�j' seaax. r 342.5 ..:_..:.--•--•---—•------..�.._.__..—. �..:.___.—..._._...—..—.._.._.._.._.._ J (2) PROPANE Q 1111. CD Lo 9 9 N 111- 00 060, _NEW ONE STORY LOG ADDITION. iTOTAL FLOOR AREA =972.5 SF a✓o : I I / / / _ / / / / / / .. / / q� 9 c -� ADDITIONAL FAR 13 1. SF EXISTINq //.TOP OFPLYWD=+1000=7287.0 _ 50 tv EXISTING LOG RESIDECEN _ S 01 241.5 SF 300.0 SF ALLOWED 0'OF STREAM: o1 � 1 0 S rj 20 I x 1\ 905�B CIRCLE DRIVE HAVE AAI FLORIDA 332 PHONE:970b1&4316 FAX 970.704.5062 George R. Winne A COLORADO .. CO OWN P MY #M2861 CW Z .a W� �W a A oc) � ' Q VO OV F W C C7 Z a�a� H F� 00 E.1 F�1 W 0. z sheet desorlptbn: .. _'!� M�- L N - 60 10 drawn ohaoK.d .date Ofo/24j Job no. sheet ,L!^ Iy� q .eal a..., H.E.S. #90, SITUATED IN SECTION 10, TOWNSHIP 9 SOUTH, RANGE 88 WEST OF THE 6TH P.M. COUNTY OF PITKIN, STATE OF COLORADO GRAPHIC SCALE ( IN PES* ) 1 inch = 200 N. N 0 330 30 N eyi� 300�+ 60 ro a a9 � W 21 a 90 E 290 120 S NOTES 1)7105 YROPHRTYIBSUBIECITO RESIBNATIONS,RR41RIC11" COVENAMS,BUBDRNO 8818ACK.9 AIND EASEAffi71'S OP RECORD, ORINPLACR 1795 SURVEY WAS PREPARED WITHOUT TNS BMMM OPATD7P CDLOOIMMUT12EFORB,EKCWMNS TO=THATMAY AFFP.C7 THESUBMCFPROPHRTYHAVENOTBEMRMAR BYPEAKSURVBYING,DE 2) THE DATE OFTHIS SURVEY WAS NNE 27, 2013. 3) BASIS OPBEARDM FOR THIS SURVEY IS AREARINGOFN74°50'40"6 BETWEEN THE H.S.E. P90 CORNERY4,AR5 REBAR& CAP LS. M29030FOUND INFLACE AND THE H.E.S. #90 CORNFRM5, A SPIKE FOUND INPLACE. 4) UNITS OF MEASURE FOR ALL DMDMK M SHOWN HEREON IS U.S. SURVEY MT. 5) THIS SITE PLAN IS BASED ON THE FOURTH AbIE LADED SNOOK/GSS PROPERTIES SITE PLAN RECORDED OCTOBER 6.2(09IN PLAT BOOK 91 AT PAGE 93 AND PATENT NO. 540301 IN THE PTTIUN COUNTY CUIRK AND RECORDERS OFFICE AND CORNERS FOUND IN PLACE. 6)ELEVATIONS AS SHOWN ARE BASED ON FINISH FLOOR ELEVATIONS AND TOPOGRAPHY AS SHOWN ON SAIDFOURTH AMENDED SNOOKAOSS PROPERTIES SITE PLAN. CONTOUR IN ERVAL EQUALS I FOOT, SURVEYOR'S STATEMENT L JASON R NEB., DO HEREBY STATE THAT THIS STTEPLAN WAS PREPARED HYPEAKSURVEYING, INC. POR OSS PROPERTIES, LLC.,'THAT SAID SURVEY WAS PREPARED BY ME ORUNDER MY SUPERVISION AND RESPONSIBLE CHARGE AND THAT IT W TRUE AND CORRECT TO THEBEST OF MY KNOWLEDGE. /C BY, SON .3 07/03/13 :'JW ��1�'�9C LARa bQ! — — — — — - — PHBPWTBK 9I Y(i 93'. GRAVEL -- ' DRIVE F. GARAGE COVERED M-7281.73' a� IffilIBAMCAL ROOM A. MULTI LEVEL LOO AND SIGNS FRAME HOUSE COVERED PATI) GRAPHIC SCALE >e ( IN PEEL ) 1 inch = 10 It. FASCIA A c YP.) PEAK Surveving,Inc. D.—By: JRN NO. Date Revision B GSS PROPERTIES, LLC. PrrICIN COUNTY, COLORADO SITE PLAN H.E.S. #90 13ojeclNO. 13040 Ch. w By: MN ___._ __._ _ K•lTG r-_9 - 110 91'(t(.I LOWER. LEVEL, PLAN 1': 4.1 MAIN. LE.VE,L PLAN,_ 1 ..4 NEW FOUNDATION WALLS 8c EXISTING LIVING (PARTIAL) NEW ADDITION AND EXISTING LIVING (PARTIAL) _ WINDOW SCHEDULE.____._.___ A. 2/0 X 2/0 AWNING B. 2/0 X aro CASEMENT C. (2) 2/6 X 5/0 DOUBLE HUNG (TEMP) D. 2/0 X 7/0SINGLE HUNG (EXISTING FOR REUSE) E. 2/0 X'Y)D"SINGLE HUNG - F. 4/0 X 7/0 FIXED (TEMP) W/ 4/0 X 2/0 TRANSOM ALL WINDOWS TO BE ALUM. CLAD WOOD TO MATCH EXISTING EXTERIOR FRAME COLOR TO MATCH EXISTING ALL GLAZING TO BELOW E' SQUARED DOUBLE INSULATED 'U' FACTOR TO BE .32 OR BETTER MU 905-B CIRCLE DRIVE HAVANA FLORIDA 323? PHONE: 970.618.0 FAX: 970.'100.5062 George R. Winne A.] COLORADO F7 CD #306099 FL. NY#022961 COA# a A rZa A ►r 1� O A oU0 � d 10 U HQ. w W zauu A �a W .hast tlssoMpttohe M 't zy� t arawn� ohsoksa data lob —* sheet✓ seat F OF CO< h� O�9 3 099 r w. C OE r #A AREA CALCULATIONS A. NEW ONE STORY LOG ADDITION (BEDRoowaATwLoSEr)= 721.2 SF B. EXISTING LOG STRUCTURE TO BE REMOVED/REPLACED = 251.3 SF C. EXISTING INTERIOR TO BE REMODELED (KITCHENS =135.0 SF NEW FAR -ADDITION (A) = 721.2 SF EXISTING FAR - REBUILT (B) = 251.3 SF TOTAL NEW CONSTRUCTION (A+B) = 972.5 SF v w 905.B CIRCLE DRIVE HAVANA FLORIDA 32 8 ONE;�gma18.434 PHON6:970fi18.4346 FAX 970.704.'462 George R. Winne A COLORADO CO #30M F til'A02iB61 COA Z a W o z °n a C-uo a `" Va . p WW cdtxw�� u a F w zzau O z w zH�w� �q a z >C Q W sheet descriptlon: oheoked date Job no. .heat i'i �✓ F°" seal or o� yP pp,9��p O99 LE!(-_AT_L_Q_ N .(cies 114MT A-,+ fcf- M PA(, Mw4P) vv 905-B CIRCLE DRIVE HAVANA FLORIDA 3233? gwarch@oa—l— PHONE:970.618.4346 FAX: 970.704.5062 George R. Winne A.L cof f o FD CO#3060" FL* NY#022861 COAT U 0 wqq W ~ z A awx° .W.7°�aw'za w� sheet descrtptlon: mm ledzou UNAT Ion no. 201, 0 shoet At o EXTERIOR FINISH LEGEND I. STANDING SEAM METAL ROOFING 2. 1x8 WOOD FASCIA W/ ALUM. DRIP EDGE 3. 12" BOARD & BATTEN SIDING 4..1x6 VERTICAL WOOD SIDING 5. 8x12 WOOD LOG EXTERIOR WALLS 6. 4"-5" STONE VENEER W/ 3" STONE CAP 7. 8x8 WOOD COLUMN 8. 2x 12 WOOD TRIM @ CANTILEVER 9. 6x12 WOOD BEAM @ COVERED PORCH 10. ALUM. CLAD WOOD WINDOWS & DOORS 11.36" HIGH RAILING (MTL. PICKETS @ 4- O/C) 12.6" PRECAST CHIMNEY CAP . . 13. NEW WOOD FENCE & GATE FOR EQUIP. AREA NOTE: ALL FINISH MATERIALS, WINDOWS, DOORS, & HANDRAIL TO MATCH EXISTING w 905-8 CIRCLE DRIVE _ HAVANA FLORIDA 32333 glwa.b@gmwl.— PHONE:970.618A346 FAX: 970.7045062 George R. Winne A.Le COLORADO Fwl co #306M FL#00 NY#022661 COA#26f Isl U W Aa 0o aA 0 a�� O u 0 W • W Waw°F zza W zA ww. F W sheet aesortptwnt -f,-{_GV�s6+TIt7R drawn checked date 6/2 *� job no. ,1y13. sheat 1 seal *g m W A I: i.__S.E-C T-1-0--N—:—vi L. WALL SECT ION i LE . 1. STANDING SEAM ROOFING / ICE & WATER S16EI.D OVER 11/16" OSB � '12:1iEOTEXTILE! FA4RIC OYER.4'_'.PEREORATED.DRAIN PIPE . .. 2. 11.88 TH RAFTERS @ 16" O/C W/ R-60 INSULATION & BAFFLES (PACK OUT ENDS FOR SOLID BEARING) 13.8x12 WOOD RIDGE BEAM 14.5/8" TYPE `X' G" AT ALL CEILINGS AND FRAME WALLS 3. NOTCH Til TO 5.5" FOR OVERHANG (PACK OUT EACH FACE) 15.2x8 TOP PLATE W/ LAGS AT 24" O/C 4. ALUM. DRIP EDGE/ 2x10 FASCIA / 2x6 SUB FASCIA S. 1x6 T& G SOFFIT W/ 2" CONT. SCREEN VENT 16. 11.88 RIM JOIST Qa PERIMETER 17.11/16" OSB SHEATHING / 11.88 TIT JOISTS @ 16"0/C / R-19 INSUL. 6. 802 LOG WALLS W/ STUCCO CHINKING BASE WALL 18. PT 2x8 SILL PLATE W/ 3/4" ANCHOR BOLTS Q 48" O/C 19.11" ICF BLOCK x(11.1. (6" CONC.) W/ REINFORCING AS PER ENGINEER 7. SILL SEALER AT OF S. ALUM. SILL FLASHING AT BASE OF WALL 20.6 MIL VB ON WALLS & OVER GRAVEL FLOOR 9. 7/16" OSB SHEATHINGAT FLOOR FRAMING 21.3" GRAVEL BASE�ATCRAWL SPACE (FLOOR) N�W� �Ya°it'ING� 905-11 CIRCLE DRIVE HAVANA FLORIDA 323X S—mb@Bm l.— PHONE:970.618,4346 FAX: 970.700.5062 George R. Winne A.I. COLORADO FD 00#906099 FL NY#023861 COA #Z sheet 4"OrIptkNh WAU, .%MM 1 I oheakea 1 1 saal Footing Pad Schedule Mark Size Thick Reinforcing 2'-0" x 2--0" 17' 3-#4 EA. WAY B 2'-6" x 2'-6" 12" 4-#4 EA. WAY jryuivvr%i iyiv rLrniv J 1/4• = t•-0• MAIN FLOOR FRAMING Theodore K Guy Associ common sense sol.u. ARCHITECTURE PLANNING STRUCTURAL ENGINEE Box 1640, Basalt, CO 8 970.9z73167 1 tkga@tk -09113 PERMITS ■ DATE REMARK JOB A131 ' DMWN: MAM CHECKED: TKG PRINTED: a6/19/13 SHEETTITLE FOUNDATI PLAN Sol BEAM t COLUMN (SEE PLAN) SIMPSON ABU6b POST BASE - LET IN STRAPS II� / AS REGD. BOLTS PER j MANUFAGNRER 2 X 4 x 24" SCAB PLATE -SPIKE TO - BOTH SIDES SEE FOOTING SCHEDULE ON PLAN FOR FOOTING T FOOTING &ROUT SOLID SEE PLAN BELOW POST 1. a- 2 LOG COLUMN_STAND OFF 5A5E 1" MIN b" ABODE &RADE --IIII=IIII-IIII RAM-5ET OR EQUAL ANCHORS O 16"0. Noo(SEE PlBEAM =IIII III _-IIII- ) •l I• 222x�b X 24" FOR FOOTING, MALL x FULL HT. W/ b.. 1 BOTH 6 REINFORCING SEE DETAIL CATCH O SIDES T. FOOTING ARCHITECTURE PLANNING BUILT-UP COL STRUCTURAL ENGINEE will) the structural engineer be responsible for the contractor's means, meathods, techniques, sequences for procedure of construction Or the safety precations 4 the programs incident thereto. GLR. (TREATED WOOD) iii .. .. .. revisions may be required SEE PLAN 4. Grayed lines indicate existing (E) structure. 5. All dimensions and details on structural drawings shall be verified against the architectural drawings and any di5crepancie5 shall be brought to the attention of the architect before construction or fabrication commences. DO NOT SCALE DRAWINGS. NOTE CONTRACTOR MAY PROVIDE 4" DEEP BEAM POCKET a CONTRACTORS OPTION. 1. Roof Snow (-f500' Elev. Region 4)= 60 psf; Residential Floors = 40 p5f; Wind (Exposure B) =90; Seismic Design TYP. BM/COLUMN CONN. n '3/4''= 1'-0'' -0 T. PLYWD - JOISTS SEE PLAN BLOCKING " design loads or assume all liability. BEAM t COLUMN (SEE PLAN) SIMPSON ABU6b POST BASE - LET IN STRAPS II� / AS REGD. BOLTS PER j MANUFAGNRER 2 X 4 x 24" SCAB PLATE -SPIKE TO - BOTH SIDES SEE FOOTING SCHEDULE ON PLAN FOR FOOTING T FOOTING &ROUT SOLID SEE PLAN BELOW POST 1. a- 2 LOG COLUMN_STAND OFF 5A5E 1" MIN b" ABODE &RADE --IIII=IIII-IIII n Step in Elevation H Wall Step FOR WALL t FOOTING _-IIII- 4 - •4 DOWELS VfllM-Pi. Bearing Wall -- Shear Wall PIER x FULL HT. W/ b.. 1 - 1-1 A CATCH O =3 nE5 ® 12" O.G. 2. The contract Structural drawings 4 specifications represent the finished structure. They do not Indicate the method Of construction. The contractor shall provide all measures necessary t0 protect the structure during ARCHITECTURE PLANNING construction. Such measures shall include, but not be limited to, bracing, shoring for loads due to construction eC{Ulpment, etc. Observation VI51t5 t0 the site by the structural engineer shall not include of the above items nor STRUCTURAL ENGINEE will) the structural engineer be responsible for the contractor's means, meathods, techniques, sequences for procedure of construction Or the safety precations 4 the programs incident thereto. GLR. SEE PLAN FOR Notify the engineer of any conditions found to vary from that indicated by the structural drawings. De51gn revisions may be required FTG. t REINF. GONG PIER C FT&CONC PIER FTG PAD MATCH 512E t LING OF HORIZ. LAP BARS PER L REINF. WALL REINF. __-- ISEE WALL SECTIONS) TYP GORNER $ INTERSEGTION n Step in Elevation H Wall Step FOR WALL t FOOTING -- Elevation -rtFooting Step STEP LOGATION5 VfllM-Pi. Bearing Wall -- Shear Wall Theodore K Guy Associ: 5EE PLAN Jk T. WALL J 1-1 A I T. FOOTM6 T. FOOTING call R1y Joist / Beam gHidden Plywood Break Hanopal er Step in Elevation H Wall Step -- Elevation -rtFooting Step Yl '////,,/,Over Framing a D Roof Pitch Arrow VfllM-Pi. Bearing Wall -- Shear Wall Theodore K Guy Associ: General ai-n sense soluUc 1. The requirements of the International Residential Code (I.B.G.) shall govern the design 6 construction of this work. 2. The contract Structural drawings 4 specifications represent the finished structure. They do not Indicate the method Of construction. The contractor shall provide all measures necessary t0 protect the structure during ARCHITECTURE PLANNING construction. Such measures shall include, but not be limited to, bracing, shoring for loads due to construction eC{Ulpment, etc. Observation VI51t5 t0 the site by the structural engineer shall not include of the above items nor STRUCTURAL ENGINEE will) the structural engineer be responsible for the contractor's means, meathods, techniques, sequences for procedure of construction Or the safety precations 4 the programs incident thereto. Box 1640, Basalt, CO9 970.927.3167 1 tkga(Dtkc 3. All existing conditions must be verified by the builder in the field. Unknowm 4 varied conditions may be found. Notify the engineer of any conditions found to vary from that indicated by the structural drawings. De51gn revisions may be required 4. Grayed lines indicate existing (E) structure. 5. All dimensions and details on structural drawings shall be verified against the architectural drawings and any di5crepancie5 shall be brought to the attention of the architect before construction or fabrication commences. DO NOT SCALE DRAWINGS. Live Loads 1. Roof Snow (-f500' Elev. Region 4)= 60 psf; Residential Floors = 40 p5f; Wind (Exposure B) =90; Seismic Design Category = G. Foundation 1. Soils are presumed non -expansive, non -soluble 4 not prone to excessive consolidation. A maximum allowable bearing of 2000 (DL+LL); Retaining are designed based on the following: Active of pressure psf walls pressure 45 pcf, At -rest pressure of 50 pcf, Pa55ive pressure of 35 pcf 4 a coefficient Of friction if 35. was assumed. Owner shall retain a soils engineer to Inspect the open excavation to verify the structural engineer's assumed design loads or assume all liability. Concrete 1.Concrete has been designed 4 shall be constructed in accordance with the latest edition of the A.G.I. 2. All concrete Shall Qevelope 3000 psi ComppreSalve strength in 28 days. 3. All reinforcing Shall conform to ASTM A(15, grade 60 except slabs may be grade 40. 4. All slabs on grade shall be 4" thich 4 reinforced with 4"x4"-W2.WcW2A welded wire fabric or #4 bars a 18" on center each way unless noted otherwise. Reinforcement to be placed in center of slabs. 5. Lap Splices be a of 36 bar diameters in length 4 all bars Shall be continuous around corners. shall minimum 6. All anchor bolts my be substituted with epoxy bolts installed per manufacturer. Sawn Lumber 1. All wood attached to concrete or masonry shall be 2x redwood or pressure treated lumber (unless noted otherwise). Attach sill plates with 1/2"m hooked anchor bolts ('I" minimum embedment) at 48" on center (unless 1 i noted otherwise). Anchor bolts for ledgers called out on plans (4" minimum embedment). V 2. Provide solid blocking between all joi5t5 (greater than 2x8'5) at bearing supports. Provide additional blocking only as required by the I.B.G., Section 2304.10.2 and 2308.8.5. #2 3. All beams 4 headers shall be Douglas Fir -Larch or better. 4. Studs 4 plates may be Douglas Fir -Larch or Hem -Fir stud grade. 5. Nail or screw at 12" O.G. all built-up wood members called out on plans to the Sheathing or drywall. _ 6. Provide built-up wood columns of 2-2x6 (or 2-2x4 at 2x4 stud wall) or a minimum number of studs to equal supported beam width (unless noted otherwise on plans). 7. Alf typical headers to be 3-2x10 at 2x6 stud wall and 2-2x10 at 2x4 stud wall (unless noted otherwise). w 8. Shaded areas denote areas of overframing. Overframing shall be parallel w/ framing members below where Q practical. 9. Ladder framing at rake end is suggested, or apply Structural fascia. Backspan distance equals 2:1 minimum O o 10.2x Ledger - attach to rim or each vertical (ib' O.G.) stud w/ a minimum of 4 - #14 screws. Typical U.N.O. O g 11. Roof rafters U.N.O. are 2x12 a 24" O.G. up to a max horiz span of 10'-0", 2x12 a 16" O.G. up to 12-2" 4 2x12 ® 12" O.G. up to 14'-0". For single 2x12 connections use LSSU210 or LU5210 hangers. For dbl 2x12 connections use p LSS0210-2 or LUS210-2 hangers. Sloped 4/or skewed LVL use LSSU125 for singles 4 1-550410 for dbl's. <o LVL 1. Allowable unit stresses for dry conditions of use required shall be as follows: Fb = 2600 psi Fv = 285 psi •150 W NYz D Fc I = psi E= 1900 000 psi 2. Microllam (LVL) members called for on the drawings are as manufactured by the Trus -Joist Corp. of Boise, w w w�Z Idaho. Members b other manufacturers may be used if the depth, Strength and deflection is equal to that of the -for the member specified particular span. 3. Install microllam members in accordance with the manufacturer's recommendation. o 4 �(c 4. Built-up 1 3/4" beam must be joined according to minimum manufactured specifications. Four member beam must w aa use bolts (unless noted otherwise). 5. LVL Ledger: for perpendicular joists provide (1) 3/For all perpendicular condition use (2) 3/4"m A.B. ®16" O.C. 4 for parallel joists provide (1) 3/4"d A.B. ®32" O.G. staggered top -to -bottom. �W o All 6. engineered wood in contact with concrete must be protected using a bitumen shield or equivalent zo Fabricated Wood Joist r 1.Fabricated wood joists Shall be installed in accordance with the manufacturer's recommendations O S 2. I -series fabricated joists with LVL wood flanges and OSB webs called for on the drawings (TJI 210, TJI 360, 4 TJI 560) are as manufactured by the Trus -Joist Corp. of Boise, Idaho. Joists by other manufacturers may be used if the depth, strength and deflection is equal to that of the joist specified for the particular span and spacing. 3. Supply all plates, blocking, bridging, bracing, Stiffeners and other related items as recommended by the manufacturer. Q SheathingQ 1.Sheathing for roofs, floors and exterior shear walls shall be APA Grade -Trademarked G -D, Ex osuret. 2. Floor Diaphragms (165 plf, 215 plf wind) shall be 3/4", APA rated Sturdi-I-Floor, 24 O.G. placed with V -O" dimension perpendicular to the �fJoist span. End joints Shall be staggered. Attach sheathing with APA glue and at edges nail with 10d nails at 6" 6.G. and at intermediate Supports with 10d nails at 12" O.G. Sheathing Shall be T 4 G. 3. Roof Diaphragms (180 plf wind) shall be 5/8", APA rated sheathing, 40/20 placed with 8'-0" dimension perpendicular to the joist, rafter or truss Span. End joints shall be staggered. Attach sheathing at edges with O.G. 1% nails at 6" O.G. and at Intermediate Supports with 10d nails at 12" 4. Typ. Shear Wall U.N.O. on plans (310 plf, 434 plf wind): 1/2" Plywood, 24/0 w/ 10d o 6"OC alond edges 4 12"OG in field. All edges of Shear wall shall be blocked. MASONRY VENEER 1. Exterior stone veneer masonry installation shall comply with AGI 530.1/A5GE 6 specifications for masonry structures as it applies to this protect and all materials, including stone mortar, shall maintain an installed compressive strength not less than 2,000 psi. 2. Prov de Steel lintels, with a minimum of 5" bearing at jambs, over openings as follows: Opening Width Lintel Angle O-0"- 6-4" 3 1/2 x 3 x 1/4" LLH -6/19/13 PERMIT SE 4'-8" 4 x 3 1/2 x 1/4" LLV 6'-0" 5 x 3 1/2 x 1/4" LLV 6'-1"- 8'-0" 6 x 4 x 3/8" LLV - 8'-1"- 10'-0" 8 x 4 x 1/2" LLV -- >10'-1" Notify S.E. _ DATE RLMARKS JOB a: 13131 DRAWN: MAM CHECKED: TNG PRINTED: -6/19/13 SHEET TITLE: STRUCTUR/ D ETA I LS S GENERAL NC