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0239 PRINCE AVENUE - Health
239 PRINCE, ✓c4i A=076-016 '� f'nAr5TvnS i3'1 CL S COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION . TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR'VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A .• ,CERTIFICATION Property Address: 393e Owner's Name: Owner's Address: Date of Inspection: Name of Inspector:(please print) William F._ Robinson Sr. Company Name: William E. Robinson Septic Service Mailing Address: P O Box 1 089 _Centerville, MA Telephone Number: (s081 775-8776 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection.The inspection was performed based on m training and experience in the proper function anj maintenance of on site sewage disposal systems.1�m a DEf approved system inspector pursuant to Sect n 15340 of Title 5(310 CMR 15.000). The system:y Passes r1j - Conditionally Passes ' Needs Further Evaluation by the Local Approving Autho -ca Fails --a co Inspector's Signature: _ % � _ Dute• J The system inspector shall submit a copy of this inspection report to the Approving Authority(Board o.Heaniror '. DEP)within 30 days of completing this inspection.If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP.The original should be sent to the system owner and copies sent to the buyer,inapplicable,and the approving authority. Notes and Comments ""This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page I Page 2 of l 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address 3q 17C e 40 C IJ S Owner: D Date of Inspectiou: Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. Syste Passes: I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR'15:304 exist.Any failure criteria not evaluated are indicated below. Comments: B. ystem Conditionally Passes: One or more system components as described in the"Conditional Pass"section need to be replaced or repaire The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer ye ,no or not determined(Y,N,ND)in the for the following statements.If"not determined"please explain. The s ptic tank is metal and over 20 years old"or the septic tank(whether metal or not)is structurally unsound,a bits substantial infiltration or Wiiltration or tank failure is imminent.System will pass inspection if the existing tank s replaced with a complying septic tank as approved by the Board of Health. •A metal sep c tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating tha the tank is less than 20 years old is available. ND explain: Obse ation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pi e(s)or due to a broken,settled or uneven distribution box.System will pass inspection if(with approval of bard of Health): broken pipe(s)}are replaced obstruction is removed distribution box is leveled or replaced ND expla' The s stem required pumping more than 4 times a year due to broken or obststxted pipe(s).The system will pass inspectio if(with approval of the Board of Health): broken pipes)are replaced obstruction is rtmsovod ND explain: J Page 3 of 11 OFFICIAL INSPECTION FORM=NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: <5�3 1 rJC-e. Owner. Date of Inspection: -Q C. urther Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failin to protect public health,safety or the environment. 1. S stem will pass unless Board of Health determines in accordance with 310 CM11.15.303(1)(b)that the sy tem is not functioning in a manner which will protect public health,safety,and the environment:. Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh Z. ystem will fail unless the Board of Health(and Public Water Supplier,if any)determines that the sys em is functioning in a manner that protects the public health,safety and environment: _ The system has a septic tank and soil absorption system(SAS)and the SAS is within.100 feet of a. surface water supply or tributary to a surface water supply. The system has a septic tank.and SAS and the SAS is within a Zone I of a public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply,well. The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more frond a ivate water supply well" Method used to determine distance 'This system passes if the well water analysis,performed at a DEP certified laboratory,for coliform acieria and volatile organic compounds indicates that the well is free from pollution from that facility and c presence of ammonia nitrogen and nitrate nitrogen is equal to or less than S ppm,provided that no other ailure criteria are triggered.A copy of the analysis must be attached to this form. 3. (her: VKoQ Page 4 of 11 e' OFFICIAL INSPECTION FORM-.NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: J � tIce- yam, ,�i/r S lift S r!!��` /r S •, , . Owner: Date of Inspection: 06 D. stem Failure Criteria applicable to all systems: PP You ust indicate`Yes".or"no"to each of the following for all inspections: Yes Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool. Discharge•or ponding of effluent to the surface'of the ground or surface waters due to an overloaded or clogged SAS or cesspool Static liquid level in the distribution box above.outlet invert due to an overloaded or clogged SAS or — esspool - quid depth in cesspool is less than 6"below invert or available volume is less.than'/,day now R quired pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number o times pumped portion of the SAS,cesspool or privy is below high ground water elevation. An portion of cesspool or privy is within I00,feet of a surface water supply or tributary to a surface w er supply. An portion of.a cesspool ouprivy is within a Zone 1 of a public well. An portion of a cesspool or privy is within 50 feet of a private water supply well. portion of a cesspool or privy is less than 100 feet but greater.than 50 t et from a private Aa= s ply well with no acceptable water quality analysis.[This system passes if the well water analysis, p rformed at a DEP certified laboratory.,for coliform bacteria and volatile organic compounds i dicates that the well is free.from pollution from that facility and the presence of ammonia itrogenand nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this forma estNo)The system fails.I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails.The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E: rge Systems To be nsidered a large system the system-must sere a facility with a design-flow of io,000 gpd to 151000 gpd• You must' dicate either`yes"or"no"to each of the following: (The follo ing criteria apply to large systems in addition to the criteria above) yes no _ — die ystem is within 400 feet of a surface drinking water supply the ystcm is within 200 feet-of a tributary to a surface drinking water supply the ystem is located in a nitrogen sensitive area(interim We Protection Area—IWPA)or a mapped Zo a 11 of a public water supply well If you have swered"yes"to any question in Section E the system is considered a significant threat,ar answered .• " considered a far e system aK�tu or a of y yes m S twn D above the large system has fatted.The operator arty g significa threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304.T system owner should contact the appropr'tate.regional office of the Department. 4 Page 5 of l l OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: Owner: !I"u' Date of Inspection: 1 O Check if the following have been done.You must indicate"yes"or"no"as to each of the following: Yes No Pumping information was provided by the owner,occupant,or Board of Health ' ere any of the system components pumped out in the previous two weeks?. t'/ Has the system received normal flows in the previous two week period? Have large volumes of water been introduced to the system recently or as part of this inspection? Were as built plans of the system obtained and examined?(If they were not available nott e as N/A) Was the facility or dwelling inspected for signs of sewage back up? v — Was the site inspected for signs of break out? Were all system components,excluding the SAS,located on site? Were the septic tank:manholes uncovered,opened,and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum? _ as the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location or the Soil Absorption System(SAS)on the site has been determined based on: Yes no — Existing information.For example,a plan at the Board of Health. Determined in the field(if any of the failure criteria related to Part C is at issue approximation.of distance is unacceptable)[310 CMR 15.302(3)(b)J 5 Page 6 of l l OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Q_ Ali Property Address 3 / J r r1C. 1/s Owner: Date of Inspection: FLOW CONDITIONS RESIDENTIAL. Number of bedrooms(design): S Number of bedrooms(actual): DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x N of bedrooms): Number of current residents: Does residence have a garbage grinder(yes or no): �Vv Is laundry on a separate sewage system(yes or no):a [if yes separate inspection required] Laundry system inspected(yes or no): Seasonal use:(yes or no): IV,;'-5 �/ / Water meter readings,if available(last 2 years usage(gpd)): r,5" n2 ! OD 4 a Sump pump(yes or no):;P., eJ OG 4f I/ n ;Jan 2_ Last date of occupancy: v COMMERCIAL/INDU TRIAL Type of establishment:- Design flow(base[gtank MR 15.203): gpd Basis of design floersons/sgft,etc.): Grease trap preseno):_ Industrial waste hok present(yes or no):_Non-sanitary wasted to the Title 5 system(yes or no):Water meter readiilable: Last date of occup OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: �! Was system pumped as part of tife inspection(yes or no):_ If yes,volume pumped:__gallons--How was quantity pumped determined?' Reason for pumping: TYPVOF SYSTEM _V Septic tank,distribution box,soil absorption system Single cesspool Overflow cesspool —Privy . _Shared system(yes or no)(if yes,attach previous inspection records,if any) _Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner) —Tight tank Attach a copy of the DEP approval —Other(describe): Approximate age of all components,date installed(if known)and source of information: az " Were sewage odors detected when arriving at the site(yes or no): 6 I `Page 7 t,f I 1 OFFICIAL INSPECTION FORM — NOT FOIL VOLUNI'AIIY ASSI;SSAILNTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) ) Properly Address: 3 IYIC 5 Uh Owner• Date of Irispcctlon: t � i BUILDING SLNvLIl(locate un site plan) Dcpdt below grade: Materials of construction:_casl irun _40 PVC_Other(explain): Distance from private seater supply wdl or suction line:_ Cuninieitts(on condition of juntts,Venting,evidence of leakage,cic.): SL'PTIC TANK:—(locate on site plan) Dcpllr below grade: Material of eonstruuion: vEu�tc►eIe metal fibctglass Jiulyethylene _Othcr(cxplain) — — If tank is metal list age:_ Is age cunfirmed-by a Cerliftcale cctlifrcatc) J. of Compliance(yes or nu):_(attach a copy of s Dimensions. -sV Sludge dcpllt. Ci,1 Distance from top of sludge to bvuuut"(uutict�cc ur bafllc: c Scum thickness: -0 Distance from to of scum to lop of outlet ice or bafllc: Distance Dorn buitum of scum to bottom or uutict Ice or battle: IkI lose were dimensions detcnnincd: Comments(oil pumping recommendations,inlet and Outlet ice or bafllc condition, siruciwal integrity,liquid levcls as rclatcd to outicl unveil,evidence of leakage,ctc.): GREASE TRAP:—(Ivc un site plan) Depth below grade: Material of eonsUuetiun: t:unctele metal fibctglass_pulyeihy1clic _other (caplaut): — — Dimensions: Scunl thicluuss: Distance Goal top sewn lu tup of outlet lcc or bafllc:_ Dislancc Gonl but nl ukcuni to bullum of outicl Icc or bafllc: Date of last purl ing: Cununcnts( I )""ping IccumnicnJallulls,inlcl and uutict tcc ur bafllc cunditiva, sit uctwal inlc6rity, liquid IC\•cIs as rclalcd Iu IIcI illml,cs-idcn(c u(Icakagc,CIE.).. )'age 8 of I I OI I"ICIAL 1NS1'EM ION DORM - NOT FOR VOLUNTARY ASSL•'SSNIL;NTS SUBSURFACE SE\YAU DISPOSAL SYSTEM 1NSH"C'1'I0N I,OltNI PART C SYSTEM 1NFORAIA'CION(cuntinucd), Properly Address: Owner: P S 1aLvi . DAtC of lospcclloo: TIGHT or HOLD G TANK:_(tar,} must be pumped at time of"'silt c t"'ll)(10cale on site plan) Depth below grad ; Matuial of cons) ction:__concrete_rectal_fiberglass_polyelhyle►re otlrer(explain): Dimensions Capacity: alluns Design flow: galluns/day Alann present yes or no): Alarm level: Alann in wurkin urdcr Date of last p rnping: 6 V'cs ur nuj: Cununenls( ondition of alarm and nual switches, DISTIl1UUTION BOX: ____(if present reuse be opcncd)(locaic on site plan) Depth of liquid level above outlet invert: Q Conunems(note if box is level and dislribulivn tv outlets ti leakage into or out of box,etc.): ny equal,a evidence of solids carryover,any evidence of 1'UA11'CUM Ell:`(lucatc on site plan) 1'untps,in Wu ding ordcr(yes or nu): Alanns in orking ordcr(yes or no): __ Conunen (nine condition of pump chanrbcr,condition of pumps and appurtenan(es,etc.): i Page 9 of I l OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: r Owner: , Date of Inspection: SOIL ABSORPTION SYSTEM(SAS): (locate on site plan,excavation not required) If SAS not located explain why: Type y . leaching pits,number:_ _lepEhing chambers,number: eaching galleries,number: leaching trenches,number,length: leaching fields,number,dimensions: overflow cesspool,number: innovative/altemative system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation, etc.): S /u I4�/� S CESSPOOLS: esspool must be pumped as part of inspection)(locate on site plan) Number and config anon: Depth—top of liq d to inlet invert: Depth of solids l er. Depth of scum 1 er: Dimensions of esspool: Materials of c nstruction: Indication of oundwater inflow.(yes or no): Comments( ote condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): PRIVY: (locate on site plan) Materials f construction: Dimensi s: Depth solids: Co nts(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): N 9 Page 10 of 1 l OFFICIAL INSPECTION FORM=NOT FOR VOLUNTARY`ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 3 -e-- 40C- Owner• Date of Inspection: SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks.Locate all wells within 100 feet.Locate where public water supply enters the building. G 61 3 A �l ZY 3 , y y 10 'Page l l of l l OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C C SYSTEM INFORMATION(continued) Property Address: 1 y'I 6 vip Owner. Date of Inspection: 1 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground watedLL 7 feet Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record-if checked,date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) Checked with local Board of Health-explain: Checked with local excavators,installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: i i�� /�o� cry .2 0�� l LC/e;�. ,�er 5•e SIG`�/l I 11 TOWN OF BARNSTABLE r.ge. LOCAT'IOI Z �rI�G� /476f SEWAGE # / �> VU,LAGE ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. Ao`ZP IOel l � 72/Z�" SEPTIC TANK CAPACITY LEACHING FACILITY (type) (size) NO.OF BEDROOMS BUILDER OR OWNER A41 -2 PERMIT DATE:1/IS . 9 S� COMPLIANCE, DATE: m 1 si - TP Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by �1� ; � � � � �s�� � � � Q , t � � - � �� C �� `a`7 �j _C, 0 �-�i� No. / F 3 6 /''� Fee J —r�— THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 0ppricatton for M!5ponl *p5tem Congtructton permit Application for a Permit to Construct( )Repair( )Upgrade(Abandon( ) (/Complete System El Individual Components Location Address or Lot No. 0,3 ��f����� Owner's Name,Address and Tel.No. Assessor's Map/Parcel Installer's N e,Address,and Tel.No. /` ` Designer's Name,Address an Tel.No. Type of Building: Dwelling No.of Bedrooms r� Lot Size sq.ft. Garbage Grinder(✓ d Other Type of Building AlGGNo.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow j1d gallons per day. Calculated daily flow �` gallons. Plan Date 7 Ld I5- Number of sheets ! Revision Date Title Size of Septic Tank 15,220 Type of S.A.S. ZeP_1YiS_ Description of Soil AW A 5_&,d1 }"Af Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued b this Bo of Uealth. �� /�� Signed ✓e--- Date _ Application Approved by 4 4 P Date a0 3_ Application Disapproved for the following reasons Permit No. 7 Date Issued " i � ��-474 No. "; Fee " THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN 0F'BARNSTA1 MASSACHUSETTS Yes 01ppYication for jbi.5pont *p5tem Lon.5truction Permit Application for a Permit to Construct( )Repair( )Upgrade(/Abandon( ) L/Complete System D Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. Y Assessor's Map/Parcel #s` ' ` Installer's Name,Address,and Tel.No. Designer's Name,Address and;Tel.No. QDw e 4; �CZ' Type of Building: ) Dwelling No.of Bedrooms Lot Size sq..ft. Garbage Grinder( d Other Type of Building e-5 eeZ-No.of Persons Showers( Cafeteria( ) Other Fixtures f Design Flow •.gallons per day. Calculated daily flow gallons. Plan Date Number of sheets / Revision Date Title -� Size of Septic Tank /S`O® Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable). Date last inspected.:,- Agreement: _ The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental.Code and not to place the system in operation until a Certifi- cate of Compliance has been issued b this o of alth. / Signed - Date k11,5 ` pk Application Approved by _ Date 5 ,�S_ Application Disapproved for the following reasons Permit No 3(; 7 Date Issued "/S ------------ `--------------------------— THE COMMONWEALTH OF MASSACHUSETTS 4 7V'Pl6 BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded( r'' Abandoned( )by O! kploli 96 at 7 3 9 /° Xee c C?'!iY �l�lt5r0?S���-5 has been constructed in accords e with the provisions of Title 5 and the for Disposal System Construction Permit No. ` 367 dated G -IS 97. Installer Designer geAVW L4,.,:Pf The issuance of this permit shall not be construed as a guarantee that the system w'.1 function as designed. Date l �n Inspector -� No. a7g�Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS lwizpogar *pztem Congtru tion Permit Permission is hereby granted to Construct( )Repair( �)Upgrade( )Abandon( ) System located at 7,c3 ,7 l l oy,-e Q!/� /S7®.9-9 and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this Date: Approved by TOWN OF BA.RNSTABLE LOCATION A�3 �rl��� �� SEWAGE # VILLAGE /L/�rS��'S ��i'! S ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. GiOl' Cc�T/ /f L'Pr' T�/—X3. � SEPTIC TANK CAPACITY LEACHING FACILITY: (type) 3' ���ys ize) � NO.OF BEDROOMS 3 BUILDER OR OWNE�R led", PERMIT DATE:Z115 / 5� COMPLIANCE DATE: Is— Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Fac4y Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by M � Own C� � Map 7 6 Parcel /0 Permit# � ( �2 House# 213 Date I sued 6/2/T S `( oard of Health(3rd floor)(8:15-9:30/1:00 �,? Fee;- _ Conservation Office(4th floor)(8:30-9:30/1:00 2:00) Av. 'I=ram ') Ic SYSTEM M • 1�SLED IN COM BARNSTARLE. ' WITH TITLE MASS MA . TOWN OF BARNPNTAL CO E q ,0 Building Permit Applicatiolr''c'f` " d � 1x.A'f9Ci�S Project Street Address .2 3 / <ieINGe 1445, Village ./t/I/�i2cS7o�✓� /r?iGGs Owner c` ei -oo A'a. el.A, Address �'�9 M Fi Telephone YZO-- O ViO Permit Request ,P.9►Tiayvl� k/4 First Floor square feet Second Floor square feet Construction Type Estimated Project Cost Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House ❑Yes ❑No On Old King's Highway ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing New Half: Existing New No.of Bedrooms: Existing 4? New Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air ❑Yes ❑No Fireplaces:Existing New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use Builder Information Name Telephone Number Address License# Home Improvement Contractor# i Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE'_�!�� DATE �•`7�^%� BUILDING PERMPP6ENIED FOR THE FOLLOWING REASON(S) G�� �09E&SS'OR-S MAP N0. `�/; PARCEL iJ%l '��("C �` L1�t'� p ��,' L,O C A.,�,T/11)N S E W A G E PE RMIT NO. •riLLAGE t1,4-:2 46Z INSTA LLEJR'S NAME i ADDRESS Z S U I L D E R OR OWNER 44 /v DATE PERMIT ISSUED Pxyl D A T E COMPLIANCE ISSUED sp 4 r} �6(f of �__ rJ (0 JI Fz�s.. ....��-...ram.._..�... � D THE COMMONWEALTH OF MASSACHUSETTS MO 0arn=MoCw==oaQ=m= BOARD OF HEALTH MA OWN OF BARNSTABLE $o'° Appliratft for Dirip000l Wor1w Tonfarlartion errant Application is hereby tnade for a Permit to Construct ( ) or Zepair an Individual Sewage Disposal QSyst v � Lo .lion,,Add.... or Lot No. Owner V Addr Installer Address UType of Building Size Lot............................Sq. feet �.� Dwelling— No. of Bedrooms.............. :. .........................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons---_------------------------ Showers ( ) — Cafeteria ( ) at Other fixtures ................................. . W Design Flow.......fs��........................gallons per person per day. Total daily flow..__........__._____.._.._._...._...........gallons. 04 Septic Tank—Liquid caity/ ..galluns Length---------------- Widt ---J-------- Diameter............. De th........_....... ek—No. ... ............ Width... ............ Total Length.._._ .............. Total leaching area .......sq. ft. Seepage Pit No..................... Diameter--------------.----- Depth below inlet.................... Total leaching area..................sq. ft. z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......-.................................................................. Date........................................ Test-Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit............_....... Depth to ground water........................ 0 Description of Soil....... U -------------- ---•----"---r U Nature of Repairs or Alterations—Answer when applicable------- AP--k-1 -'--------- .... .: .— -••----•--•-•-------•--••-••-•--•-•••------•-•--•--••----•-•---•---•---•--•--•---•--........_.•------••-•----•----'----'...-'--'--•......------•-------•---••-'---•-•-----•••-•-•--•••-•................ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code— he un further agrees not to place the system in operation until a Certificate of Compliance h e ued and of health. Signed ..... .......... ... . ...... ........ - ------- .--- ............... Dare .. ..... �.I��.. .�_a..-Application Approved BY y Application Disapproved for the following reasons: .................... ..................................'- ................................._................................... ................................................................................................................................................... . Dace - PermitNo. ........................ Issued ....................................................... Dace ...ti•,y�.'....r-�Nl..,�---y-J�"..�y.n'rl..-'^,•_ r.mr.+"v'�-•^-.-.,...tif'��:4r u. o,r.:%...,w-�.+ .a.w v_.—,...y;. __._..,._... W.,_ No.... Ficim . ...:....-... THE COMMONWEALTH OF MASSACHUSETTS I BOARD OF HEALTH 1 �- --A iUmA �,�TOWN OF BARNSTABLE ,Appliratiunyfor Diripwiul Vnrkw C omitrnrtinn .m'd Application is hereby made for a Permit to Construct ( ) or6ep�ltir>6_) an Individual Sewage Disposal System t ..-•---- ..... 0,17 1" ZC C Lo ration�Address or Lot No. ..--...-A6--.....ki ............................................. ^/ owner a Addr/es�s �......•...........•.•......lC7 �'` ••-• _...•----� ,�-� ..... •fi�'� -...�_....�?../.:�....!. � Installer � Address Type of Building r� Size Lot............................Sq. feet �. Dwelling—No. of Bedrooms.--........ ........_...Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ---------------------------- No. of persons............................ Showers ( ) — Cafeteria ( ) a' Other fixtures ---------------- -------------- - - W Design Flow............ ........................gallons per person per day. Total daily flow............................................gallons. 0� Septic Tank—I_1quid ca ' ity//�LgalIon s ��• Length................ Width-----........... Diameter................ Depth-............... Disposal— r-e4-�li— No. ---! ............ Width...-........_--., Total Length....- �.......... Total leaching area.0 l.......sq. ft. � � T- Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) - aPercolation Test Results Performed by.. ............... ��Y 1--•------------------------------------ Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of ,Test Pit.................... Depth to ground water........................ a / .................................................................................................... 0 Description of Soil-----. �y!�^��l -•--••--•...............................•-----------------------•------- U -•--•-••.......----••--••---•••••----•-•....•--•••--••-•-•••--•.........•••.................i-••••-•••---•----•-••••-•-•-••......---- -----------------------------------------------------------------------------------•-----------------------------------------"--------------------------------------- . ----- U Nature of Repairs or Alterations—Answer when applicable.------P'lew............:3._.__u c �.J.._ --•.�_._� . ....•-----•---•----••---...---••............•----•••••-----••--•-----•................•-............---•---•••-•--•------•-------••-•-•--•.........••••-•------------------------•---------............. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code— he undersigned further agrees not to place the system in operation until a Certificate of Compliance h f een issued by tt e o d of health. Signed ---.-...-----='..! _ ... . ... .......,�...... ........ - .........................-...-.-. ..-..-.........- ...----.-.-...-- Dace Application Approved By ............. r �nc-►� w -------------------.--------- --------... Da e v ✓ Application Disapproved for the following reasonr: ...................... ...............................................................-....................--...................... ...................................................... ..... . .... .............................. . . . .............................................................. .................Da....................... PermitNo. ........ "( �....................... Issued ..................................................--.... .te.-...... Dare THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE ger#ifutt#e of Tompliance THIS IS TO CER IFY,ghat the Individual Sewage Disposal System constructed ( ) o epaired(C-�) by ................. .... ....... ---------- ...----..................................................................................................... at .....�..-?9............ ..........�1.%�J............................................._... ...._.... .-- .. ................. ... ..._.............. ........... has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. ........'71/.-._ ---- dated -------....................................._. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUf4CTION SATISFACTORY. c /J DATE.........5........ ---------- ............ Inspect,(,-- --- - ...- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH G �-._._s�._.3�p TOWN OF BARNSTABLE No.......�1.- FEE.35 i�2......... Roposal Nor 15 Tonotrutuart "erutit Permission is hereby granted--------�- ._. .. . 4 !L-iA"---------------------------------------------•-•--------.--.-.----•.---.---•-•--- to Construct ( ) or Repair ( ) an Individual Sewage Disposal System E at No Street ..,,zz as shown on the application for Disposal Works Construction Permit No._��:.;Z36 Dated_.___.1.5.—.."lb.':A-1..... ._'_.._ ..._. ----•-••----•--•-----•-... , = ------•---------------------------•••-- DATE...............�.� L .................................. Board of Health '.�.C� FORM 36508 HOBBS&WARREN.INC..PUBLISHERS DATE P o tH o« TOWN OF BARNSTABLE FEE OFFICE OF RECEIVED BY 4 sAa»raati l ®OARD OF HEALTH o Alw k� 3e7 MAIN STREET HYANNIS, MASS. 02601 VARIANCE REQUEST FORM All variances must be submitted FIFTEEN (151 days prior to the scheduled Board of llealth meeting. , 11AME OF ,APPLICANT Christopher Kuhn TEL. 110. 1-800-212-8026 ADDRESS OF APPLICANT P.O. Box 2, Cummiquid, MA 02637 IJAME OF OWNER OF PROPERTY Christopher Kuhn SUBDIVISION 11ME N/A DATE APPROVED ASSESSORS FLAP AND PARCEL NUt• E Assessor's Mai 76 Parcel 16 LOCATION OF REQUEST Lot 1 off Prince Avenue Marstons Mills, SIZE OF LOT 10}734 SQ. FT. WETLANDS WITRIN 20U FT. OF PROPERTY: Yes_ No VARIANCE FROM REGULATION(List Regulation) Title V Variances: 1. Leach facility to be 15' from foundation (variance of 5') 15.03(7) 2. Reserve to be 1from toundation variance of 7 3. Reserve to be 7' from property line (variance of 39 15.03(7). Town of Barnstable Variances: Leach facility to be 52' from edge of wet an variance.o Z. eserve to be from edge of wetland variance of 48' 15:03(7) REASON FOR VARIANCE(ttay attach letter if more space is needed) Applicant was directed by the Health Department to upgrade his septic system. There is no proposed construction to the dwelling. The septic system on the accompanying plan conforms to Title V and the Town Regulations as much as posse e. -.- PLAN - TWO COPIES OF PLAN MUST BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST. VARIANCE APPROVED NOT APPROVED REASON FOR DISAPROVAL Groyer C, M. Farrish; M.D., 'Chairman Ann Jane Eshbaugh 'Jar Br OF 11461M Sr. , TOWN OF BARNSTABLE ASSESSOR'S MAP NO. 6 PARCEL lb" may©o l ') C.A ION � SEWAGE PERMIT NO. y a VILLAGE 2— I N S T A LLER'S NAME i A D D R E S B U I L D E R OR OWNER DATE PERMIT ISSUED 7 DAT E COMPLIANCE ISSUED � ' � 7 _ �� r1,gd - 13 !I t _ PROPOSAL.: CAPE LAND SEPTIC No.---� _ 1061 Old Falmouth Road Date Marstons Mills, NIA 02648 Sheet No. Proposal Submitted To: Work To Be Performed At: Name 0 5� _ u Street "� "'�-,�i—�_. .� . [1.t e� Street City 4 .-, y �1� City 4M AA i t I t State State nA%A5S, Date of Plans — -- ---- Phone f�=-41- 6 Architect ---- We hereby propose to furnish the materials and perform the labor necessary for the completion of fS Me� E K V64 CL a%i L f n r, —en.r on c f .T 7 -F' All material is guaranteed to be as specified, and. the above work to be performed in accordance with the drawings -and specifications submitted for above work and completed in a substantial workmanlike manner for the sum of Dollars ($ yn r,c 1 with payments to be made as follows:: ► r_��(�, _ u.�3l.m--- ----- :�; -;- Any alteration or deviation from above specifications involving extra costs•will be executed onlyupon written orders.end will become an c_.. - " Respectfully submitted - extra charge over and above the estimate.All agreements contingent upon strikes,accidents or delays beyond our control.Owner to carry fire,tornado and other necessary insurance upon above work.Work- Per _._--___.._. men's Compensation and Public Liability Insurance on above work to be taken out by Note—This proposal may be withdrawn by us if not accepted - r within days. ACCEPTANCE OF PROPOSAL. The above prices,specifications and conditions are satisfactory and are hereby accepted..You are authorized to do the work as specified. Payment will be made as outlined above.: Signature. Date Signature . DUPLICATE _ TOPS®FORM 3850 ; __ _ _ LITHO IN us.A. ,t SECTION - SEWAGE' SEPTIC _ ..D..BOX- I -LEACH- G'►AL-t�F� --�� .- _�� S TIC TANK - �(� f� �._ � oc- � � F►oa�El.. 1/ter `T��� (MSLI• SC4.,wp/G TD13E L «2•'OF�aTO va" OU -� ""�-` _ -s T1-� a�r ATE WASHED STONE Mtr,{ 1 CD I� O� O'�r TF iu A :/0,7345 a ;€,t IN• OUT• IN• OUT• IN• / /• \ �� 10oCG / ,CC' 5Z� SEPTIC TANK - �"D�3G/ �, �1\ \ ;L ELEV. ELEV. ELEV. r—'- 1� =1 r- CM" pA4i ELEV. .T�� VGt ►R OFIt✓SA ' 4-FT ELEV. ELEV. 'O .� $ ?s I"LoTTCof'. ICP �(v"LSPI(ti row. J_> � 1 h x Qf ---�i�� �'rP�P , � Few-2 of 1?Fib£ `, " -ca 0t1TtTT 20�C�`L+r'IQ DOi��1 ot1T cF P-P�X_ 4 t�(tl.l WASHED STONE N. $ O TEST HOLE LOG Pit r.-7s� .� 1�. it � � , ��� \ t �!. r�F.! . .v,k TEST 8Y R FAd2 _ v� � ��• w < :, F' WITNESS 2- SEDRO HO TEST GATE 10 j�s11�1 DESIGN T.H. . 1 T.H. 2 ELEV.I3.0 ELEV. NO OISPOS DISPOSER Z PERC RATE Z' MIN/IN. £� t FLOW RATE 110 (GALJDAY jt � � +$` .1 GtrEoI.L SEPTIC TANK Zzo ti:51s 30 ram. ' Tt�l t P-EFCP.t,�1LE F�I,AI.Je 3040 MEptuM REO'D SEPTIC TANK SIZE v l3.D •'' LEACH-�FACI LIT SIDE WALL =°US.I:,(2.S 1 G/D S fj BOTTOM :� � 5 =s �rtar i.o.� . S•O G/D TOTAL .. .. .._. .. ... . ..__r._,,. . .. k:^ ". ;....-... •. . 1 .. ._ °�x �: _ram, - niF LI> LEACHING ' USE [ a .. O - - p _1 -9 - v ' . WAT. RENCOUNTERED 'L1(H 44 -�S.�A - ►[:�{ �l3: � �1'�13:1.3p/a,'�►Ot,1 y;�i~ i �..�� �'f�* �� d` i. . � F��/!?W IA`�4A/�� •� _��.��t� . y�4 :,, �'. � /'�� � �I.•.r. i,.i: .+q" X•_h .'{ '�'+ V� S:S'• :'{= ' � UNLESS OTHERWISE NOTED) _ NOTES :, ( -:RESIE.Tn , 1I I.rI< I�,DAi orb (JAR IANLE �=� f•�'. ��: • N FROM QUADRANGLE MAP � {� et 2.DATUM iMsl)-TAKE - 'L pT a4.4; - ' Ak1G 3.MUNICIPAL' . - E .. _..o-.. -.-�:�.. -�,. .. � .. I:� \��'• C`•, �.; �. - ,`�- � �-•¢ - 1 . x PER FOO ... / ,: . M 1 tRITCM.,, ... �j E-CASTsIJNITS.AASNO. � t43 ' C J2� J � >DEStGN LOADING FOR ALLVR :. ��. � , : .. .. •. � � is�'.� -' .,`� . L� ;.MIN.GNOUNO COVER'OVER AW'SEWACE FACILITIES:t1.FT. =.: _ A ( 1 . #.E4 f-AGl 1.IIT`fo R ;-PI VE JOINTS"SMALL>!E MADE WATER TIGHT ��I� c1_ I " ''fa.t s.� r�i-( CLAN ET,AILSTO.$E:ACCORDANCE WITH COMM.OF MASS. ��g Oi-� �• a ARNE ill _ �/ ' `I a.CONSTRUCTIONDtfG.' I-IAIJfJ �1' R.A d� - . E T17LE tS � f STATE EJVVtRONMENTAL GOO ;EIAW A .. , �� � '- 3 � D °Locus:r��C t I'� UCE � �►1 AVL. 1 I��I {�1�1t_Y p.� v 4J-�O')1�-O c�F °3')15.D3(�) I M,. �� t �� $.1rit5 i * .F t l#= A I t�6r ' U fl '3ZC31 �7Ci� l��` Nld 'vT �S_M 1 t LS NctNEEa ' /'(� ARNE -A+JC�fi> ZIZ'�wl�t�OFS i'I S N Qx r6. 1� L ,' - t; r 16 OJAIA REF: _ xda ►o re �er� nee�ing � Z PREPARED FOR: ��S�bt'tiLP 9Jtt� „s b HIV/L ,ENGINEERS �LANDSURVEYORS BOARO.OF}lEALTN v 3 +, �2a Matn$t. ttE�..•. avevoa SCALE- t= IDAfF CONTOURS jiROPOSED)-�- 'APPROVED _ D SAA 7 PROPOSED RENOVATION FOR: ��; �o V31� BENTON RESIDENCE 239 PRINCE AVE MARSTONS MILLS, MA u dim FIE � � jImuf� - 11 it � JIIIIIIIIIIIIIII III If I I I Ili if full if tim if fill if fill if it if it inrrr-n I I it fill if it if if fill if I I I ill� �0 � � n 77 QJ � ✓ I HIM 0 01 0 unmarvuva��ar®wo®wm naPrm�mau am mwcrmns uvn a nm wrmmm�e r�er m�eeumr. uwnsnvmw amn�ww sw�vmrat r�namw omt DRAWING INDEX: ARCHITECTURAL: MECHANICAL: ELECTRICAL: COVER • D-1 DEMOLITION PLANS M-1 BASEMENT&FIRST FL.MECHANICAL PLAN E-1 BASEMENT&FIRST FL.ELECTRICAL PLAN A-1 WEST&SOUTH ELEVATIONS M-2 SECOND&THIRD FL.MECHANICAL PLAN E-2 SECOND&THIRD FL.ELECTRICAL PLAN A-2 EAST&NORTH ELEVATIONS M-3 BASEMENT&FIRST FL.PLUMBING PLAN E-3 ELECTRICAL SPECIFICATIONS/NOTES/LEGEND A-3 FOUNDATION PLAN/GENERAL NOTES M-4 SECOND&THIRD FL.PLUMBING PLAN E-4 ELECTRICAL SCHEDULES&RISER DIAGRAM A-4 BASEMENT PLAN/ROOM FINISH SCHEDULE M5 MECHANICAL SCHEDULES E-5 ELECTRICAL SCHEDULES&DETAILS A-5 FIRST FLOOR PLAN/ROOM FINISH SCHEDULE M5 MECHANICAL SPECIFICATIONS A5 SECOND FLOOR PLAN/ROOM FINISH SCHEDULE A-7 BUILDING SECTION A-A/B-B A-B TYP.WALL SECTION/BUILDING SECTION C-C A-9 STRUCTURAL DETAIL 01/BUILDING SECTION D-D A-10 FIRST/SECOND FLOOR FRAMING PLANS A-11 THIRD FLOOR/ROOF FRAMING PLANS A-12 DECK FRAMING PLANS/DECK PLAN - A-13 TYP.TRIM LOCATIONS/TYP.DETAILS - A-14 TYP.TRIM DETAILS/MOLDING LAYOUT .. A-15 OUTDOOR BALCONY DETAILS/WINDOW BOX DETAILS A-16 TYP.CUPOLA DETAIL/CUPOLA FRAMING PLANS A-17 FIREPLACE DETAILS/"PORT-HOLE"DETAILS .. REVISION # E ' - REMOVE EXISTING REMOVE RASPING m CONCRETE ENTRY PAD BLOCK FROST WALLS—A \\lL n' S E L E C T I V E D E M O L I T I O N E8.FDN.WALLTO REMAIN UNDISTURBED REMOVE EXISTING Z W " CREATE FLUSH AND TRANSIftONt BLOCK FROST WALLS E-I BETWEEN NEW EXISTING O BASEMENT FLOOR AREAS a DEMOLITION LEGEND I \\ 1 0 0 J H H EX. FDN. WALL TO REMAIN — — — -1 a a I FT i 1 1 O O EX. TO BE REMOVED m \\ es.ROCK To � C — � I I BE i A A EX. 2 CAR GARAGE EX.CONC.SLAB TO REMAIN I I I EXISTING FOOTPRINT TO REMAIN UNDISTURBEDREMOVE EXITTUIG a BLOCK FROST WALLS c BASTING BLOCK \ / FROST WALL I \\ I 1 } REMV RAG g WALL II II o 0 FULL RT. I I I E. z OOa. PIN.WALL EX. CRAWL SPACE I I I Z � °Io. o O � U W Z D7 Z s A a W ao 0 a rn z a O B&FDN.WALL a' c TO REMAIN 0 1--1 z UNDISTURBED P. o z$ z m EX.RICK a DEMOLITION GARAGE FLOOR PLAN i F SCALE I/4" r-0" EX. I CAR GARAGE z F N EX. 2 CAR GARAGE EX.CONC.SLAB TO REMAIN 8 z a o a ) � F 0 0 0 0 EX.PIN.W �., TO REMAIN 9 0 z UNDISTURBED F _J m EX.FULL RT. . FDN.WAIL FROSTING LOCH 'PROSE WAILL. 6 EX. CRAWL SPACE dq EX. FOOTPRINT TO REMAIN UNDISTURBED *D E M 0 L I T I 0 N N 0 T E S* o z a = z 00 UTILITIES: CONTRACTOR MUST CONTACT "DIG SAFE" TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY SITE Z w EXCAVATION AND/OR CONSTRUCTION •NO EXCEPTIONS• Z ] n a m -. O O p t0 tO 30'-B" 3 w FDN.WALL CONTRACTOR TO LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF ALL EXISTING UTILITIES IN ~ W a a BUILDING TO BE DEMOLISHED AS PER INSPECTOR AND/OR CURRENT CODE REQUIREMENTS SUGGEST; I a g" EX. FOOTPRINT TO REMAIN UNDISTURBED O CONTACT THE TOWN OF MARSTONS MILLS, CAPE COD FOR ANY ADDITIONAL REQUIREMENTS / SHUT a _ 7 OFFS OR INSPECTIONS REQUIRED. U zo a z DST wecL z IF NECESSARY, CONTRACTOR TO PROVIDE TEMPORARY UTILITIES DURING CONSTRUCTION. 4 * 'cq .N. 8 a r EX. I CAR GARAGE m F FOUNDATION: CONTRACTOR TO REMOVE ENTIRE EXISTING HOUSE, SCREEN PORCH AND DECK FROM EXISTING Z p 0 cn 0, r z FOUNDATION WALLS. a F O N N F 4 MUCH OF THE EXISTING FOUNDATION IS TO BE RE—USED; CONTRACTOR TO TAKE ALL APPROPRIATE 3 0 $ MEASURES TO PROTECT EXISTING FOUNDATION. CONTRACOTR IS RESPONSIBLE FOR PATCHING AND g' EXISTING GARAGE FLOOR PLAN w EL FROST WAS x REPAIRING ENTIRE FOUNDATION FOR LIKE NEW CONDITION UPON COMPLETION. r SCALE I/4"=I'-0' w CONTRACTOR TO FIELD VERIFY ALL CONDITIONS PRIOR TO COMMENCEMENT OF WORK. ANY jum DISCREPANCIES OR QUESTIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT G IMMEDIATELY. DATE: RAWN: 24'-0" t 8.28.06 DART EX RB FOOTPRINT TO REMAIN UNDISTUED - SCALE: CHKD: NOTED JMIII FILE NAME: REV: D- 1 REVISION # e_m A-1e E 22 24 A-le A-L. - C I I SEE SECTIONS C-C AND I I --D=D\9RHET A-B AND A-9 I I CUPOLA 1!Q!'H7 FOR DETAIIT CUPOLA METAL EDOP VENT;SEE -------- -------------.----_- r SPECIFICATIONS SHEET A-12 FOR OF -- VENT LICATIONS a g SPARK ARRESTERS W E ggg HOT.of CUPOLA ppq1 g METAL FLASH TYP. / C �/ 12 \I 1 I PERIMETER- G W TT ---- - W o LACE gm MAS ONRY � � --�20 SELECTED ESELECTED BY OWNER 10•_0" Typ. O� 1— SHIGLES A3 B OF CUPOLA o B - --PERIlD;1'6R FRAMING CIOCKffr 12 12 Typ A9 REQ'D. B(— �0 - ---`-19 DECORATIVE ARCH _MAS7'Eft�.N.-FFLAT TYP. CLG.HT. FLASH TYP. I • I W 1•• 2 i W FT -- g PLATE HI'. a MASI'BR B.R_PL HT. z --- - -------- - E-R � ® 1 m N m m WIN-.MT. " ' I _._ ....__... W •EXTERIOR TRIM NOTE* ?r O a c 16 it 11 11 ifil lilt III I A-14 eLIM.RUTTED A ' SEE DETAIL —00— SHEET'A13 FOR ALL a PREMIUM GRADE II IEeDID EXTERIOR TRIM DETAILS, SPECIFICATIONS -. 0a MHIT6 CEDAR SIDING - PRBSIUM GRADE VINYL PERO LA KIT BY AND LOCATIONS -- __SECOND PL A-19 WLI2E CEDAR SIDING 02 0 12 DECORATIVE.ARCH 'BACKYARD AMMCA'-POTOMAC SECOND PL MODEL OR APPROVED EQUAL 91ZB pLA.1.%ITT -____- ei -PLATE HT. A-1s N—PREIDUN GRADE WHITE A9 MECI'SD By OIINBR;INSt'AIJ. - 11 till Ill- CEDAR SBINGLES—) AS PER MANUPACTURHR.9 81111N,ll.q hidSPECIFICATIONS. _WIN.HT. I 11M.HT. 03 -------- -c e_19 �p Qp O OO ", •EXTERIOR RAILING NOTE* i 04 'I 2: e-1s ALL EXTERIOR RAILINGS TO BE 'FYPONM 6" o i COMPOSITE RAILING SYSTEM WITH SQUARE S BALUSTER OR APPROVED EQUAL BY OWNER o O o m m PREMIUM GRADE E' as WHITE CEDAR SIDING RIND011 PLANTER W W n1mr➢- AS SELECT®.TYP. 15 FIRST FL _-__ - _ O Zy 9 PG it 1 11 It IT It e-1e r Z _--------_ _ L • TOP OF PIN.MALL----- d W d APPROX.GRADE;SEE SITE PLAN 0 OSTAIRS AND RAILING B I GRADE AS REQUIRED TO A G1t4Dg. _ CaQ z MOOD FRAMED `Y88 I� OUTDOOR SHOVER a 22 23 a W �'BY tlTBB O OTHER I e-1e a-m - 'i+n• � A F I x c, � WEST ELEVATION 0 1/4'=1'-0• S I �D. E C 0 METAL ROOF FOR SEE I I 20 22 24 . SHEET A-12 VENT; ROOF I e-lD A-le ♦-le HOT.OF CUPOLA VENT LOCATIONS �\ --- ` y .w PERIMETED FRAMING /- /�'-- --- SEE SECTIONS C-C AND --------------------------_ 12 D-D.SRSET A-B AND A-a FOR DETAILED CUPOLA $ 1 I^ CONT.RIDGE I 12 I I�d 12 VENT TYP. I I ! 2e ; I ROT.OF CUPOLA � / PERIMETER FRAMING-- - A-15 �SBINGLES AS I 1 12 jj ... B� �smmrclBs es Setecm7 I I 1 H PLATE BT - ------- 1 . g MIN.IT. MASTER H.R.PL RT. 7 j 2H MIN.HT. j p Z a w g *EXTERIOR TRIM NOTE- oa A-'T W z Q o 0 E SEE DETAIL -00- SHEET A13 FOR ALL EXTERIOR TRIM DETAILS, SPECIFICATIONS d Z AND LOCATIONS PRnmLe1 ciuDE WRITE CEDAR SIDING SECOND P7 PIATB-HT. ~—CEDERMSJHNG E MIDTE DECORATIVE ARCH PIATH HT.----_ _ F,> cc z w 01 C N 3 wIN.HT. PLASH FLASH TYP. MN.BT. j z F Z O .•. •EXTERIOR RAILING NOTE* ------ 10 I ----- — �. ���r W O a Mi W U F N O O N 4 ALL EXTERIOR RAILINGS TO BE TYPON' 8" .. 8 COMPOSITE RAILING SYSTEM WITH SQUARE IsN m w c a BALUSTER OR APPROVED EQUAL BY OWNER ItmSTAIRSAMRAILINGI STAIRS TO— z� Z C> [wz� cm1 GRADE A9 REQUIRED D -2 P4 e O ti 6 0 0 IR.Tr ILLPlivr Fi.__ _ _ KK a APPROX GRADE:SEE SIR PLAN zm 3 vNYI PER EDT BY STAIRS AND RAZING TO -SO INSUL IN BACKYARD AMERIG•- GRADE AS REQUIRED .•� CANTILEVER,TYP. a* h 1 POTOMAC MODEL OR APPROVED I d w G EQUAL:S12E AS SELECTED BY - �, N V 11 OWNEIC INSTAL:AS PER a ROUND TAPERED 8 FULL MANUFACTURERS SPECIFICATIONS. DATE: DRAWN. 4m 11fl g SOUTH ELEVATION LENGTH STRUCTURAL m 8.28.08 ART COLUMN.TYPICAL SCALE: Cam: $ - APPROX.GRADE:SEE SITE PLAN NOTED FILE NAME: REV: J _ STAIRS AND'BATING 1'0 BADS AS REQUDEO UNIT :DOOR O.H.DOOR BY:MODEL' IF _ D UNITED DOOR TECHNOLOGIES'-MODEL: 'CASCADE SSICA9-W/'STDCKTON 2-BAR'WINDOW CONFIGURATION A— 1 REVISION # ----------� 12 1 �T I 22 23 4 A-le Mte X METAL ROOF VENT:SHE I I -------------------------CUPOLA - $ SPARK ARRESTERS W1 SHEET A-12 FOR ROOF I I is METAL FLASH TYP. VENT LOCATIONS I BOT.OF CUPOLA PERIMETER G ❑ -- --- g GG IT:RIDCa 12 o VENT ME �7 HOT.OF CUPOLA ZS�iCLa9 AS 1 �CCT77 g��gDD---��� ti �. PB6IlST®t PSAIHNC sEIRCTE7 O '-SBQiC1.63 AS 1-le ALUM.GOTI'ER k _ ~ e ALLAY.CUTTER h BBIfO ET SE LEADER TYP --` - ______ _ OFPJCGIUMY_YL._ .. LEADER TYP FLASH 7'YP. / - _ MASTER Bx PL H,1 pu. •EXTERIOR TRIM NOTE* �7 W S i 'Eff. j SEE DETAIL -00- SHEET A13 FOR ALL W a F-AI _ EXTERIOR TRIM DETAILS, SPECIFICATIONS oz a _ I _ AND LOCATIONS E-I E o Z W � oNRY / sacorm F_L_ - - -_ 96CUND FL FIREPLACE; i BRICK VENEER OUTDOOR PREMHfM CRADH AS SELECTED LIGHTING ASP WHrra CEDAR SIDING 02 PLATE HT. HY owNeiR M.a.P.PUNS. A-Is ____-_------ 'EXTERIOR RAILING NOTE' E, M, _ wnr.HT. H e_D+.HT. ____ _ ALL EXTERIOR RAILINGS TO BE TYPON' 6" ---- _ os COMPOSTTE RAHJNG SYSTEM WITH SQUARE BALUSTER OR APPROVED EQUAL BY OWNER 8 0 - ovrpooR seoWEe c BY OTHER NRM FL- FIRST PI_ $ - ---__--- TOP OF FDN.WAIL----- w O �e g APPROX-GRADE;SEE SITE PLAN z El RW' STAIRS AND RAILING TO Z a * GRADE AS REQUIRED B 22 23 d W -c p O U d F z z z c1 I ° I c 04 a z2 a. m I I u a W a o I I A-1e A-Ie q w F ' APPROX.GRADE;SEE SITE PUN I I SHE SECTIONS C-C AND 1n x — — — — D-D.SHEET' AND A-9 N FOR DETA D CUPOLA SPECIFICATIONS CUPOLA SPARK ARRBSTMRS W/ P: e CUPOLA ------- METAL ROOF VENT;SHE I / NORTH ELEVATION PSRI[HTBItFFRAMING LOCATIONS ROOT I I , `- -- rg METAL PH TYP• - - ----------- MASONRY_ y 1/4--I'-o- � I a - I I RICK BY OW AS V ♦-le _ Tr —I B�RooM cS`= I I 10'-0" TYP. SBIECI'Sn Hv OWNER 6 IO' 8-A.P.P. I BOT.OF CUPOLA °d I 12 CRICBeT PBRIAD[I'ER PRAA@IC 1.11NGIES AS ZSHINGLES AS 12 �8 As RHQb. I I s®.H`77 sELHGTEO-� gr TYP. MASTER B.R PUT 8 � � 1/ �L/ F1A4e TYP CI.G.9T. T_BT. MASTERB.H.PL HT. _ I WIN.HT eI vl } D: i i I 18 F NE X o '9 PREMUM canna C o aw i� eR SIDING z wmTe cF.n o0 09 ~'; w C,q y N $ w VINYL PERGOLA KIT BY A-19 x n ro SECOND - z FL 'BACKYARD AYBBIG- SECOND I I m -___ POTOMAC MODEL OR APPROVED PREMIUM ___ m__ __- �i F p e E•a _ ______PLATE HT. cb EQ�,SIZE S SELE-INSTALL AS CT BY f—CEO MSHINGLESE WHITE-1- CGRADE WHITE®AR SIDIN PLATE HT.-_-- ~ !�ti Z to w O w y MANUFACTURELLS sPEciinCATION 1~-•1 C�j"O c^,I PUSH TYP. WIN_HT_ C4 -r- " _ - ---- Na —. - Ill I CV v SPREMIUM GRADE 3 ,R WRITE DAR SIDING 28 I H z W y c S W C+ m A-V A-19 _..�.- _-- -- U O N c; ���11 W O G�i w o" ow ECK FIIt4T FL [�] SEE D SOOT, PLANS __-_-_ _ _ �.,y U O E•. W TOP OF FDN.WALL 04 W d O m m Z al FLASH TYP. ♦->9 -----__ _ Q 04 m O h ® ® __I_ _ d W .•y O�fJ U �' - � tC V 3 HEIEUM IGRADBI (--WAL.L TO IMUNRETAINING a J�1111 WBTTE CEDAR SIDING I WALL TO RHYAW—/ $ DEC.UTTTCE mR AS 9HYLT® it I G APPROR GRADE;SEH SITE PUNnil APPROX.GRADE;SEE SITE PUN DATE: DRAWN: STAINS AND RAHING To 8.28.06 ART GRADE AS REQUIRED 8'-0-s 7'-0-O.H.DOOR b�-PACB+IC'B- SCALE: CHKD: BY:•POKEY UNIT®DOOR ROUND TAPERED PULL EAST ELEVATION 1 TEC$NDIAGDRS•_YDDHL LENGTHRLEE. HTRIGTIRAI NOTED JMIII 1T = 1'N L -STOCKI'O� HAR W/ L e / COLUMN.TYPICAL c I I PILE NAME: REV: WINDOW CONFIGURATION LLL �L 1� A_2 REVISION # CONSTRUCTION SPECIFICATIONS (WHERE APPLICABLE) - Y' GENERAL CONDITIONS ENIDTGY COMPIIANCES 0 1.)IN=ARE BUILDERS PLANS THE FOLLOWING,UNLESS PROVIDED FOR IN THESE DRAWINGS,ARE TO TintBUILDING SHOWN COMPIffi Elm IT MEETS THE FOLLOWING: . BR➢UHSffiD MY OIHEn 1)TH®IAL DIVE OM F A.)SITE GRADING,SOU.REARING CAPACITY,DRADHC4 MI IFIRD,BUDDING LOCATION AND CONSTRUCTION A)WINOOW An DOOR AREA IS H64 THAN 15Y UP CHOS;Well.ABEL OUTSIDE OF BUDDING PROPER INCLUDING IANDSTAPING, B)WAIL INSULATION(H-I9)YDUYVY o IL)MEL71ON OF MATMA S,FINISHED,UMMU,AND HARDWARE. C)CIIIIDC INSULATION(e-22)YINOIOY EXISTING FOOTPRINT TO REMAIN UNDISTURBED C)DESIGN OF REATING,YONENG,AND EISCTRICAL PLANS AND THE COORDINATION OF im IN 0)FI00N INSULA710x(H-Il)MWYVY 0. 2.)THE ARCHITECT 9)STAB ON GRDB(R-4.0)UNHEATED.(R-7)ERASED SPACE . 2. THE/BC RECOM DIM NOT RE 1DSPONSIDIB WHERE CONSTRUCTION DEVIATES FROM TERSE DRAWINGS 11'-11" ON WBTTI'ER RECOMMENDATIONS. 8'-10" 2'-4" 15'-11" 9.)CONSTRUCTION SHALL,CONFORM TO ALL.IDCAL BUDDING CODES AND ORDINANCES HAVING SIR SHCRON FOR ENVELOPE BBQOIREIWTTR WHEN ABOVE DO NOT COIPLY. JUHL9DICTION WHERE DRAWINGS COISHCT VIER CODES,COOE RBQUUMMM SHALL.TALE PBBCERERLB NEW FULL HT. POURED WALL SECTION FOUNDATION 2)AIR 18A6 m NEW FROST WALL W/_ i THIS SECTION OF SLAB Z A)EMBER SSW,RAVE AN INFILTRATION RATE TAGS THAN 8D CUING FRET PER INCH PER FOOT OF SASH CRCC IB'z12'CUNT,CONC. POURED O 4'HIGHER: �. I.)MU ALL TOP SOD,RUES®AND OTHER DeT®OAT MATERIAL FROM WARE SOOTING AM B)RIDING DOORS SRUIL BATE AN DWg,TBATMN RATE Ili IRAN Ob CPM PER SQ.➢L Of DOOR AREA. FOOTING MDT.48'DEEP _I 56R SECf10N A-A&B-H 1�71 W m BEFORE BEGINNING WORE. C)SWMM DOORS SHALL RAVE AN UIFIL.7BATW RATE UESS THAN LES WM PER RQ R.OF ODOR AREA r 2)PIACH ALL DEER POLLS OEM RASH IN 87 LAYERS.COMPACTID FO 95%MINIMUM LLD""O"T � .•. � a4 � [j r 9.�®OH FOOTINGS SMALL,HE W-8'MILL BELOW FROM CRADIS OR DEER H REQUIRED B➢CODE H)ALLHIRED HILL BE JORIS AROUND WINm Of O D M UNITY PRUfIHAT10x9 AT M661DIGs of reW4 HDOB9 AND g 4.)FOOTINGS SUALL B8 MIN.4-RAW SITS OF MALL ABOVE AND MIN.8•Dom. ADD B'N 7RN �ES SHALL HE CAUIIED.CAffiIED 0►01ffirLLDB BBAI)fll. N PILL 3 L _ _ _ _ _ _ _ _ _ Py d W TPol FOOTINGS ARE NOT FORMED.CHO NIT-8 RACE SIDE AND le DEER. 3)ILVA.C.:SUIDDELS SMALL.MUM WITH ART.µ IN ENERGY COMPLIANCE MANUAL STEC DESIGN IS NOT A )i,;-`-!.,' z �] R.)E� TWO FOOTINGS ARE 91ERPED.BOIFOIB SMALL NOT TOPE MORE TITAN ONE PO07 VERTICALLY FOR PART Of THIS SET OF DRAWINGS UNLESS OTHERWISE NOTED.BALE 7FO FOOT eoRPIOMAILY. a.)FOOTINGS ARE DISIGNSD FOIE AND SHALL,REAR ON FINE UNDMUKD RAIN BANNG 40M PAP. 4)PLUMBING SYM: PIN TO®DSTING POUNOA770N. ,� � I O . DARING CAPACITY.. PATCH AND REPAIR AS REQUIRED. PIXTURES DRAIN TRAP VENT H.W. C.W. 7.)CONSTRUCT GROUND HUBS ON 4'PROBE FOl. t _ I I R)CONCRETE SHALL B8 2500 PAL STORE AGGREGATE READY MIT FOR Nmms.AND 3000 PAL POS WATER CIASEf 3" 2' I 2' a A N611 JAUDRY RM. 10" A o 7'LJB 1 1 2' 1 1 2' 1 1 2' 1 2' 12" W SUBS, I P.P - z SHOWER '2 2' 1 1 2" 1 2' 1 2" Z Z' o 1E /zz. MASONRY IAVATORY I 1 2" 1 1 2' 1 1 2' 1 2" 1 2" - NEIf 4'CONGESTS C� 1.)CONSTRUCT FOUNDATION TAUS OF POURED WNCREN OR LIGHT WEIGHT CONCERN Mom LAID UP OUR KITCHEN SINE RI 1 1 2" I 1 2" I 1 2' 1 2' 1 2" pIIL W/MEN.PO IN BUNNING BOND WITH WYTOM COO=I=SOLID AND A 4•MIN.$DID CAP BLOCY OEDER 1p�.IEC WATER OOJINUIER Y1IN=2' E 1 2' 1 1 z' 1 z' 1 z" ATMs L O�TTP.FRAMING M MM(CRIER HIM THE 1000 P.S.I.COMPRESSIVE SIBERCER WY BI WED IN 3/4' _1 ' B)BWDILW WATER SUPPLY=9/4•COPPER a 2®UNDATION DEPTH NJ .C)COMBINED BUILDING WASTE 4•C.L 44-DIFFEENCE VJ SIdBSFOUN f✓: 24'-0" 11'-4" •- D n WALL C TNN NOMINAL MAY.DEPTH OP 5)LL®TINC:BUILDING 9B/LL.COYPU N MJERCY COMPLIANCE YBIDAI.P NOT ILIDICAIED OJ PLANS a ±1. WALL CONSfRUC710N T'HICENESS(INCHES) UNBALANCED PN. . N my o a- 4 c (3)1.75'zI4•(2.OES) z NOTE F' Hollow Unite 10" 5' z PLUSH G.P.LAM GIRDER z�{ p Ei c U rated 12' 8' > SEE SHEET A-10 Masonry of D 5 z I I z z FOR FIRST FLOOR 8 10• g' Iz'-1" 1z'-1" 11'-2• �,�, Q Seud Unite 12 I * FRAMING PLAN Moen�ry f Hollow w0. ° 5. I a z solid Unite 0" y 7 t� 0 0 Fully Cmuted 1 8' _ I [- o Pleln Concrete 12' E' f _. -4._g ._,_._ n 56. LCZ 2 RuDDIe Slone Mono B' 7' Z `� POLFPI PoHWTI "i' ( \o p o; WIC.. Mean of h.Uow unite infossed 11c with I I �PpAp F 0 No,4 b d rat et 24'o.c .Bess Ix ted not _ A a _ `�D J 4•e 16LLY COL ON S lees then 4 1/2'�from pseaeure side of we1L g- o �48'z4H"zl6•CONC. O O o 0 POOTINGS W/8•z8' °j E)DAMPPROOP ROME ROCK TAUS WITH I/2'PORIUND CRWiT FABLING.APPLIED TO nTMOR t5 �Fl BASE PLATE&/5'S• d FROM COVE FO CAP. APPLY BITUMINOUS DAMP PROOFING OVER PARGING BELOW GRADE z o' 'P B'O.C.BACH WAY. 0. I:'1 I aFi ZO Z4.)PHOVIDH 1/2'I 1'-I'ANCHOR BOLTS U 8'-0'D.C.FOR WOOD SH1A t� 2°� w �7 `-E 5.)PROVIDE B'SOLID BRICK MASONRY UNDER CUM RUTS -1 .STING cO.cRI,.SLAB To 4 THIS SS6 o w V c REMAIN:PATCH AND RBPAN f III I A-A 6, I 7" z z IL)INSTALL FIRE CUY I=UNDIG AND THORIE IN ALL MASONRY CHIMNEYS AS FOLLOWS AS REQUIRED. B-B SHEET A-7 W I-1 GG z A. FOR BUYING UNTO WE AS RECOMMEND)BY MANUFACTURER -/7 FOR FURTHER N>G W N.c 8 1 . / I EX. F TPRI T TO REMAIN UNDISTURBED aH A)FOR/PEI7eCES S�69 REQUIRED BY DAMPER MANUFACTURER FOB P�110E WIIWl90ER RE07N. E/ CIARIPLCATION Q H C.)PREPARRCATED FDOS PLACE AND cmww nun SHALL N8 DL4mn As PER MANUrR7UHER'S ER.GARAGE.PA. U2 � O7 m WRITER SPECIFICATIONS. P.PY BL 7.2' I `-- I PIN TO EXISTING F4-1 N 7.)RICK MM SHALL REAR ON IY BIOCE FOUNDATIONS WITH S2MI-STUD HIM UNDER FIRST 35'-4" FOUNDATION. PATCH O a COARSE OF FIRM PHONEME F1ADWiG WIN W� SOLES AT 0'-0'D.G REQUIRED. O ~�1 D)ANCHOR ROCK I==TO MASONRY RACK UP OR MOOD FOALING WITH GALVANIZED STEM. w SPA®21-ROBBONTAILY AND Ill'VRUICAl e J.' i D)LINTELS-ONE ANGIE FULL EACH FOUR INCH OF MASONRY OVER ALL OPENINGS AND RHCBSSER ER r - a FO O'-0`To N CUNT 4"''ORE 9 l/Y 13 1/Y I 55/le To I'-0'USE 4.1 9 Ile 5/16 FOR R MASOP NRY ty7 I'-0'TO Er-0'USE 6'I 9 1/Y Y 5/16' REIN FULL HT.PION. CONTRACT TO CHLLBNHY:PATCH o C 0 TO 10'-0•USES-1 3 t I 5 II' WALL ' FOOTINGS TINDER AND REPAIR w .CONC. FOOTING OYRNC ®STING WALL AREAS SURROUNDING g UNTRISPR SHALL MBAR B•YIN. CE M.RA . A@i.48'DEBT 7YP. I NIASONRY AS O 0. PROVIDE 9/B'MINING JOINT B67WBMJ WINDOW O8 000E TITS AND YIDOXHY SUL9. g'_4" 8'-4" REQUIRED 10" 2'-5' O.H. DOOR R.O. 01 CARPENTRY '-9 O.H. DOOR R.O. 8'-3" EY•CAR�AC6 F4 F.PW' ®-7•z .: •;,� z 1)HUD AD ITS FASTENINGS SHELL CONFORM TO NATIONAL DESIGN SPEOPICATIONS" 9 RECOMMENDED THE NAP.A.AND LOCAL BUILDING CODE STANDARDS IX. FOOTPRINT TO REMAIN UNDISTURBED 0. �,: �;., z $ 2)STRUCTURAL WEEKS SUESARE SIRED ON HSIU.FIN F ON RE.WITH A EIDER .OP a ;J:•.�:.:, ,:, 1150 PSI AND AN'8'OF 1,40D,ODB. RXLSTING CONCERTS SLAB TO 0. I ..y• I W0. 9 ANCHOR SOLD TO COLTS SET IN MASONRY. ALL SOLD IN CONTACT WITH CONCRETE SELL RE - +4.i a';. R®IAIN•PATCH AND REPAIR `o AS REQUIR . 'i�':''1'• p.. �S DO lO6I9� ED AND BRAYS l NI&1.MM NA7 �OP. REDS IAYPED OM MOM SH ME z m I •..�..i.' RECOVERY SPED TOGEIREL rwu Km mmcl IN MASOIIRY WELD WITH Y MCBOHH EVERY m S `J z 07MER PA8TNOS PARAIIA ABOVL PARTITION LEGEND /)PROVES 5/4'1 Y 5)FRAME UPOMM IABCER IRAN le WITH DOURIE UMBE ANDTMGM&DOUBLE UP JUSTS F xq C$ CROSS BBREDiG s 0'-0'D.C.NAMM AND WFm B OCC ENG AT MPS,UNRASS OTHERWISE. EXISTING 0. o Z a W J NOOTHERWISE. EXISTING TO REMAIN 9 7)sOHHODeWC SHALL RE'C-D'PLYWOOO OR RE 1a1/1I TNe WITH STEELIER BL LTTER CLUB IN MM ON DRAWING. I) HRADRES-MUM NOT®O MMM - NEW CONSTRUCTION I1 W m M O`_e Z-2-USE(2)r 1 4- r-O USE(2)2'I r Ti7 Q t•J I I Y-0•-s'-0'Ise(2)Y Y a• EXISTING TO BE REMOVED C _ _ C yC r.o m 5'-0'-7-0'URE(2)Y1lV -y O✓omm 7'_O -B'-1 ORE(2)2.1 12• IX. FOOTPRINT TO REMAIN UNDISTURBED E~-1 1"„( a O REAN9 DYER 1-0•PHDVIDE DOUBLE STUD EM M EACH SIDE 10" POURED CONC. WALL 5 _ ON 18"a12" CUNT. CONC. W CZ x Cu Mo W)REVISION WALL SERA7®IG NAY RE ONI TED WHEN CORNER HRAWNG AND SOLID OR HORIZONTAL FOOTING MIN 48" DEEP 0 ) OF SIDINGS ARE USED. - 10)WOOD STAIRS.NUMEROUS—CLEAR SOFT I ND.5/4'I 12'MINIMUM,WITH 9 1/e Xmm , b EFFECTER 1.UBP1IL TRR/DS-HABOr00D.R'MINIMUM I=1•NOSING.SEDEIWTT STAIRS WY HE OF �'I w F z W son WOOD.RISERS am SOFT WOW,8 1/4-NMIOY.HAND RAGS-EACH SIDE OF STAIRS AND C� O u2 G, tg GUAEDS,34'MGM FROM FRONT IF NOERNG. RAIDRER9.MASD1011 4•D.C. OMIT ONHANDRAIL ON NOTE: W Y FORTES MERE iHdN 44'WIDL O O 8 IRSCBLIANBOUS - WINDOW SIZES & NUMBERS SELECTED FROM '� F H 0 M. ,y v.�-I . d 1)MRTHANCE MEMO MO AND BOOM DOM HAVING GUB N NG MAST CONFM NJ.S.L FOUNDATION PLAN 151. _ TYPICAL ANDERSON CATALOG M-1 �... 12-4 Dmac sererF CLASS IN pins THAT MAY RE Mlsre®r FOR A MEAXs OF IN�OR -SEE HEADER SCHEDULE FOR EXACT HEADER SIZES I a Z. o�V7 2)BMW BATH A LA➢AFOEM SHALL HAVE ETHADST TANS DUCT®N EAT EOE 9)ALL WINDOWS WITH SILLS R le OF FLOOR OR MM WITHIN 21.OF DOORS TO HE TEMP®. ABOVE WINDOWS AS REQUIRED. - C:) m^m^Y. Ls,, 4)BUILDING EIA4TMC TO COMPLY CORE NBC 20�INDICATED IN MANS - -SEE SHEET A-12 FOR DECK FRAMING PLANS* I� v CC.•0 0 3 -CONTRACTOR TO FIELD VERIFY 6U CONDITIONS PRIOR TO COMMENCEMENT OF WORK. ANY DISCREPANCIES OR QUESTIONS SHOULD BE BROUGHT TO THE ATTENTION OF �j 6' THE ARCHITECT IMMEDIATELY. *NOTE* �1,'' SEE AE SHEET -10 'Yu,,. FOR FIRST FLOOR in B FRAMING PLAN DATE: DRAWN: R 8.28.0E ART SCALE: CEDED: NOTED JMIII I.NAME' REV: � a , A-3 REVISION # G m L -CONTRACTOR TO VERIFY AND COORDINATE ALL FINISHES WITH OWNER PRIOR TO INSTALLATION- ROOM FINISH SCHEDULE FLOOR WALLS CEILING WAINS REMARKS a °i 1 2 3 4 5 W EXISTING FOOTPRINT TO REMAIN UNDISTURBED a "37'-0 W - - g 11' 11" B' 10" 2' 4" 15•-11" x � (•'�� �f K 8 [1� p S � W 3 N I PROVIDE ALL REQUIRE p, ■ u c4 r o r,P r E r Fa I Co...POR Hoof UP ROOM NAME OF RASHER&DRYER UNITS. E (SEE MEP DRAWINGS) 100 2 CAR GAMOR I I 1XII I. I I XI I I I I I I IV I I IVA I I I C B' Z x O s 101 I CAR GARAGR = z = Z = G cr '• SHELVING ;.iy 102 ROOM E { I I Z Z C B' OlINBR TO SUPPLY ROBBER WT9 HW :' • >': 103 BASBYB<iT BATBROoY E z = Z I e' Z m 24'-0" P I04 LAUNDRY BDDY I { Z I Z I C B' W /-1 ~ z 106 YHCY.IUL/98oP Z i I = Z C B' T^ f O m MECH. RM. / SHOP Ic+ III���III VI h`ti y 1 10-s ROOM FINISH SCHEDULE S 4 tos 2 I� LAUNDRY RM, ALL CONCRETE WALLS 1 FINIS®wITH 2'e4'P.T. FLOOR SECT.NO. DESCRIPTION REMARKS NN II' 7 9 02 nj 104 2 STUDS ON THE FIAT W/ naPsr n Tiaer a seuesa at aPl® O W O RIGID INSUL BETWEEN: CIRARID i11R R CaAWG ID;CaLoB Aa enu Ae HWf.Ta BT oBNa BAfamre/QI®1 O O INS7AIL VAPOR BARRH:R 3 eAeAa RAa100D n PH®DDY Poe-rm®RAeDProD nuo2mG Au,mw�A�Ae um®eaDlm TDI N pma8I0A4 DI6ADe WWOB 1B BBIICI®a DII'>a At N%W�IdUDR7 Rll. TOWARDS HEAT®SPACE. O TYP. BASS SECT.N0. DESCRIPTION REMARKS" D2 P.FP.F.EMI.7.87.8 a DI YIA'ID!BQ DRAD.OE �1 . n c 7'-e" 3'-1 H9eel A- WALL SECT.NO. DESCRIPTION REMARKS a , I F P1DR II Yffi PIDT CDIDB Y HWECIa BT DeBa 11J.WW8 OF.0. -4'GONG SWAB ON 4'POROUS PILL Au eAua Yo aCRPe I CDAT aI eB116 Pee08 PBIDH tD PD®PAIHT. 8 -EXISTING GARAGE SLAB TO RIOLIIN _ BATHROOM z Rol �` -YIN.5/8 GYP.BD.ON CEHING AND ,�(O 1 } Au.W1118 A a�..a cane m`PDnea PADT p a o F COMMON WAILS(2 LAYERS) I v 103 Y PBmnm n ass urffio=navA—Bear A-u APna®aI+I�r®r naoR [[Cq m -YIN.R-22 INSUL IN CEILING I` 4e2 v' 2: * a E 2 O1 R-13 INSUL IN COMMON WALLS a CEILING SECT.NO. DESCRIPTION REMAKES F o 211 3 D11 b �tf * PADR CI LOa PYIR CmOB A9 8618L1m a aYlao< Au CmmOa OFA. Z W _ a O a S I1("'IJ O L� R WRAP DEC.TR COL ' F PIy Qo W/ C.TRILLS—i0 g D2 A3 SELECT® 1 F O O^o F e I = 2 w a _� I z E. WINDOW SCHEDULE z Z 2 CAR GARAGE i ss8 STAID Nor%BELOW o o e; w '00 2 z F•F�r ', � BASEMENT WINDOWS c z z z w �' 9 \OWNRR TO PRIVIDE 1' *NOTE* SYMBOL WIN. CODE ROUGH OPENING QTY. DESCRIPTION a r..� x z 23'-10" RUBBER MATS FOR W a.O �t (� THIS AREA SEE SHEET A-10 O C34 W-3/8" z 4'-1/2" 1 LEFT/STATIONARY/RIGHT q m E. pq FRR FIRST RAMING PLAN OR B C12 RIGHT o ►�' c IS 0 3 5 8•-0" 7'-0'O.H.DOOR 1 ITY:•FILLET UNIT®DOOROTPRINT TO REMAIN UNDISTURBED - a TECHNOI.OGINS•-MODEL• /4 102 2\ < 'CASCADE SERIES'W/ a 17-e" t DOOR SCHEDULE al I 'STOCKrON 2-BAR' I 3 _ WINDOW CONFIGURATION D2 z BASEMENT DOORS B Au.coTCREre w,ws FRNLSHED SYMBOL DESCRIPTION QTY. •: �.'.. �,':';': :;;Yq .2"E4'P.T.STUDS ON a m D3_... FLAT W/RIGID INSUL BETWE6II, v� Di 8'-0"z7'-O" O.H. DOOR 3 3'-3" B'-4" 2'-8 8'-4" •4-I1"a 3- a ]TOWARD OR BARRACK 9 F TOWARDS HEATED SPACE TYP. F i � 38"z80" FIRE-RATED g 30-e z 2 STORY MASONRY z D2 WOOD/STEEL DR. W/ MIN. 3 FIREPLACE;SEE ,y 7 1 CAR GARAGE DETAILS SHEET A-1 I ; z 3/4" HOUR RATING M 301 ��Norn BR.GARAGE PI. 30"z80', 9-LTTE, a 2 I'', i o z FIRE-RATED WOOD/STEEL . RAILS MDT.-9B'HIGH NO.BALUSTER m�' o .I 9 .' '+' I o D3 DR. W/ MIN. 3/4" HOUR 1 SPACE 4".DEC.RAIL/BALUSTER m I D7 - s" RATING w DESIGN AS SELECTED.MAXELSE B ¢I F E. (f _E CONC.SLAB ON A POROUS AIL 2 O � Ki .�+•,a 3/4'AND MIN.TREAD R 1/2' -HRISTHNC GARAGE SLAB TO REMAIN '��•N DWW 30z80" SOLID WOOD DR. g a -YIN.B/B GYP.BD.ON CEILING AND a z O O e COMMON WAILS(2 LAYERS) q o -MITI.R-22 INSUL IN CEILING o u7 8 w -1@l.R-19 INSUL IN COMMON WALLS 9 — — vi W e7 I I 1`t` o FINISH CONCRETE I LKDGE AS SELECTEDPQ PARTITION LEGENDm co g C O O EXISTING TO REMAIN 0 I� a zell W a v BASEMENT PLAN NEW CONSTRUCTION a gb 4'-8" 7•-B" 7'-8" 4'-8" E'I z 6 1/4•- 1•-0• � w A ICJ p, q *SEE SHEET A-12 FOR DECK FRAMING PLANS* 24'-0' * H 8 NOTE: x d EX. FOOTPRINT TO REMAIN UNDISTURBED - WINDOW SIZES & NUMBERS SELECTED FROM 'Z O Z m m *NOTE* TYPICAL ANDERSON CATALOG xi o w co O SEE SHEET A-10 ti m Io -SEE HEADER SCHEDULE FOR EXACT HEADER SIZES FOR FIRST FLOOR a m m FRAMING PLAN ABOVE WINDOWS AS REQUIRED. O"" u Y -CONTRACTOR TO FIELD VERIFY ALL CONDITIONS PRIOR J�111.1 TO COMMENCEMENT OF WORK. ANY DISCREPANCIES OR QUESTIONS SHOULD BE BROUGHT TITHE ATTENTION OF G THE ARCHITECT IMMEDIATELY. 8 DATE: DRAWN: E 8.28.06 ART SCALE: CRKD: NOTED JMIII _ FM NAME: REV: d A-4 REVISION # -CONTRACTOR TO VERIFY AND COORDINATE ALL FINISHES WITH OWNER PRIOR TO INSTALLATION"" T ROOM FINISH SCHEDULE E FLOOR WALLS CEILING WAINS REMARK 6 EXISTING FOOTPRINT TO REMAIN UNDISTURBED I 2 3 4 gg li m 37'-0" w '! gg 9 g 6'-2" 5'-9" W-SO" 2._4.. 9'-9" e'-2" C p w W a 1-4 il, 0: ROOM NAME e1. 8� es � �6 p � o� u� �5� z W - VINYL PERGOLA KIT BY r, 5 BACKYARD AMERICA'- 200 KrIcI n; I Z 2 z I i : fxx CI p• /'t�^ w T,�e 201 LRVfG BOOM I I Z 1 W 8158 elaP,peTAd SST A-14 W POTOMAC MODEL OR APPROVED 9TADi9 AND RMIIaC TO j `o WOOD FRAMED `./ VI 1 EA D EQUAL;SIZE AS SELECTED BY GRADE AS REQUIRED BATHROOM 2Rt DpiOLc z I z I I K C1 p' eBe BL6v.DETAIL,SLLEe'1'A-14 OWNER;INSTALL AS PER ••. o_or i1 MANUFACTURERS SPECIFICATIONS. _� SHOWER BY a 1 209 PAMRY it001c I Z Z I I i 1 W Sze IO.Ev.DETAR�BT A-14 D4 "OTHER 205 2oa U®HOoM z z K i CI p' 12'-O" PERGOLA 4 2 __ Q • _0" 3 20e IiAYBH00Y i I z i I I I Z Z i l p' See®Bo,paTAp.Sa88T♦-14© �� o x J L a I D9 ROOM FINISH SCHEDULE 1 Gy z ¢i 9'-9" fOi FLOOR SECT. NO. DHSCRD'1'ION REMARKS r� o t PI SCRI 1B ENT®er orPa - 1`1 C 3- % IiIi"D7_�I •jO 13'-31 1"A ll 3•-0' 0 BATH D70 O vj wzD YvcvAervpewrmrlp R ca W eWuAiO rIKKD AAnrenruuSa.�u1PYD�A4m1uA L1Re96 e cvr YW®A®ooSpv prtYSeaaia so Na�r easen1�S®vv1LLziw n a1aa z esAocm iwm�9eoe A8o��TW�Qeae rtm c1�Tar 1pAm rroz•o-Ar pRA1-epa oSRurr t®t®p oaPorr 8i®e,Pko0®AmW1pa®P 1 veetry oeP 1too8 rp®ABA[AAwuLurNAl,m�,errArnAmroAp ulmo eaRp®lWoo.Kp„Ro Sa/�.s p a[r rt.1'®poH.M!im n.Koa - wv ESE SECT.NO. DBCPTION REMARKS FFO+-1 Ipa0 05'-0 CUR. 6 DB 3 D6 08 WALL SECT.NO. DESCRDTION KITCHEN 0" -o 3'-4" 2 BEDROOM MOM- �i G SELF. NO. DESCRIPTIONREMARKS O 4 2 z FALSE COL 4'-31O OPPOSITE 4'e5 P POT, TO MATCH W IIY COLUMNS zB O..1' N o 0 8 z I OO _--ALINE OF�_n�-'—_ U D6 - vFv.� WINDOW SCHEDULE a Z m } 4.6'PSL POST:AUG NJ W o a rn SEE SIADt NOTE BELOW r BELOW,WRAP Dtt LIEO o /� FIRST FLOOR WINDOWS zo `J TRIM e9 SELECTED SYMBOL WIN. CODE ROUGH OPENINGIn w F lT-li" T-u"t OPEN RAIL 3'-a" z - QTY. DESCRIPTION ; Fz:] w �FDtsr * * Q C34 W-3/8" a 4'-1/2" 2 DAY-BED WIN. TEMPERED x Z z s a O.ffi Ie.p3 w NOTE B C12 W a F SEE SHEET A-11 z'-1/e" a 2'-1/8" 5 RIGHT x w a o ro.. LIVING ROOM v1 DINING ROOM - FOR SECOND FL. © C13 2'-5/8" z 3'-1/2" 2 TEMPERED IN BATHROOM g Ds 1 ots In FRAMING PLAN w tot 202 z 0 C145 2'-5/8" z 4'-5 3/8" 1 LEFT 0. I�-W 3 3 _ Q C14 2'-5/8" z 4'-1/2" 2 STATIONARY / TEMPERED PaI. .y c o ' i EX. FOOTPRINT TO REMAIN to 36'-2" ,p F C255 4'-I/2" z 5'-5 3/8" 2 LEFT/RIGHT 5'-8" C.O. 3'-2" 2' e" '-6" 9'-6" e B CD © W245 4'-9" z 4'-5 3/8' 1 LEFT/RIGHT - - TT� _ _ q13 ! G43 W-11 314"s2-il 3/4 1SLIDER R-90 INStJL UNDER �� Q_ _ IF-�,A OP COFPEBBD] '-4 CLG.SEE DETAIL 27REV FIREPLACE 23'-a" w@ I I I S1INET A-17 •1 1 —0 LACE WR C30•-B" I 10I II I DOOR SCHEDUMANTLE BY OEX. FOOTPRINT TO REMAIN UNDISTURBED N FAMILi ROOMFIRST FLOOR DOORS II 209 2 `o SYMBOL DESCRIPTION w `o Ds i 3 =i QTY. SYMBOL DESCRIPTION QTY. o t ro I ��TrnlceL �-I-fT�'�„ I to.. Da 3�zB0" FRONT DR. 1 D8 18"a80" HOLLOW CORE WOOD 2 E" INTERIOR ELEVATION W 12" SD. LTS. n F. SHEET A-t4 FOR l z n - D9 O 24"aBO- STEEL 9-LITE 1 E+ z 1 ALL FIRST FLOOR 14 z P. b 5J g STALE NOTE: a FLOOR ANDERSON FWG12068-4 0 TRIM DETAILS- w SLIDING DOOR 2 Dt0 2B"a80" SOLID WOOD DR. 1 Qy' z o 0 RAILS MIN.36'HIGH MAX.BALUSTER SPACE 4'. F i +- o I•-W o I 9RAM/BALUSTERP.P.EI.1e.6 t 0 17 N DEC. DESIGN 69 SELECTED.MAY. 23'-2" 0 1/4- W N OT RISE a t/a'END MIN.TREAD B t/z' 38"z60" SOLID WOOD DR. 2 Dn 30"z80" SOLID WOOD DR. 1 e'-8" (2)90"z80" BI-FOLD 1 Dt5 60"z80" FRENCH SLIDER 1 Z' ] a W 00o m m 8 *SEE SHEET A-12 FOR DECK FRAMING PLANS• o O O 10 W W w U O CU 10 SHION AS SELECTED O I N v PARTITION LEGEND a � Uo FIRST FLOOR PLAN O EXISTING TO REMAIN 0 Q W a W q 4-6" 3-9" 3-9" a-9" 0 C 1/4'=1'-0' 3'-9" 4'-8" F"1 C) 0 8 NEW CONSTRUCTION � d 24'-0' 1: yz H a+ F z m c7 *NOTE* EX.FOOTPRINT TO REMAIN UNDISTURBED NOTE: m m SEE SHEET A-11 � c5 0 0 FOR SECOND FL. - WINDOW SIZES & NUMBERS SELECTED FROM .. v FRAMING PLAN u Y - TYPICAL ANDERSON CATALOG -SEE HEADER ABOVE WINDOWS SCHEDULE REQUIRED.EXACT HEADER SIZES JIM in G , 6 -CONTRACTOR TO FIELD VERIFY ALL CONDITIONS PRIOR DATE: DRAWN: E TO COMMENCEMENT OF WORK. ANY DISCREPANCIES OR - 8 OUESTIONS SHOULD BE BROUGHT TO THE ATTENTION OF SCALE: ART SCAR: CHKD: THE ARCHITECT IMMEDIATELY. NOTED ]MIII • FILE NAME: REV: A-5 • "*CONTRACTOR TO VBEteY AND COORDINATE ALL FINISHES WITH OWNER PRIOR TO INSTALLATION- REVISION # ROOM FINISH SCHEDULE FLOOR WALLS CEDING WAINS REMARKS 1 2 3 1 4 9 d WINDOW SCHEDULE DOOR SCHEDULE SECOND FLOOR & LOFT/OFFICE WINDOWS SECOND FLOOR & LOFT/OFFICE DOORS w ` z 9 A 8Vol �g 8 D 8 9 SYMBOL WIN. CODE ROUGH OPENING QTY. DESCRIPTION SYMBOL DESCRIPTION QTY. SYMBOL DESCRIPTION QTY. w a. x 8 �� �m�� 19 � 5 g��� y�� Z�l W a � t y e C12 2'-i 8" z 2'-1 8" 18 RIGHT D7 (2)30"z80" BI-FOLD 1 D13 32"z80" SOLID WOOD DR. 2 �j� a Ia q a ROOM NAME u� � 0� 9 � �� 9.11 � Q / / ►►►► 11►w Ili Q CW245 4'-B" 14'-5 3/8" 5 LEFT/RIGHT De 18"z80" HOLLOW CORE WOO I FWH5068 EX. FRENCH Soo®Hoot z I z z cl a• D1 DOOR•W/ FUM A51 2 Q ffi sot ITAYI—A, z I z z cl a' Q FR40 V-1/2" z 4'-1/2" 1 FULL ROUND MONUMENTAL D70 28"z8O" SOLID WOOD DR. 1 TRANSOM ABOVE W = 902 MATIE2 W.LC. t a I Z 2 cl a- LO3 MASTER RATRRDOM z I I I cl a' Oi C345 W-3/8" 14'-5 3/8" 1 TEMPERED 011 30"z80" SOLID WOOD DR. 5 D15 8O"Eau" FRENCH SLIDER 1 O 9 304 MASTER MR-M Z I Z Z CI A LT R 305 HMi z a z z c1 e• O C15 2'-5/8" z 5'-3/8" 2 LEFT/RIGHT D7 24"z80" SOLID WOOD DR. 2 D76 38"z80" EXT. FRENCH DR. 1 � l� 108 RAYRRDDY a I 2 I Z Z Z Z I I I I 1 a' ffi 1011.DETAIL�T A-14 RATHHOOM Z I Z I i i i Z Z I I Z CI a' 986 IDLY.DETAIL 9�T A-14 by O LAUNDRY HOOP Z I a a Cl a'IDFT/Omm z : z z cl a' 44 I�-1 Z ti o z o z t � o sa Q �1 S 37'_0" Z C N w i - — — LINE OF BATEHOR WALL BELOW _ Q O W z 37-0" R — — _ —ti — — N c) 6'-6" • 15,-6" 6,-6" .•�i I \� F �$^'C/ I 1-A-1 ~ c4'-3" '-11" Z'-8" '-ll' 7'-9" 7'-9" 2'-B" '-11 4'-3^ TYP. 21 m CD oI a I A-m O I O _ �a '1�1'-B"t*NOTE* j •-0"KNEE WALL --�23'-6" 1 SEE SHEET A-11 oI \ .I 4 307 2 sHwa FOR LOFT/OFFICE ROOF�P etz4ceavC \ 11'-a^ Roop p�Rw1�IG I o B FL. FRAMING PLAN ( �— \ SEE FRAMING PLANS _ —� P -FINISH WIN.SILL D8 3 - 16•-0"3 ii FOR BRACT'LOCATION rz 8 i AS SELECTED TYP. N AND SPECIFICATIONS OP °i I O Q O 3'-2" 5'-0" 3'-8" I - 2 4 io 1 0 .m CUPOLA CONSTRUCTION w THIRD FLOOR I �" E- BEDROOM - m �I FX.EL.30.53 z h O O TUB , LOFT/OFFICE O s' 1 - � 1 SHUT \ / 4 400 2 i C C o cm A SECOND FLOOR.. q 900 2 (•/�I I - z i• w \ /7 cl OPEN TO BELOW: d D " c/! 3 Zo ABOVESEE SECTION AA O U Z P-P�QV 28.8 t 3 I -0 8 " 9-8" OUTDOOR BALCONY- \ / 9 �• y�y z z z D7 I LA DRY BATHROOM -� � SEE DETAIL 020 SHEET D75 \/ RAT' \ a� w 1-•� Z cl 1 m A-15 FOR BALCONY �• I y 11 SOB CONSTRUCTION I /\\ a W a"z0 . 9'-10" 8'- I< 4 90B 2 I� 10'-4" -I O 4 2 o SPECIFICATIONS `m I / I \ p W �T•l 01 3 I 3 A _ SEE STAIN OTE W \ m A fn W .I D13 D11 D11 D76 —� f1. �• 23•-6" I \ 1.ei O 0 0-4 /--1 i D1 WRAP PSL POST VAULTRD THIS AREA: B/ HALL 2'-8" 3'-7" IB'-3" p• o _ W/DEC.TRH[ I SECTIONS AA A:BBB / 1 1•_ " a I �< O cl I N RAIL 1-4•IS"PSL ® o/ 4 90S 2 CURVED SION 'a ?; POST;ALIGN cn O ROOF P MIN / OUTDOOR BALCONY- \ ROOF PRA1@iG (m �C WITH POSTS V/ .•aI n 01 BELOW c: SEE STAIR NOTE BELOW -I f // * SEE DETAIL * \\� I s S SPECMCATTONS 1-0" POLE AND SBBLP TYP. 8•_8^ v i oo \ / A 8' 0" BALCONY 6" I q3 9 I I I I m BATHROOM LMSUURE D13 I / \ ® p, 10'-0"RAILINGS y PLA9ROOM I W.I.C. I r. 903 2 S I // m C r — — ) — — — — — — Y I I 4e2 -i i 302 011 9 I _ _ o i l 0 i 3 3 2 12'-B" C 011 184E OF EXTERIOR WALL BELOW I - cT IV-11 SEE TUB Cw m l I I I NOTE HBLOW wl � " x O \ ROOFFRAMINGs-lo" s' 2' s._6. B 0 0 \ P: z 00 d' STAUR NOTB: I \ I--I W m Fa 0� ss"ecB MAX.BAIusrEt u a B B B SPACE 4%DEC.RAIIVBALUSI'ER / ,Z w, m m O O O - DE91GN AS SELECTED.MAX.ESE 6 Z F-, Oj - 1/4"AND MIN.TREAD 9 1/2" I x ( 2'-10" 2'-8" 2'-8" IV-10" 3'-8' 3' A' B' 2' 4" 23'-2" i / / \ 1••-1 Qj O o ro m 19'-B" 7'-4" 3 B — —m~- I PFOR�LOCATION FRAMING PLANS —� m / IL �I Ag Q•D, 1�••1 ra-1 Lti� M c7 — D I / T TYP D m v W g AND SPECIFICATIONS OF u. �~ Wz s4 3D'-8" CUPOLA CONSTRUCTION < ' CM Zz p I- - - I o �2 � � I MASONRY @SSQS Zo cm PP II / I ®I W/ c ! I ml I ROOF PRAI@iG I Ia Vz D14 Rj o W~0.� E STAIR NOTE: EL 26.5! cuP01M STONE VENBE - T SABOVE RA MIN.36'HIGH *TUB NOTE* MANTLE AS . m I EW O G y MAX BALUSTER SPACE \ GI SELECTED BY L — J 1►�"T.r4l U ti $ 4".DEC.RAIL/BALUSTER 'HYDRO-SYSTEMS' D '•m y A" OWNER_ D W �.7 •'"'" d DESIGN AS SELECTED. ASEBY MODBL/7248 g m T CUM. 10_6"A.P.P. �I N —g '/`}�(� O F OI 01 MAX.ESE 6 I/4"AND -TUB PROVmBD BY _ _ _� ('+I�) "7I.�".I -' MIN.TREAD 9 I/2" OWNER:CONTRACTOR TO MASTER B.R. VVVY�� W SET A[INSTALL TUB PER .. P. 1 SPECIFICATIONS TYP- MANUFACTURERS _ I so4 2 �u -SEE SHEET A-12 FOR 3 I SIAPE 4 I 0 v EXTERIOR DECK FRAMING 3 PLANE O °a 1 *NOTE* LOFT/OFFICE FLOOR PLAN CD 'Job]11fl ALcotrl " SEE SHEET A-11 1/4"= 1'-0" sEE BALc NY xoTE *BALCONY NOTE* FOR LOFT/OFFICE S euNs�INP A-11 0NDET�#20 SHET FRAMINGA1 FL. FRAMING PLAN ^� FOR EXACT SPECIFICATIONS OF CANTILEVERED 8.28.OB ART SECOND FLOOR PLAN 5-2" 3'-0" 3'-10" 3'-10" 3, 0- 5'-2" DATE: DRAWN: 9 BALCONY CONSTRUCTION SCALE: CHKD: 24'-0" NOTED JMIII 1IIE NAME:I RKY: V� A—6 REVISION # G s g M R' MM z z 0 o 13 zz zs zz zs E-N E-I g A-te •-le A-te Aae � � i ------------\ PROVEN ICE&U W W s / / r ) OVER ENTIRE ROOF;11.L L SHELD AP ALL ) C I I SEEMS BY e• I ROVE&ICE A,WATER SHBID I I � �LA � m OVER ENTIRE ROOF; P ALL I I q H I I SEEMS BY 8' I I MIN.R-90 INSUL 7'YP. I I Q A 9/4'T&C PLYWOOD SHEATHING; I ( - 30 YB•(YIN')ARCHITECTURAL I I 9/4'T&G PLYWOOD NINATHINC; 1�1 Lai 0i SHINGLES ON 15f FELT ON 1/2- 90 YR.(MIN.)ARCHTIH I I GEu SCREWED ON G1DED&SCREVED ON I PLYWOOD SHBA71@1G ON 2'z12' SHINGLES ON 150 FELT ON 3 2' I I 2'z12•FL JOISTS 5'-2" R.O. / 4'-5" R.O. M a 2 z12 FL JOISTS ( OTHERWI E NB'O.0 ONINi59 PLYWOOD SHEATt@m ON 2'z12' I • 16'O.C.U.N.O. p.y 20 O is"O.C.U.N.O. 20 w ♦-@ \ -- / OTIffiIIILSE NOTED OTHERWISE NOTED C.UNLESS / q LOFT/OFFICE :1 MIN.It --- --------------- m -30 --- ------------- p0, MIN.R-90 INSUL TYP. 8 _ INSUL TYP. ------ socm eIOCLmNcBETWEE \ TRANSFERBJWAADD TYP. I — � v w BEAM 'E' \ I I I 1 I )I I N6 I I I x I A-14 I - I I SUL TYP. I I I II--PSI POSE I I I I INYS•Y-TYP I (Y. �+ --------------11 N o II ` I I BEYOND TYP. eE�i'oprrDD�Tre. �� ------ -�/ w C m HER - PREMIUM WHITE CEDAR PREMIUM WHITE'CEDAR ' y SECOND FLOOR + s/4•TAG PLYWOOD SHEATHING; SECOND FLOOR o 'Z I SIDING ON 1/z' I I I smwc ox 1/z' z _ GLUED&SCBEIIED ON c �I I SHEATHING R/2�z14' I I SHEATHING ON 2'z4' or 9/4'T&G PLYWOOD SHEATHINC; 1 I ) 2'z12'PL JOISTS I ®18'O.C.W/MIN. E+ W Q c 'z R-l9 INSULATION R-19 INSULATION d .] z•:12•FL JOISTS I I I - ——— —— I o L) e . GLUED&sCREWHD ox II \ / e to"D.C.U.N.O. I x (� Z-• z s te'D.C.U.N.O. BEAM 'A' k7 a m E o 2•4•SHOE BOX SI 2'z4'SHOE a ,WI a z I 2'z12'BOX SELLw p. G W LL I II (2)2':4'PLATE I O N 1 (2)2'z4-PLATE 0 II y� II I I 0 v II PSL POST - Ve I PSL P09T I )I 1/2'GYP.BD. 1-1 'BEYOND TYP. �'Npf BEYOND TYP. I I TAPE&SPACELH,TYP. f1. G FIRST FLOOR u 9/4-T&G PLYWOOD SHEATHING; I I GLUED&SCREWED GN I I FIRST FLOOR 9/4'T&C PLYWOOD SHRATHHG;I I I 2'z12'FL JOISTS I I v CLUHD&SCRHIIeD ON II 6 15'O.C.U.N.O. 2'z12'PL 10157E SOLID BLOCKING 2'z4'SHOE I 2':4'SHOE •16'O.C.U.N.O. I I BH.116617 lOIS15 TO g PLATE UP EXISTING I1 TRANSFER LOAD TYP. 2':12'BOX SELL PON.WALLS PLATE UP BRTO CREATE BEAM 'A' I I 2'z12•BOX SOL G . PON.WALLS TO CREATE B 0•CLR IN GARAGE e'-0•CIR IN GARAGE11 . 2)2•z8•SELTAP.T.) 2)2'z8•sw(P.T.) 11 MIN.R-90 <�, ANCHOR BOLTS 0 MIN.R-90 ANCHOR BOLTS• e'-0'MAY. I 6'-0'MAY. g I I INSUL TYP. APPROZ GRADE INSUL 71T• I I 2 CAR GARAGE R APPROX.GRADE 2 CAR GARAGE 11 APPROY.GRADE - I I APPROX.GRADE AL.L CONCRETE WALLS 11 - MECH. BEYOND�L�—Ni I �SD�NC�WALES • FINISHED WITH 2'z4' 1 1 I P.T.STUDS ON THE I I TAR BELOW GRADE I P.Y.STUDS ON THIS TAR BELOW GRADE FIAT W/RIGID INSUL I I I FLAT Ex:IGID IJ.z z FUT w/Rtcm INSDI.VAPB POORR BBARRIER;INSTALLII 4 0 LALLY I VAPOR TOWARDS HEATED E _ 10"POURED CONCRETE $ TOWARDS HEATED 1�—COL BEYOND 10"POURED CONCRETE - I SPACE,TYP. (SEE FDN.PLAN FOR W SPACE,TYP. I I TYP. d' (SEE PON.PLAN FOR _ d' I EXACT LOCATION OF ALL E-�.s _ EXACT LOCATION OF ALL NEW POURED CONCRETE NEW POURED CONCRETE O Z f1.W AREAS) Q AREAS) I w Z qq u0'7 N ®STING CONCRETE SLAB TO L--_ L -_J IL_ __ EXISTING CONCRETE SLAB 7o N--L w N O g REMAIN;PATCH AND REPAIR 4.0 LAL.Y COL ON NEW 4'CONCRETE NEIf 4•CONCRETE \` _ REMAIN;PATCH AND REPAIR d y Ip ANY DAMAGED dRF.A3 THAT 48':48':IB'CONC. SLAB ON 4'POROUS CEMENT COVH - SLAB ON 4'POROUS ANl'DAMAGED ARHAS THAT CEMENT COMB /-� e MAY RESULT PROP T� FOOTINGS W/6'z6' FNLL W/WIN.R-22 FILL W/MIN.R-22 YAY RESULT PROM YH6 z EE-Fi i`4 .m. DEYOLMON PROCESS BI DEMDEMON PROCESS •, BASE PLATE&�5'S O INSUL ABOVE TYP.. 18•z12'CONT.CONC. INSUL ABOVE TYP. A� FOOTING CON.. 8"D 8'O.C.EACH WAY. FOOTING Imi.48"DEEP FOOTING YIN.48'DEEP L ON 48O O z48'z18CCONC. FOOTINGS W/6'ze .00 Z W - BASE PLATE&i5'S•STAIR N O N 8"O.C.EACH WAY. RAO3 1mN.98'HIGH MAX BALUSTER ��y � z s SPACE 4'.DEC.RAd/BALUSTRR �"I V O LO a.I. B DESIGN AS SELECTED.MAY.RISE 8 ND w O O q 1/4'A YIN �, o N 8 11��I d HBAY DESCRIPTION LOCATION REMAKES ►y z •�. (9)1.75•z14-(E.OES)G.P.LAM GIRDER PIRSI'& PLUSH FRAMED TO Top;WRAP ►'��4 �i TO. o m m A ON 4.0 LALLY COL ON 48"z48z16-CONE. SECOND FLOOR EXPOSED WOOD WITH DEC.TRIM; W FounNGS W/8•ze'BASE PLATE'S GU DHR, SEE DETAIL#27(NO CROWN IN FAMILY ROOM O CJ o 0 ®8'O.C.EACH WAY BSMT.LOCATION) BUILDING SECTION A—A B oN �BIER"(�®SNAG$1 TER GAUGE HIZADERS,R FLUSH FRAMED 79 TOP BUILDING SECTION B—B `"vv g 1/4•=1-0• ENTRANCE.IIEADER 1/4 _ 1 0 C SO D BEARING 0 E G.P.LAY HEADER ON 12'UERSEEDER-BOOB SOLED SHARING•EACH AND TYPICAL HEADER I� (2)1.7s'zD.25•(I.DES)G.P.LAM READER WINDOW BOX SEE WINDOW BOX J G D ON SOLID BEARING•EACH END TYPICAL HEILE RS,BALCONY DETAILS SHEET A-15 'g HEADERS DATE: DRAWN: 8 E ON SOLID 1BE RING a EACH END T�ICAALL GOWER�R 8SCALE: ART E28.0 CRT NOTED JMIII FILE NAME: REV: A-7 REVISION # — — — — — — — — — - 8 I I 22 24 A-le � I I � 2'z8•CEILING/COLLAR T® I MIN.R-90 rI O IB'O.C.10'-0'A.P.P. I I INS'TYP• v A w � 5 BALCONY CANTILEVER DETAIL ti 7/APEGYP. 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BASEBOARD d z •m.7 SCALE SCALE e-_ ,•-0• G C.ro u7 a a 5 1 0 T+ 2TuD WALL BRII.DSNGG PAPER z W 2"a4•STUD WALL 1/2-SHEATHING � W Z. c a w Q BUIING PAPER PREMIUM GRADE WHITS CEDAR SHINGLES E•R O N I/2•LD SHEATHING ~ V �•,..� 8 COPPER 17'VALLEY FLASHIIG d PRSIWN C1GDe WHITS CEDAR SHINGLES z [� 0 O m0 Co PREMIUM GRADE WRITE CEDAR SHINGLES 1+1 y co ICE @ WATER 9BTHID ENTIRE OVERHANG m W D C7 O O 1/2•SHEATIONG r C9 vv a - MANUFACTURER: FYPON 7I'STYLE GUTTER 2•z8•LEDGeR;LAG TO BOX SELL 0 MIN. 32-D.G. J1 PART/: FLT159 f ---I WOOD LOCSOUTS AS RRQ•D. IpCATIDN(S): S6R.ELEVATION FLTI (9H8 DETAIL 04 T lfl CIAHIS'SHEET) -- m FYPON( PANEL-FL SOFFIT) DATE: DRAWN: (coNTINuous soFFIT) - 8.28.08 ART _ SCALE: CHKD: ReCESSSD RAWINGIG - - 10 OVERHANG DETAIL NOTED 1. 00 TYP. TRIM LOCATIONS 09 T�PC�®RNER�BOAI�IDDI���,�� (96E M.E.P.DRAWINGS, FL>B NED , II SCALE 3/4•=1'-0• SCALE 1 1/2•= 1'-0• SCA FYPON CROWN-MLD452- (SEE DETAIL 01 THIS SHEET) 20" OVERALL A- 13 REVISION # 3/4 7 C MANUFACTURER FYPON _ S PART/: DOOR CASING-FLT122 M LOCATION(s): UPPER DOOR 77U11 FOR - MANUFACTURER FYPON h EXTERIOR BALCONIES PART j: FLT122 � 7 16" 1--1 ' MANIIPACTURER PYPON LACATLON(S} MASTER BBALCONY RR100M F W e X �3/4" = a I I MANUFACTURER: PYPON 8 I I PART IU IHAIR 0 Q PART/: YLD899 IpceTLON(S): CHAIR FIR THROUGHOUT C C LOCAT,ON(9): MOGUIDERIN CASING;PANE1. ENTIRE FIRST FLOOR �•4 F-� MOLDING THROUGHOUT 0 MANUPACTUR®t: PYPON FIRST FLOOR E y PART/: Ra17D ^^4 S LDCATION(S): UPPER DOOR TRIM FOR MANUFACTURER PYPON 1--1 V tr7 EXTERIOR BALCONIES W •' PART/: PLT170 � - z o aLOCAT[ON(S): BALCONY TRIM OY � A O z P1 l F OOy S y 11 BALCONY TRIM DETAIL 12 PANEL MOLDING DETAIL 13 TYP. CHAIR RAIL DETAIL 14 MASTER BALCONY TRIM DETAIL F' c sceLE B-=1•-0• .SCALE 8-=1'-0- SCALE B•= I•-0• SCALE 'a fF� i 8 OB p O qo e s-9 SHOWIER THE AS L, d a $ SELECTED BY z .rC��� + OWNER,TYP. F V! a F+1 a 07 8 . try O U PQ z z Z o qq� MANUFACTURER: FYPON e 4 ►ry 41 PART►: DTLB5z0:9 C 4•%e•STRUCTURAL a POST AS REp•D. U LOCATION(S): UNDER ALL WINDOW BOXES ---- ----— a I--I a g e" d 17 BEARING ® WALL DETAIL SCALE D.N.S. 15 TYP. DENTIL BLOCK WAINSCOTING®48•A.P.F. - SLMPSON Toe STYLE AS SELECTED BY OWNER FLANGE HANGER 9 TYP. INT. BATHROOM ELEVATION ACE MOUNT RANGER 1 SCALE 1/2•=1•-0- m 9" O.H. ON MAIN HOUSE & W N �•�m 6 4" O.H. ON CUPOLA ONLY �' Z W m 0 05 OB Zi F eF 2)2-.4•PLATE .-19 A 18 BEAM TO BEAM CONNECTION '—' 19 -.I 07 SCALE D.N.S. �--L 4 4 k CEING AS HEIL A-14 A-14N� Olz-14 S�SON COLUMNCUTTER CAP OQ'C°TEACTOR TO PROVIDE SHOP DRAWINGS F-. F •ON®.LUM. OF PAN MOLDING LAYOUT FOR d APPROVAL By OWNER LfL = � p.s z c)m r e-13 a o co coo O rn NT.VENTED SOFFIT F 2 m M �� CS cO o Ol `m,U G 16 TYP. CORNICE DETAIL 19 BEAM ON COLUMN CAP Erna 1. 1.-0. TYP. FIRST FLOOR MOLDING LAYOUT SCALE D.N9. DATE: DRAWN: 8.28.08 ART SCALE1/2'= 1'-0" SCALE: CBED: NOTED JMIII PILE NAME: REV: A-14 REVISION # o CONTRACTOR TO CREATE 2'z4'O 16'O.C.REVERSED (MIN.) e WATER-TIGHT ENVELOPE INSTATE SLEEPERB-TAPERED O 1/8'PER SHINGLES ONB15/FELT ARCHITECTURAL 1//2• CONTRACTOR AS REQUIRED,TYP. FOOT TOWAEDS DOORSURF E; CREATE PLYWOOD SHEATHING ON 2'z12• LEVEL DECHING SURFACE;NAIL TO PROTECTION BOARD;DO NOT RAFTERS O 16'O.C.UNIR9S , ¢O C PENETRATE MEMBRANE. OTHERWISE BITUTHENE PROTECTION BOARD PROVIDE 36'WIDE ICE SHRED TYPON'e'COMPOSITE RAMINGALUSTER ALONG LENGTH OF ROOF(TYP) y STEM WITH SQUARE WATERPROOF MEMBRANE 14 OR APPROVED EQUAL BBY OWNER 5/8'SHEATHING ON SLEEPERS WOOD LOCK-OUT A3 REQ'D e / \ W z•:a•a 1s•D.C."SLEEPERS'T HRED W R� � O 1/8'PER FOOT AWAY FROM DOORS; NAIL TO PLYWOOD SUBFIAOR. 18 ( A E_ TREX'COMPOSITE DECKING OR R-90 INSIH�7YP. n APPROVED EQUAL BY OWNER;COLOR AS SELECT®BY OWNER3/4'TA•G PLYWOOD SHEATHING ON W F3 2 -ls 1 A � •z12'FL JOISTS O 16'O.C.U.N.O.u.N.o. ` 2)1.75'z9.25'(1.9ES)GP.TAM k p 02 \ \ HEADER W/SOLID BEG.O EACH FLASHING AS REQUIRED.TYP. �•7'YP. O FLASHIN AS REQUIRED AROUND �] ENTIRE WINDOW BOX PRRI1ffiTER 2'z12'FRAMED PERIMETER;3731ER Z (2)2':e'DOOR BLOCKING ETYP.NTIRE O tr7 CONTRACTOR TO CREATE THIN AGAINST WALL STUDS k ROUGH 1 M 1.5'CONTINOOUS CLEAR OPENING TO CREATE WINDOW BOX OPENING TO ALOE RATER TO io Z WINDOW d9 PER SC®ULB OPENING DEPTH OF 8•AM. M DRAIN OFF BALCONY MEMDERMNE ONTO OVERHANG;NO �_ LINE OF 2•z 12'FRAMED o e EXCEPTIONS PERIMETER BEYOND �y O A COPPER DRIPEDGE A9 ERQ'D I 1 O TYP. FINISH 11DNDOlf SILL A9 SELECTED O � M A Z 2'z12•FRAMED PERIMETER;ESTER E-1 AGAINST WALL STUDS a ROUGHID 2'RIGID INSULATION OPENING TO'CREATE WINDOW BOXI. D..FLOOR JOISTS UNDER EX 0. OPENING DEPTH OF 8'MIN. O .R-90 PARTITION:-NO EXCEPTIONS- Ei c INSUL TYP. - . FYPON DENTH.BLOCK DTLB5z5z9; 8 - TYPICAL FOR AL.WINDOW BOXES WATER-TIGHT TO CREATE 18 FLASHING ENVELOPE;INSTATE z e-la PLASMIC A9 REQUIRE.TYP. SECTION PREMIUM WHITE C®AR SIDING ON N.T.S. 1/2'SHEATHING ON 2•z4'O 16' - z O.C.W/MIN.R-13 INSULATION p s BALCONY NOTE: � � Z a .. 2'z4'SOLE PLATE.TYP. O O p $ CONTRACTOR TO CREATE TOSL WATERTIG H PtETTORE AT EXTERIOR BALCONY AREA:CONTRACTOR RRMU 7V SLOPE FROM ROUSE TO EDGE•1/A PER FOOT. O z v°( - BALCONY AREAS OF AT LEAST 1.PROVIDE NO EXCEPTION AROOFING NY DISCREPANCIES 2T AM UPPER 'z12'FLOOR JONO O 16'O.C. d W wp Ga w F SHOULD HE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. O U.l z a z Z z W wo w COrn cn PREMIUM GRADE WHITE CEDAR SIDING O r, C.) V V � B17UTBENE PROTECTION BORED BITTPPHENE WATERPROOF MEMBRANE. TURN UP AGAINST VERTICAL SURFACES tJ MIN.18'AROUND ENTIRE BALCONY ® m PERIMETER-NO EXCEPTIONS. C o m 5/8'SHEATHING (2) LAM. 11.25'GP. �,�• SISTER RAFTERMIN EXTENSIONS ai LAM.»8 RAFTER 2•z4.O IB'O.C.'STRIPERS' Gj ra TAPERED O 1/8'PER FOOT a MIN.le AGAINST MAIL RAFTERS 0 AWAY FROM DOORS;NAIL TO 2)1.75'z 9.25 G.P.TAM.BOX OUT FOR PLYWOOD SUBFLOWL CUPOLA.SEE DETAIL 22 SHEET A-16 PROVIDE 3V WIDE ICE SHRLD ALONG LENGTH OF ROOF(TYP) 9 2'z12'ROOF RAPPERS O 16'O.C. g 2'x12'COMMON RAFTERS ~ 30 YR(MITI.)ARCHITECTURAL `\ - ]� SHINGLES ON 15/FELT ON 1/2' PLYWOOD SHEATHING ON 2'z12' __-__ _-_ RAFTERS O 16'O.C.UNLESS ---_-- - -_- 2)1.75%9.25 G.P.TAM HEADER ON 2'z12'FLOOR JOISTS O 16'O.C. OTHERWISE N =__-__ __-= SOLID BEG.O EACH END TYP. COMPOSITE DECKING OR (2)1.75'z9.26•(1.9ES)GP.LAM :> APPROVED EQUAL I3Y OWNER:COLOR A9 O.�X It SELECTED BY OWNER HEADER W/SOLID ERG.O EACH END.TYP. (Yi Z'C1 O O N cwlI DOUBLE FLOOR JOISTS UNDER EXTERIOR `F4 ~O 9 P.T.GREAT SECURE __:__ PARTITION:-NO EXCEPTIONS- G BLOCKING AS REQUIREDr-�� W q c7 o AGAINST EXTERIOR WAR.TO -_= -• F x W ' HOLD DECENT IN PLACE PRBMIUY WERE CEDAR SIDING ROUGH OPENING AS PER WINDOW RR"R-R a 04 O ON 1/2'SHEATHING ON 2'z4• SCB¢DOLE :::• ::' ..•..:: O 18'O.C.W/MIN.R-19 O W W W BITUTHRNB PROTECTION BOARD INSUTA170N I w z `••' BRUTHENE WATERPROOF MEMBRANE: 2'z12'FRAMED PERIINTER;SISTER ,Oy v TORN UP AGAINST VERTICAL SURFACES AGAINsr WALL ENDS h ROUGH W Ey b -_= MIN:18'AROUND ENTIRE BALCONY OPENING TO CREATE WINDOW BOX PERHIN'1'%R-NO EXCEPTIONS. OPENING DEPTH OP s'MIN. ���r1 0�.. W 4 5/8'SHEATHING ON SLEEPERS �-+ F '1O LO O of TO CREATE FLASHING AS REQUIRED AROUND tiR"'R,y U„N,• g - HATER-71CH'ENVELOPE:INSTALL ENTIRE WINDOW BOX PBRIINTER W d FIASMiG AS REQUIRED.TYP. TYP. 2'z4'O 16'O.C.'SIS6PERS'TAPERED V O •Z•R.OT I.Oj 'e O 1/8'PER FOOT AWAY FROM DOORS: ►� Gi p O aO co 2'z4••16'O.C.REVERSED NAM.TO PLYWOOD SUHPI-0OR. O Qi 5!A[[[���m� cO PER PEOT .SLEEPER 70 ARD TAPERED OOHS TO3/4'T&G PLYWOOD SHEATHING ON O.... CREATE LEVEL DECKING 2'z12'FL.JOISTS O 16'O.C.U.N.O. -• N.O......� SURFACE;NAIL TO PROTECTION g BOARD'.R DO NOT PENETRATE •pypON'6'COMPOSITE RAILING 7 ��8 SQUARE BALUSTER AXONOMETRIC S' To BE INSTALLED A9 REQUIRED , � o G I B.28.06 DRAWN: ART :T �KNV INSTALL 20 OUTDOOR BALCONY DETAILS 21 TYP. WINDOW BOX DETAILS 3 ° FISHING AS REQUIRED.m. NO JMIII SCALE N.T.S. SCAIB N.T.S. PILE NAME: I ENV: it A- 15 REVISION # MIN.R-30 INSUL TYP. MIN.R-30 INSUL 30 YR.(MIN.)ARCHITECTURAL 2"z8'CEILING/COLLAR TIES $ SHINGLES ON 15/FELT ON 1/2" PLYWOOD SHEATHING ON 2"z 10• B 10'O.C. 10'-0•A.P.P. C RAFTERS 0 15"O.C.UNLESS 5 OTHERWISE NOTED i 4" O.H. ON CUPOLA ONLY o. c E_ 1:14 n I ^b1 W a g30 YR(MIN.)ARCHITECTURAL d z a SHINGLES ON 15/FELT ON 1/2' 1••1 .�. �l/2"GYP.BD ` � PLYWOOD SHEATHING ON 2'.2* co TAPE&SPACKLE RAFTERS 0 10"O.C.UNLESS 5 d Q E. ` o o FLASHING.AS REQUIRED.TYP. OTHERWISE H NOTED COMMON RAFTER z� .7 R.O. 5'-2" R7 .. C5 O �mz u w PROVIDE ICE&WATER SHILIL.D t 2"zE'0 I5"O.C. D N„) w - OVER ENTIRE ROOF:LAP ALL ` CEnJN ' U Z T l ... W z�l a V (2)1.75•s0.25'G .LAM. SEEMS BY 6" o a V 2 q d' RDR.CONTINUOUS AROUND y z ENTIRE PERIMETER OF MIN.R-30 INSUL TYP. o C P.LAM.HDR 2 I.78•z0.25" $ a U VO�1 ° o.a FLASHING AS REQUIRED.TYP —: CUPOLA CAORONTINUOPEDOMETERU� p pI ww z _I z A- PEDOMETEROP W CUPOLA E-N '� B- ti .• z>.:o AS REQ'D. s-4 " 01 z P4 - HIP]ACE N O'7 LOIA FRAMED1/2•GYP.BD 5'-9"3 OVERALL 8 z U e OPENING BEYOND TAPE&SPACKLE w ' o (2)1.75•z0.25•C.P.LAM RDR ON ¢ A O O .a., SOLID BRG.•EACH END TYP. SEE FRNG PLANS, RIGHT, FOR E EXACT SPAMIECIFICATIONS OF EACH CUPOLA RR 6M z w U 1/2".GYP.BD. CONTRACTOR TO CREATE C TAPE&SPACKLE WATER-TIGHT ENVELOPE:INSTALL Yc a W FLASHING AS REQUIRED.TYP. • Z m no W ANDERSON HINGED DOOR:SEE O Q a W E' PLAN FOR EXACT LOCATION; W ^� I" INSTALL AS PER MANUFACTURERS z El n. w E' SPECIFICATIONS TYP. M99W�7 c H w m1. LOFT/OFFICE MAIN HIP ROOF CUPOLA z F+1 z•�7 Z Q of 23 FRAMING PLAN a W w o TO w ►�y�►�y N WATER-TIGHT ENVELOPE:INSTALL 1.Ay N g o� FLASHING AS REQUIRED, CONTRACTOR CREATE TYP. a t, oZ 'sue' M I z 8 5'-7" 0 RALL 3 22 TYP. CUPOLA DETAIL _SCAI8 3/4'-V-O' _______________ p� E. E. 9 oz a � z q (2)1.75'sB.25" 2•z10"COMMON RAFTERSP"i W L7 Ci y N G.P.LAM.HDR a CONTINUOUS z w AROUND ENTIRE L1 PERIMETER OF Cb Cb CUPOLA a _ 6S . P 2"zE•CEILING 1 6 15 O.C. N 1� O a 10 W CD' 5'-0" R.O. s a u Z � � w o..o R Ou N •�E S — --------------------- x z~� a Z U o co RF cc cc ,N o ' 2•z10"COMMON RAFTERS m m �J V' o 0 a 3 1 G DATE: DRAWN: MASTER BEDROOM 8.28.06 ART 24 CUPOLA FRAMING PLAN NOGTED aM _ - - SCALE FILE NAME: REV: A-16 v REVISION # FI L VOm T/ NON-00YB09IABU WOOD LINE IF ❑ a co FF AB axQFQ. I BEAM & HEADER FASTENING SCHEDULE d ;:::; d 5 maximum Uniform Load Applied to NOTB.£ W E"I A Either or Both Outside Pieces Dame+�v r ro rm(rIn d®r r pa)r.a.�y m.•s+a++u (Rom&pv tlnol root) a B.s r r m r rn.r.•ran r�a m rs.,.W.ea Q W B b u—w W mmlm w y�IbL p 9• tea NAO9 1 BOL18 sTlmes ale S i mm�`a�arm a.� IO r m ms uv ga W ~ r A o To W D c♦e' • e c O P P `J gg r m.m Blm�rro®r.a.�v.m.rr oAm eSy Y MIN. 4'SPIAY• tamer a w •Dom a mm bn e w o m a a o.rys mvr.W.aer n�a em M.d N /\ ..K Z 5'MAX.4 wu u •s4 rTm Ku Km abW Wa ea>DWb� rm. �dm lar o•Olua �,�.r/11 ILA T.C. - 8 aeo 6'/0 eeo >eo em TN l vmr rr.1�hJ 1 q. i m_ru r� ~ 2' PIUK YAMffi.A9 Sm.EC18D PJAH a Bmn a DS m�.r�a savr>f em ereor K ems mn.ar VQ< o sr Da'vBI.A ew em soo see user...r>7W e,amp�_. r r..w rr r rm �Wy C) o. 4 1 9/4•Ydtipie Plies 1 9/4'♦9 1/Y 9 1/Y N o u 4• PARCE W/I=CLAY PLT !PI.T ♦PLT ♦!TS 8 I1T 8 AT - 8 PLi to SOm w of F+-1 SM0 MORTAR ALL SIDES T.C.PLUS (r•oe.By!9 oe.rml 1<wmol la 1ti�rr) W amslb.) (><oeraay la o>m.Dlay M"'1 E-y id TjtL PINKDAMPEN WOOD NB I MD, } ® L NT ® O t'-a' OR 1'-1•WHEN FD�ucE •(N•m)•P(anss.) B IP.u.7 c(Barr)a a(ens..) E-+ OPENING LS LESS THAN to)A IY aG D®mom IIYY aG fIU YUIe H 0.aG R1C® a'MIN. SR SQ.PT.OF AREA H1 AM B•1fIN. < FINISHED FLOOR AS SE 8 Pm�lAC6 �.' z OPBNIN6 ' 4 R1U?17O CONC.SLAB OR RRICK ARCH.SUPPORTED FROM CHIMNEY PIOOR CONC.SLAB z CLEAN OUR/ASH DUMP .SBLnOB •PAT.P1 "IS - a. Z 8 MASONRY FIREPLACE DETAIL ,LKUnHy - O O 8 _ o z E w z 25 TYP. FIREPLACE DETAILS o 0, F $ SCAIS z z Z 0 ^ d o � a ~ a a o yaU� 6 !1 X z 8 0 8 9 (9)1.75'z14' MEP DRAW G.P.IAM.GIRDER IIGET HOUSING:SHE RADING CAP ADRAWINGSSELECTEDBY OWNER 8 BLOCKING AS REQ•D. 2':R•P.T.FRAMED WAIL LIGHT HOUSING; PREMIUM GRADE� MEP DRAWINGS SEE PYPON PUT STOC% `m WHITE CEDAR SIDING CASED OPENING BLOCKING AS REQ'D. E. oz ww / \ PYPON PLAT STOCK g �� CAM OPENING 2•s<B•P.T.FRAMED WAIL / IIGHTBULB APPE A:SPACKLE O5 9 HOUSING t3 PROM: A-IB W r7 m 1 1 / �.torwDoleeeler.mm PREMIUM WHITE CEDAR 2'z4•BIOCKIN ,e .7 r- WO o PREMIUM GRADE i WP�On'mr B• SIDING ON 1/2'SHEATHING OR 1--1 F�-NI O WHITE CEDAR SIDING •WEII•LIGHT ILV-251 ON YPB•O IB'O.C.W/ A-IS I~i eo cJ MIN.R-19 INSULATION O{�{7sT 0 C. DECK JOISTS o 32 O N R':B•PYPON CASED OPENING A-14 S 3 2'>18'P.T.FRAMED WA)I. x z 8 U wCo SECTION PLAN AXONOMETRIC x yo00 00 O Do m rs�� 4 m in 26 "PORT—HOLE" LIGHTING DETAILS 27 TYP. GIRDER CASING DETAIL DATE: DRAWN: SCALE 9/4 =1'-0• 8.28.0E ART SCAM: calm: NOTED JMIII I=NAME: REV: A- 1'7 5 v r f}f} s La .. ^ t R ,V. , i •� } AMM a. '+• � 1� .o 1,. � i�.'`J f r �O ,''�. .v�• ty \` '` t,�••.i ': j A � ✓i 1G'-J A�,�`,\ � �r/�.. -, -'_'---^" Tta �� {+-�P >✓7d'c"(i` .t- K-<•-t- ``-'s;- - r'� ' '•� (Z•�•E�. 1�.A� �CJ �~ _.•rF ��" + ''�," :... :� : ''�- � _ � :.` _. - , _,-.�• ,. 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