Loading...
146 Cambridge Ln OPERATION PERMIT E*CDF ice use n v Davie County Health Department Number 157072-1 3 210 Hospital Street F2-ot>fl-op:Q4 -o6fi P.O. Box 848 umber;; Mocksville NC, 27028; or: NEW Phone:336-753-6780 Fax:336.753-1680 Applicant: Brad Rogers Construction Inc Property owner. Robbie,Dwiggins Address: 125 Griffith Road Address: City: Advance Cty StatelZip: NC 27006 State/Zip: Phone#: (336)817-4197 Phone#: PropeLocation & Site Information Address/Road#: Subdivision: Phase: Lot: 146 Cambridge Lane 7 NC Directions Structure: SINGLE FAMILY 1-40 west to Exit 168 tum Right got to Sheffield Rd got to Cambridge lane on Right got 2nd light pole #of Bedrooms: 3 house is flagged on right 200`off road #of People: *Water Supply: PUBLIC - *System Classification/Description: *IP Issued by. 2140-Nations.Robert TYPE II A.COM/SYSTEM(SINGLE-FAMILY OR 480 GPD OR LESS) 'CA issued by: 2140.Nations.Robed SaproliteSystem? {&Yes 0 N Design Flow: 3 6 0 *Distribution Type: GRAVITY-PARALLEL(eq.d-box) Pump Required? ©Yes OoNo Soil Application Rate: 0 - 2 7 5 *Pre Treatment: Drain field rcation Field 1 3 0 9 Sq.ft. *System Type: INFILTRATOR QUICK 4 STANDARD Drain Lines 3 Installer. Brian McDaniel Total Trench Length: 3 2 8 It. Certification#: Trench Spacing: — 9 Inches O.C.u,_, • Fest O.C. EHS: 2140-Nations.Robert Trench Width: 3 Inches Feet Date: 0 2 1 0 6 1 a 0 1 5 W Aggregate Depth: inches Minimum Trench Depth: 3 6 . _ Inches Minimum Soil Cover4 Approvat�Status' Inches Maximum Trench Depth:',3 6 Approved CD Disapproved Inches Maximum Soil Cover: a 4 Inches CDP File Number 157072 - 1 Septic Tank County ID Number: F2-ooa-WO44-06 Manufacturer. shoat Lat. STB: 760 Long: _ Gallons: 100D InstallerBrian Mc dame! Date: 1 1 / a 0 l a 0 1 4 Certification#: *EHS: 2140-Nations,Robert *Filter Brand: ST Marker: ❑ Yes ❑ NO Date: 0 a / 0 6 / a 0 1 5 Reinforced Tank: E] Yes El No Approval Status t Piece Tank: O Yes O No �® i►ppr%ved❑ Disapproved _A Pump Tank Manufacturer. Installer PT: Certification#: Gallons: 'EHS: Date: / / Date: RiserSealed ❑ Yes ❑ No RiserHeight: ❑ Yes ❑ No (Min.6 in.) AppiovoTSt�atus :N Reinforced Tank: ❑ Yes ❑ No 0: ,ApprovediCl Disapproved,"hk 1 Piece Tank: O Yes ❑ No _ Supply Line Pipe Size: inch diameter Installer Pipe Length: feet Certification#: *Schedule: 'EHS: Pressure Rated ❑ Yes ❑ N0 Date. / Approved fittings ❑ Yes ❑ No Approval Status Approved❑ t isapproved4 ,w Pump Requirement Pump Type: Installer. Dosing Volume: - Gal Certification#: Draw Down: Inches *EHS' *Chain: Date: Valves Accessible ❑ Yes ❑ No W W Flow Adjustment Valve ❑ Yes ❑ No Check-valve ❑ Yes ❑ NOApProVal Status PVC unions ❑ Yes ❑ No; ❑ Approved O Disapproved M. Vent Hole ❑ Yes ❑ N o ,,".Anti-siphon Hole ❑ Yes 0 No CDP File Number 157072 - 1 County ID Number: F2.000-00-D"-06 Electric Equipment NEMA 4X Box or Equivalent ❑ Yes ❑ No Installer. Box 12 inches Above Grade El Yes ❑ NO Certification#: Box Adj.To Pump Tank ❑ Yes ❑ No Conduit Sealed ❑ Yes ❑ No *EHS: Pump Manually Operable ❑ Yes ❑ No a *Activation Method: Date: d Approval Status Alarm Audible ❑ Yes� ❑ NO D .Approved❑ Disapproyb Alarm Visible ❑ YeS ❑ NO 2140-Nations.Robert 'Operation Permit completed by* Authorized State Age Date of Issue: 0 a / 0 6 / a 0 1 5 Owner/Applicant Signature: This system has been installed in compliance with applicable NC General Statutes:Article 11,Chapter 130A, Rules for Sewage Treatment and Disposal,15A NCAC 18A.1900 et.Seq.,and all conditions of the Improvement Permit and Construction Authorization.This property is served by a TYPE 11 A. sewage septic System. Rule.1961 requires that a Type TYPE 11 A. septic system meet the following criteria: Minimum System Review ByThe local Health Department: NIA Management Entity: OWNER Minimum System Inspection/Maintenance Frequency ByCedified Operator. NIA Reporting Frequency By Certified Operator.NIA Rule.1961 requires that a Type IV and V septic systems designed fora home/business owner must maintain a valid contract with a public management entity with,a certified operator or a private certified operator for the life of the septic system. Rule .1961 requires that Type VI septic systems designed for a home/business owner must maintain a valid contract with a public management entity with a certified operator for the life of the septic system. Rule. 1961 (2)(e)requires a contract shall be executed between the system owner and a management ently prior.to the issuance of an Operation Permit for a system required to be maintained by a public.or private management entity,unless the system ownerand certified operator are the same. .The contract shall require specific requirements for maintenance and operation,responsibilities of the owner and systems operator,provisions that the contract shalt be in effect,for as long as the -system is in use,and otherrequirements forthe:continued proper performance of the system .' It shall also be a condkion of the Operation Permit that si bsequentowners-of the systems execute such a contrail. @Hand Drawing Qlmport Drawing **Site Plan/Drawing attached.** ' OPERATION PERMIT 157072- 1 ` Davie County Health Department CDP File Number: 210 Hospital Street F2-000400-M-06 P.O.Box 848 County File Number: Mocksville NC 27028 Date: Qinch Drawin Drawing Type: Operation Permit Seale. ' ONcic ft. i 4 ti ' CONSTRUCTION For Office Use Only '`-AUTHORIZATION ` CDP File Number 157072- 1 Davie County Health Departg,NILUD County ID Number: F2-000-00-044-06 fi- 210 Hospital Street Evaluated For: NEW Dato; P.O. Box 848 Township: Mocksville NC 27028 PERId1T vALlo UNTIL: Phone:336-753-6780 Fax:336-753-1680 0 9 / 1 0 / .2 0 1 9 Applicant: Brad Rogers Construction Inc Property Owner: Robbie Dwiggins Address: 125 Griffith Road Address: City: Advance City: State2ip: NC 27006 State2ip: Phone#: (336)817-4197 Phone#: /1 111 Property Location & Site Information Address/Road M Subdivision: Phase: Lot: Cambridge Lane NC Directions Structure: SINGLE FAMILY 140 west to Exit 168 turn Right got to Sheffield Rd got to Cambridge lane on Right got 2nd light pole house is #of Bedrooms: 3 flagged on right 200'off road #of People: `Water Supply: PUBLIC System Specifications Minimum Trench Depth: Site Classification: Provisionally Suitable a 4 Inches Minimum Soil Cover. Saprolite System? QYes ONo 1 a Inches Design Flow: 3 6 0 Maximum Trench Depth: a 8 Inches Soil Application Rate: 0 . a 7 5 Maximum Soil Cover: 1 6 Inches 'System Classification/Description: 'Distribution Type: GRAVITY-PARALLEL(eq.d-box) TYPE II A.CONV SYSTEM(SINGLE-FAMILY OR 480 GPD OR LESS) Septic Tank: _ 1 0 0 0 _ Gallons 'Proposed System: 25%REDUCTION 1-Piece: QYes QNo Pump Required: QYes @No OMay Be Required Nitrification Field 1 3 0 9 Sq. ft. Pump Tank: Gallons No. Drain Lines 3 1-Piece:QYes ONo Total Trench Length: 3 2 7 ft GPM—vs— ft. TDH Trench Spacing: — 9 81nches O.C. Feet OC. Dosing Volume: Gallons Trench Width: 3 81nches Feet Grease Trap: Gallons Aggregate Depth: inches Pre Treatment: ONSF OTS-1 OTS-II Septic Tank Installer Grade Level Required: OI OII OIII OIV Pagel of 3 CDP File-Number 157072 - 1 County ID Number: F2-000-00-044-06 ❑ Open Pump System Sheet Repair System Required:Wes ONO ONO, but has Available Space rDesign SystemTrench Spacing: Q Inches O.ification: Provisionally suitable — 9 , Feet O.C. Trench Width: Inches w: 3 6 0 _ 3 Feet Soil Application Rate: 0 - a 5 Aggregate Depth: inches .� *System Classification/Description: Minimum Trench Depth: .2 _ 4 Inches TYPE II A.CONY SYSTEM(SINGLE-FAMILY OR 480 GPD OR LESS) Minimum Soil Cover. 1 2 Inches 'Proposed System: 25%REDUCTION Maximum Trench Depth: 2 g Inches Nitrification Field 1 4 4 0 Sq. ft. Maximum Soil Cover: 1 6 Inches No. Drain Lines 3 *Distribution Type: GRAVITY-PARALLEL(eq.d-box) TotatTrench Length: 3 6 0 � Pump Required: QYes QNo QMay Be Required Pre Treatment: ONSF OTS-1 OTS-II Site Modifications No grading or construction activity is allowed in areas designated for system and repair without approval of Health Department. 7; 'Permit Conditions The issuance of this permit bythe Health Department in no wayguarantees the issuance of other permits.The permit holder is responsible for checking with appropriate governing bodies in meeting their requirements. C.., 2( This Authorization for Wastewater System Constriction shall be valid for a person equal to the period of wlldlty of the Improvenent Permit,not to exceed five years,and may be Issued at the sanetime the Improvement Permit Issued(NCGS 130A-336(b)} If the Installation has not been completed during the period of validity of the Constriction Permit,the Information submitted In the application for a permit or Construction Authorization Is found to have been Incorrect,falsified or changed,or the site is altered,the permit or Construction Authorization shall become Invalid,and may be suspended or revoked(.1937(g)).The person owning or controlling the system shall be responsible for assuring compliance with the laws,rules,and permit conditions regarding system location,installation,operation,maintenance;monitoring,reporting and repair (1938(b)). Applicant/Legal Reps. Signature Required? Oyes ONo Applicant/Legal Reps. Signature: Date:. *Issued By: 2140-Nations,Robert Date of Issue: 0 9 1 0 2 0 1 4 Authorized State Agent: Malfunction Log QYes &Hand Drawing Olmport Drawing **Site Plan/Drawing attached.** Page 2 of 3 CONSTRUCTION AUTHORIZATION • Davie County Health Department CDP File Number: 157072 - 1 210 Hospital Street County File Number: F2-000-00-044-06 P.O.Box 848 Mocksville NC 27028 Date: 09 / 1 0 / 2 0 14 Q Inch Drawing Drawing Type: Construction Authorization Scale: , OBlock QNIA LL ------- I I I � I� I���j ( \-j, LL 77— I FT 3� Paae 3 of 3 For Office UseOnly IMPROVEMENT PERMIT *CDP File Number, 157072',`.1 ,. Davie County Health Department M County ID Number F2-000 00-044 O6 t 210 Hospital Street V . P.O. Box 848 Evaluated For NEW Mocksville NC 27028 Township Phone:336-753-6780 Fax:336-753-1680 PERMIT VALID UNTIL: 8/28/2019 *NOTE TO INSPEC S DIVISION: Builth g Permits cannot be issued with this Improvement Permit. Appli7 can Brad onstruction Inc Property Owner: Robbie Dwiggins Address: 12 n I Road Address: City: Advance City: State2ip: NC 27006 State/Zip: Phone#: (336) 817-4197 Phone 4- Prol2erty Location & Site Information Address/Road #: Subdivision: Phase: Lot: Cambridge Lane NC Directions Structure: SINGLE FAMILY 1-40 west to Exit 168 turn Right got to Sheffield Rd #of Bedrooms: 3 got to Cambridge lane on Right got 2nd light pole house is flagged on right 200' off road #of People: *Water Supply: PUBLIC System Specifications niti_ai System *Site Classification: Provisionally Suitable Minimum Trench Depth: a 4 Inches Saprolite System? ®Yes QNo Maximum Trench Depth: a 8 Inches Design Flow: 3 6 0 Septic Tank: 1 0 0 Gallons Soil Application Rate: 0 a 7 5 1-Piece: QYes QNo Pump Required: QYes rNo OMay Be Required *System Classification/Description: TYPE II A.CONV SYSTEM(SINGLE-FAMILY OR 480 GPD OR Pum p Tank: Gallons LESS) *Proposed System: CONVENTIONAL 1-Piece: QYes QNo Repair System Required:@Yes ONo ONO, but has Available Space Repair System *Site Classification: Provisionally Suitable Minimum Trench Depth: a 4 lnches Soil Application Rate: 0 a 5 Maximum Trench Depth: a 8 Inches *System Classification/Description: Pump Required: QYes QNo Q May be Required TYPE II A.CONY SYSTEM(SINGLE-FAMILY OR 480 GPD OR LESS) *Proposed System: CONVENTIONAL Pagel of 3 CDP File Number 157072- 1County 10 Number: F2-000-00-044-06 "Site Modifications ❑ Open Fill Sheet No grading or construction activity is allowed in areas designated for system and repair without approval of Health Department. 7! "Permit Conditions The issuance of this permit by the Health Department in no way guarantees the issuance of other permits.The permit holder CAR is responsible for checking with appropriate governing bodies in meeting their requirements. 7; Site Plan The Improvement Permit shall be valid for 5 years from date of issue with a site plan(means a drawing not necessarily drawn to scale that shows the existing and proposed property lines with dimensions,the location of the fa cility and appurtenances,the site forthe proposed Wastewater system,and the location of water supplies and surfacewaters). Plat The Improvement Permit shall be valid without expiration with plat(means a property surveyed prepared by a registered land O surveyor,drawn to a scale of one Inch equals no more than 60 feet,that Includes:the specific location of the proposed facility and appurtenances,the site for the proposed Wastewater system,and the location of water supplies and surfacewaters. Plat also means,for subdivision lots approved by the local planning authority and recorded with the county register of deeds,a copy of the recorded subdivisions plat that is accompanied by a site plan that is drawn to scale). The Department and Local Health Department may Impose conditions on the issuance and may revoke the permits for failure of the system to satisfy the conditions,the rules,or this article This permit is subject to revocation if the site plan,plat,or Intended use changes(NCGS 130A-335(f)).The person owning or controlling the system shalt be responsible for assuring compliance with the laws,rules,and permit conditions regarding system location,installation,operation,maintenance,monitoring, reporting,and repair(.1938(b)). Applicant/Legal Reps. Signature Required? Oyes ONO Applicant/Legal Reps. Signature: Date: *Issued By: 2140-Nations,Robert Date of Issue: 0 8 a 8 2 0 1 4 OValid without Expiration? Authorized State Agent: OCreate CA? @Hand Drawing Olmport Drawing **Site Plan/Drawing attached.** Page 2 of 3 IMPROVEMENT PERMIT . . Davie.County Health Department CDP File Number: 157072 - 1 210 Hospital Street F2-000-00-044-06 P.O.Box 848 County File Number: Mocksville NC 27028 Date: Q Inch ock Drawing Drawing Type: Improvement Permit Scale: . A ON/ QN/ ft. C r, ,b v _ .- - A _ -r.-- ➢" ,<Yl' X177? .! Yl'' tj Al i' 1 � , .t t ✓'f a s X1031 �. x 1022 ;i nV t� O mmrtp • h rt n a' U U tlk s Printed:Jul 31 , 2014 All data Is provided as is without warranty or guarantee of any kind either expressed or implied including but not limited to the implied warranties of merchantability or fitness for a particular use. All users of Davie County's GIS website shall hold harmless the County of Davie,North Carolina, Its agents,consultants,contractors or employees from any and all claims or causes of action due to or arising out of the use or inability to use the GIS data provided by this website. APPLICATION FOR SITE EVALUATION/IMPROVEMENT PERMIT & ATC PAID Davie County Environmental Health Dace: /y C �� P.O.Box 848/210 Hospital Street RECEIVED Mocksville,NC 27028 Received b : Date: -7 /l f (336)753-6780/Fax.(336)753-1680 Application For: e§ite Evaluation/Improvement Permit ❑ Authorization To Construct(ATC) ❑ Both Type of Application: 010' ew System ❑Repair to Existing System ❑Expansion/Modification of Existing System or Facility ***IMPORTANT***THIS APPLICATION CANNOT BE PROCESSED UNLESS ALL OF THE REQUIRED INFORMATION IS PROVIDED. Refer to the INFORMATION BULLETIN for instructions. r APPLICANT INFORMATION Name 6(C A iZG �e, S Cc.j`f r✓c"f 1Gn INc Contact Person Address /LS 6-14--f d h 1? Home Phone City/State/ZIP Adv,,ce . AJC- 27004- Business Phone 33& S'17 - q/9 Email Name on Permit/ATC if Di Brent than Above Mailing Address City/State/Zip PROPERTY INFORMATION *Date House/Facility Corners Fla ed '7 3 I y NOTE: A survey plat or site plan must accompany this application. Included: ❑ Site Plan ❑Plat(to scale) (Permit is valid for 60 months with site plan,no expiration with complete plat.) Owner's Name___&bb; Phone Number Owner's Address City/State/Zip Property Address Vamloyidae byl a City Lot Size /D Ac I Tax PIN# P�- - 000--00,Q�L(Oto Subdivision Name(if applicable) Section/Lot# Directions To Site: `141 ,jas+ 1,, ext XT, 4 Gc' 40 .< I( 1 ay to C61M)r,' e Lm pv. R.r,1,4 ao '1'o ani 1.fik+ Dole hcvse 1s � A 24a,' aW dr Specify Problem Occurring: r , IF RESIDENCE FILL OUT THE BOX BELOW I'P-e(ple #Bedrooms 3 #Bathrooms_� Garden Tub/whirlpool ❑Yes eNo Basement:: ❑Y�o Basement Plumbing: ❑Yes 213 o IF NON-RESIDENCE FILL OUT THE BOX BELOW 1 Type of Facility/Business Total Square Footage of Building #People #Sinks #Commodes #Showers #Urinals Estimated Water Usage(gallons per day) (Attach documentation of similar facility water consumption) FOODSERVICE ONLY:: #Seats Type system requested: Efconventional Xccepted ❑Innovative ❑Alternative ❑Other Water Supply Type: 21 County/City Water ' ❑New Well []Existing Well ❑ Community Well Do you anticipate additions or expansions of the facility this system is intended to serve? ❑ Yes Tho If yes,what type? This is to certify that the information provided on this application is true and correct to the best of my knowledge. I understand that any permit(s)or ATC(s)issued hereafter are subject to suspension or revocation if the site is altered,the intended use changes,or if the information submitted in this application is falsified or changed. I hereby grant right of entry to the Authorized Representative of the Davie County Health Department to conduct necessary inspections to determine compliance with applicable laws and rules. I understand that I am responsible for the proper identification and labeling of property lines and comers and locatin and fla 'ng or staking the house/facility location,proposed well location and the location of any other amenities. Site Revisit Charge Property owner's or wner's legal representative signature Date(s): 31 �`� ` -Client Notification Date: Date EHS: Sign given ❑Yes ❑No Account# J 701 Revised 11/06 Invoice# - 1 • 1 I DAVIE COUNTY HEALTH DEPARTMENT Environmental Health Section; ' Soil/Site Evaluation APPLICANT INFORMATION PROPERTY INFORMATION 1 �to a as l 8 j Water Supply: On-Site Well Community Public Evaluation By: Auger Boring Pit �" ?"�'{ C a FACTORS ( 1 2 3 K3 Landscape position Slope% S HORIZON I DEPTH t — Texture group 5- C G G C:, CL C Consistence S -0 1( r iV r Structure 6A le CR 5'.61-1 u ` e v b/ Mineralo S � ot? HORIZON H DEPTH - to -,q Texture group G CL.. L C, C_- Consistence Consistence ! �-r:. 4( 5 1P Structure . .1A 141Z w g d� Mineralogy HORIZON III DEPTH 3- Li l- -►(o La- 42' Texture group 10 '13 Consistence ? Structure Mineralogy HORIZON IV DEPTH '; -y Texture groupS.. Consistence Structure Mineralogy SOIL WETNESS RESTRICTIVE HORIZON SAPROLITE s-t " t- ►�z �i CLASSIFICATION LONG-TERM ACCEPTANCE RATE •Z 7 SITE CLASSIFICATION: P EVALUATION Br*"—,, C(�ddlt �`L LONG-TERM ACCEPTANCE RATE: 0' 1"� t OTHER(S)PRESENT: i �t REMARKS: 5 ,a� \' �A95 PCC ja I X01,S $_d 7-1 I Lvc5. LEGEND O U%v, Landscape Position . *�, N Fa R-Ridge S -Shoulder L-Uinear slope FS-Foot slope N-Nose slope 1 (-�f G k t/ ` --�- CC-Concave slope CV-Convex slope T-Terrace FP-Flood plain H-Head slope r Texture S -Sand LS-Loamy sand, SL-Sandy loam L-Loam SI-Silt SICL-Silty clay loam SIL-Silty loam CL-Clay loam SCL-Sandy clay loam SC-Sandy clay SIC-Silty clay C-Clay CONSISTENCE VFR-Very friable FR-Friable FI-Firm VFI-Very firm EFI-Extremely firm NS -Non sticky SS-Slightly sticky S-Sticky VS -Very Sticky j NP-Non plastic SP-Slightly plastic P-Plastic VP-Very plastic 1 , Structure SC-Single grain M-Massive CR-Crumb GR-Granular ABK-Angular blocky SBK-Subangular blocky PL-Platy PR-Prismatic Mineralogy- 1:1, ineralogy1:1,2:1,Mixed Horizon depth-In inches i Depth of fill-In inches Restrictive horizon-Thickness and inches from land surface Saprolite-S(suitable),U(unsuitable) - Soil wetness-Inches from land surface to free water or inches from land surface to soil colors with chroma 2 or less Classification-S(suitable),PS(provisionally suitable),U(unsuitable) ■■■■■■■■■■■■■■■■■■■■■■■■■■■1■■■e!�r ►ori■■■■■■■■■■■■■®■■■■■■■■■■■■■■■■ ■■■■■■■■e■■■■■■■■■rye,■■■n■w■■ru■■■s■��■■■■■■■■■■■■■■■■■■■e■■■■■■■■e■■ ■■■■■■■■■Citi■Ii1■�■I/■■ell®i�aiC:�ur1LJ■,i�ACJLi■■■■■�■■■■■■I/'�■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■Ir>f■■■■■■■■■■■<tinl■■11■■iiiiiwiiii�'a-�inu■�C■�!!■■■■■■■ ■■e■■s■■■■■■■■■■■Ir■■■■e■■■■■■■ilu■■s■■■■■ws■■■■��■■►w■■�-�■■�■■■■ego■ s■■■■■■■■■■■■■■■■■�■■■■■■■■■■Irn� ■■■a====�al■��■■■■■■■■■n■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■I■■■■■■■■■■■1,i1■r`ii�iil■\`■e■■■■■11■■■■■■■■■I/■■■e■■■e■■ ■■■■■■■■■■■■/�■!%�■■1r■■■■■■■■■■■■�■■■■■!!�e�■[.■■I■■■■■■■■■■■■■�■tom■■■■ ■■■■■■■■■■■rail G1/1■■It■■■■■■■■■■■■■�■■l1Jr■►\■��■■I■■■■■■■■■■ICi■/I■■rI■■■■ ■■■■■■■■■■■■�%L�ll!■■It■■■■■■■■■■■■■ ■■�■■■stli■■'■■■■■■■■■rl■I�■!!ice■■■■■ ■■■■■■■■■■■I.ewe■■■■I■■■■■■■■■■■■■■t■■■■■■■■■■■■■■■■■■■■■u■■■■■■■■■■�■ EMMEM■■ MEMNON EMMEii�' Isummon MENIM■ii ■■EMEME iEMMONS� ■■■■■■■■■■■■■■■■■■■l:it■■�■��■■■■■�1Gierail■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 157ozz PAID Date: �� . �J v � Li 3 _ 1)White every effort has been made In • • preparing this plan.We + 34'-0" # cannot guarantee against human error. The contractor must check all dimensions 12'-0" and other details and be responsible for 10'-10• 4'-10" 6'-0" 6'-0• 6'-0• the same. 2)Conbactor shall confirm size of all conc. footings w/local inspector. 3yUl structural members designed& sealed by mfgr. 4yUl exterior walls shag be O.S.S.strum ... ..._. TWIN 2/8X6/2 wall panel. 5)AII cont.stabs shah be filled&tamped, pour 4"reinf,com slab w/stone bac fiN Q Q &6 mil.poly. 6)AII crawl spaces"N be smoothed& c SUNROOM f colic.rano fined'badauled w/sand•cover 75% area w/6 ma.poly. 12'x12' 6'X10' "cj 7yul dada&ween porches shall be L connected w/5/6"dW.galy.bona • �r 16"o/c. '4 B)41l garages sheetrock ceilings&stud walls&20 min.f/C door to house. gAccuracy of square footage must be 2/8)5/26/0 Oi116 determined by contractor. _ _ p 3/0 LAUNDRY MASTER BEDROOM _, 3/0 6'•2•xe'4' oW' _ .. 12'41x12141 HALL r W-I p 2/8 MASTER BATH p =__-- q - N - 2/8 =- 00 W.I.C. - _� trove —: a'-0'X4'•8' - 2/8 16" aQ - �• W T/i = BEDROOM#2ta 12'4•X30'•!• � - 'rR � - ATH# IN 2/8 2/8 V♦ --- I -- 4 m I I v c HALL w I I c 4 0 2/8 vis M 1 1 DINING Ca Y BEDROOM#3 CLOSET_ z3'4 xe'4• 10'2"X10'0• Woy "I 1 Ln yT t6 6 C a 2/0 1'-l0• �d I e I 0* at Ln p . STORAGE I I « 24• zr6 3/0 q ]OB# DATE I I 4•x SUAUG.-14 8-9-14 LIVING ROOM 13141x14'4' 36• ? I I FIR rcr 1 I TWO CAR GARAGE I • 20'x20' 14'•2• V N 4 I I 'cr C .. R 3/0 --------------- TWIN 2/8%5/2 a I . I COVERED PORCH q N Q 2/8I 14'X6' &D 4 4 LL. C Q `J CONC.FIN. a0 J I .. q I I V 38/OXT/0 \• I T•XT•WD.Co1 Q Z N W , a 1480 S.F. 0 8' CEILING "o 16'-0" +2'-0"+ +Z'-0" 6'-8' + 5'-4ROOF TRUSS SYSTEM " + m + 20'-0" + 14'-0" + REVISION + 34'-0" + 9-4-14 SCALE MAIN FLOOR PLAN OPTION "B" 1/4"-1'-0" SHEET# PLAN # 3 of 4 1480 • " 1)While every effort has been made in preparing this Wan.We cannot guarantee agakst human error. The contractor must check aff dimensions and other details and be responsible for the same. 34'-0" 2xontracmr shall confirm size of all cont. 12'-0" 6'4" footings w/local Inspector.t i t i,.4 structural members designed& t 6—��r " sealed by mfgr. 4y11 exterior walls shag be O.S.B.strict wall panel. 5ydl cont slabs shall be filled&tamped, pour 4"reinf,coi slab w/stone barMN &6 mil.poly. 6ydl crawl spaces shall be smoothed& NDDENORRD cleaned,backfilled w/sand,cover 75% ar+ERmssvoa NNwususrOI ————_- R amaw/6mn.p* NDarua raTRs Rw'a I C? 7)AII decks&screen porches shag be connected w/5/8"dia.gab.bogs 0 I 16"o/c. ROIF&EAMINO "y I N 2EN,2XIDTA CEONO ,,,,,,,,,. :? I Z R ByJI garages sheeDsxk callings&stud nNsroamuu Q p walls&20 min.f/c door to house. RuaRIt ON PRE-ENDNEERED I 9)Accuracy of square footage must be RIOwN NEUt. TRUSS ON RRrtERS I determined by contracooc rRCIRNDYID 2/2"DNWRII corm I 2USTUDSOMI- M 2-21MT0PNAE1777777 Mcrum N•U 1101111,NM ,,.w._�, .... /2'D DRLL _�—hnSW4OR CEDNIMMM FMIIMArERX 2E120lEPIAE LLJ NRN DRExRNC1oR2UMr. 4"wRE1RD2roNE f—�s;-t [•� rte—__, 2'SQ1"REND N2UL RRICRAIOYEDRROE j DORL P-w �a'C.M.a 111 r —1 - P'PERF.DRAINPIPE - I I I I i III L--1 TERMDETRTDUNDNMNFD OW..CosC MTO MEET KM moE r I: TYPICAL 1-STORY SLAB W/SIDING WUe2/4--1'a" ULn Cj Cn V 4 R I 1I; o v 2 C7 CO N Z4' ONC.SLAB W/4'WASHED a STONE BASE _+ r � M ]OB# DATE 2'-O AUG.-14 8-9-14 4 Ln 4 �" ' CAI o Q 4 V D I io I oo ------TURN-DN SLAB J 0 R " LL 2r m +2'-0', 16r-0• 2'-0{2'-0'+ 12'-01 + REVISION + 20'-0" + 14''0" +2�-O j SCALE aa'-0" SHEET# PLAN# ?.sof 4 1480 1)While every effort has been made In preparing this plan.We Cannot guarantee against human error. The contractor must check all dimensions and other details and be responsible for the same. 2)(3ontracmr shall confirm size of all com footings w/1=1 Inspector. 3)411 structural members designed& sealed by mfgn 121 - - 4)411 exterior walls shall be O.S.S.sWd. . 18 wall panel. 5)411 cnrc.slabs shall be Poled&tamped, pour 4"reinf,cora.slab w/stone backfill &6 mg.poly. 6)411 crawl spaces shall be smoothed& cleaned,baddilled w/sand,cove'75% area w/6 m8.poly. 14• 7WI decks&screen porches shall be e connected w/5/8"d0.galv.bots 16"o/c. t 8)Jl garages sheetrock ceilings&stud ®® ® wal6 u 20 mf s n to dohouses 9yiccuracy of square re kotage must be determined by contacror. 6 12 8 iZ 4 e REAR ELEVATION M C RIGHT SIDE ELEVATION z LO00L ., 12 C � �8LO !� r to LAI cba 4 +u' ]OB# DATE AUG..14 U-14 RI WMA P I ©® EM ®® UH 12 8 ®® C attic 2 C s FRONT ELEVATION c a ® N J � W ULU CO REVISION SCALE LEFT SIDE ELEVATION SHEET# PLAN # 104 1480