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HomeMy WebLinkAbout0314 WAQUOIT ROAD EAST - Health r 314 WaquoitaRoacl Cotuit �A. . 00603r7002r � y; TOWN OF BARNSTABLE LOCATION � �� ��L�.c,�..L�t' �l SEWAGE# il®/6 — 3 2 e VILLAGE ASSESSOR'S MAP&PARCE00" /D3 7 d�Z INSTALLER'S NAME&PHONE NO. Pmc, SEPTIC TANK CAPACITY LEACHING FACILITY:(type) C3 C.", (size) 3 2 NO.OF BEDROOMS OWNER /1,4 R K V PERMIT DATE: COMPLIANCE DATE: 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 2.2• 3 �- 3- 3q. 5 6-�-- 35. 3 N - — Lio C No. 5C Fee _45 d9 / THE COMMONWEALTH'OF MASSACHUSETTS Entered in computer: Yesbc PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ft0ration for Misposal 6pstem Co=stem Permit Application for a Permit to Construct� Repair( ) Upgrade( ) Abandon( ) ❑Individual Components Location Address or Lot No. 8 WASLU o f m,T Owner's Name,Address,and fT��el.No. p ,/ ��/ Assessor's Map/Parcel 0� .-0 37 06 a OAAK 1 XJ40i rP 66HOt R0.E hq O H4 Installer's Name,Address,and Tel.No. pa.[2ZrLQ Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size ��,60 6 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures � Design Flow(min.required) //-4/0 gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank J C5 Type of S.A.S. DescriptipA,of Soil 454Qa mK-c— s F y 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 E taIC ode and not to place the system in operation until a Certificate of Compliance has been issued by this Board o eal 1 d Date Application Approved by Date 1 l Application Disapproved by Date for the following reasons Permit No. l9 Date Issued 5 ' No: l # Fee THE ICOMMONW9ALT OF MASSACHUSETTS Entered in computer: �r,< r i Yes PUBLIC HEALTH°DIVISION - TOWNO BARNSTABLE, MASSACHUSETTS application for MisposaY pstent (Construction Vermit Application for a Permit to Construct Repair(,) U ade Abandon Zom lete S stem Individual Com onents PP ( P (') PST ( ) ( ) P Y ❑ p Location Address or Lot No.3111 M U OT (°�k 1 T, ,0�,}w/n�er'sGName,Address,and Tel.No. y A " ' Assessor'sMap/Parcel oOG — U3'7 04 a /'/fi9K ; S �P VWGX�0_ P.V,�X 6q ao Installer's Name,Address,and Tel.No. � �6—T t_e Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms N i Lot Size �t�,d b sq.ft. Garbage Grinder( ) Other Type of Building p� No.of Persons Showers( ) Cafeteria( ) Other Fixtures ) l'C /` Design Flow(min.required) 4/4/Q gpd Design flow provided 4 J 'y� . gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank © `` Type of S.A.S. Description of �IN�C"C 1�t4 Q Ilf r� Nature of Repairs or Alterations(Answer when applicable) b Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in i accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Sign Date Application Approved by Date Application Disapproved by Date ; for the following reasons Permit No. �" Date Issued S ------------------------------------- ------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERRTJIFY,that the On-site Sewa a Disposal system Constructed Repaired( ) Upgraded( ) Abandoned( )by at - 3'9 w (� (� ('(' IZ D 0070-1 T" ��, has been-constructed in accordance �n l J with the provisions of Title S,an the for Disposal System Construction Permit No.c�/ .3�dated Installer Designer v � � #bedrooms Li Approved design flow / gpd The issuance of this pe it hall not be construed as a guarantee that the system will cat / designed: Date Inspector . Q� ` ----------------------------------------------------------------- ---------------------------------------------------------)---------- No. ---- 1��1� .� J Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal *pstrm Construction Permit Permission is hereby granted to Construct( Repair( ) Upgrade( ) Abandon( ) System located at 31(/ WA Q iA 6(T C`sb (T MA and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must b comple'ed within three years of the date of thisEby 'Date '' Approved Town of Barnstable •moo Regulatory Services Richard V. ScaU,Interim Director 9 � Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,VIA 02601. Office: 508-8624644 Fax: 508-790-6304 Installer&Designer Certification Form 11 �t Date: Sewage Permit#Z o 16 -32SS Assessor's MaoTarcel O a(6_G 37- O0 Z Designer: v.r�`,v;�� .�;� 1,: ,�_, Instauer. Sf`a�e XCgvw��d`, Address.:, i Z vv, Ci�c s-c°�e 1 cd T��1 Address-. rr j was issued a permit to tnstall;a, (date} ..(installer), :Septic system at 31`0 1Ua -,u o ' based,on a design drawn by address) dated': (designer). i I certify that the septic system referenced above. was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic systeiln referenced.above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of an.y coinponerit of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow: Strip out (ifrequired)was inspected and the soils were'found satisfactory. I cert" t the system referenced above was constructed•in co liaiace with the terms e TiA proval letters (if applicable) �P��� OF �igssq cy PETER T. G 11er's re Y~ McENTEE CIVIL ti -No. 35109 ` L C 'Dfr�SSE��° (Designer's Signature) (Affix Desi Here) PLEASE RETURN TO.BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF..COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. WSepticDesignu Certification Form Rev 8-14-13.doc Engineering 1pY �. Inc, Civil Engineers-Surveyors-Soil Evaluators 12 West Crossfield Road.Forestdate,MA 02644 (tea 4-"-3313 Soil Evaluation Results Performed for: Mark Volmer Date of Soil Evaluakm 5/27/16 P.O. Box 64 Excavator: Engi 4eenrg Works, Inc. Cotuit, MA 02635-0064 Soil Evaluator. Peter McEntee SE#1542 Health Agent: David Stanton RS, SE Job location: 314 Waquoit Road, Cotuit, MA (Parcel ID: 006-037-002) Dear Mr. Volmer, Following are the results from the Soil Evaluation performed on May 27 2#116, reference P#15,055, at the subject site: Test Pit 1 Depth Soil Horizon Soil Texture Soil Color 0-6" A Loamy Sand 1 QYR 4/2 6"-34" B Lomay Sand 10YR 5/8 34"-138" C Medium-coarse sand 2.5Y 614 `Test Pit 2 Depth Soil Horizon Soil Texture Soil Color 0-6" A Loamy Sand 10YR 4/2 .6"-3T' B Loamy Sand 10YR 5/8 3Y-138" C Medium-coarse sand 2.5Y 614 Percolation Depth =36"/54", Percolation Rate. <2 minutes./inch Test Pit 3 Depth Soil Horizon Soil Texture Soil Color 0-6" A Loamy Sand 10YR 4/2 6"-36" B Loamy Sand 10YR 5/6 36"-138" C Medium-coarse sand 2.5Y 6/4 Percolation Depth =36"/54", Percolation Rate: <2 minutes Test Pit 4 Depth Soil Horizon Soil Texture Soil Color 0-6" A Loamy Sand 10YR 4/2 6"-34" B Loamy Sand - 10YR 5/8 34"-138" C Medium-coarse sand -2-5Y 614 These soil results demonstrate suitability for an on site subsurface sewage disposal system to be installed on the subject site. Weer ly, Peter T McEntee PE.SE Town of Barnstable $ DepartinentorRegnlatory5tnvtces a Kum s Public Health Div➢Siton Date �j 13 ZO � f0J9' � 20f1IdaiaSheeLHyam}sMA0Tb02 - -'—'�s• {• Date sehetwed Time M F. Soil SurtabiWy Assessment far Sew e D,ispos A V'_ I'LOC `ATTON&G�ERAL�QItMATION 31q , .ataUas Athitsas 1 f owawa I—Lt• •. � 't �i.16�VCt� - Crt ►�' AAA 04 nadwn afi {u-.�,w,;S d ;5ekx' Assassora Mat?-.L--06/G—0j-7—6G Eng n.mes Name NEyfCGrlStRttC(7o t V gipA� Tot:tiaae — �—S3tzG,MG�ii�2Q, 2-�' so soo -�✓a.vz egncw.l,Cr- n>a�rmn= npeavracerfl«ty �/►� rt Pm;dhlc�YetAsea 't1 �- •nthJdaBviaterwdi �/A- ,� : nraihageti4Sy R �°PettY� �Q �2Q rt nttrrr t` SK ETC73t(Street aeme,dimeaMong of lot,enact fout-IOU of test holm&Peon tests.locate wetlands In pmiimtty to hold) t. IN«�vo► !- 'R� Parent nmterial(.geologic) V, Depth[0 8ecttoek AL"� Ceoth to Gtouodxater Standing VJaterin HoY.: AjO Weeping from Pit I:p c Q Ce F.stimted Sea,ortal Melt Groucdwate, DETERMINATION FOR SEASONAL HIGH WATER TABLE Halos used: Depth Observed standing in ohs,thole: ia. Depthh to sail taoUGts: —;t DcPthtQasxptugtrownsidaoCOLs.laalo: E-- t7rwaJWatr.Atl)asttarnt.�,•,,.,�,�,. ,�f� LsJetc ReU S Rezttng Dar_. 6dea Wet[lesei AJJ.fhCSar Atli.l3rouadwatee l:esel,,._,. . PERCOLATION TEST D. Tb. --7 xore a • tuxereaGua '[e-2 T3/ 'rime et V, Depth of Poe End Prl-s=k Rate el;n-gnch Site Suitability Amnstnew: Site Passed _ Sit:I aHr Ac!di;icnel Testing Needed jyW Orienel: Pubic Health D;v;s;oo Obs;rY1160%Hole Data To Be.Completed on Back - -- -- If percolation test is to be conducted tsiddn 100'of wetland,you must first notify the Barnstable Conservation Division at least-one(1)'reek prior to beginning, Q�cFrnc�Peitcw>zisx:c � DEEP.OBSERVATION HOLE LOG bole f�P V4p Bum Soil Horizon Sail Texture .SCU Calm- soil Other Stufa=CID,) (USDA) (mudaell) Mouling '(Structure,Stott Boulders. At C �/ �/ Ca:rsistrnev46Chvctl -1351 M-e Svc z,5--y I DEEP OBSERVATION HOLE LOG Hole#�='z Depth Bat S ri3 ito:izun Soil Temurc Sail Color Soil Other Surface =) (USDA) Nuasell) Mottling (Structure,simm,Borrxcm % cei 1--33 3 � 5 i DEEP OBSERVATION HOLE LOG Hole# Tj!-3 Jeptlt fra:i SoU Rorrnn Sm!Temure Curl Color Soil Omer S;urace(iu-) (USDA) .V-U-11) Willie-. (Sftdure,Stones,Bouldem -3� U ( - A-C S cl_, d 2 S l DEEP OBSERVATION HOLE LOG Hole# Apth f m 1wl liarizoe SoilTextum Soil Cater So:t Other sue.a-tin-) (USDA) (,Slunseli) Wilin g (Structure,Staaes;Bouide:o. 1 c l �`�1-C S4 Zt -Y 4/ Flood Insurance Pate h4ap: Above 500 year flood�twndrty Iqo_ Yes wiidvo 500 vear boundary Na f/y, Y wit!.:r 100 year flood boundary No f\ Yes Depth of"Naturally Occnrrina Pervious Material Does at least four feet of naturally occurring pervious material exist ir.ail.eurens observed throughout the area proposed for the soil absorption system? _ 1 CJ _ I:not,what is the depth of haturally occurring pervious material? CetKifiratloll �l t I certify that on (date;I have passed the soil.evaluator examination approved by the Department of Environmenml Protection and that the above anaiysis was performed by me consistent with the required train expertise and experience described in 310 CMR 15.017. I� Signature Date�� 7 I Q:lSaf'TIC6'ARCi�IRM.DO(: Town of Barns* P# 1,5 a 6 Department of Regulatory Services nntwarAet,a Public Health Division Date 1,3 Z-o MASS. 200 Main Street,Hyannis MA 02601 Date Scheduled-` 7 6 Time' O A-M Fee Pd._ (�, Al Soil SuitabilityAssessment or � f Sew e Dzsposa .m Performed By: t� -1 S� R ltnessed By: LOCATION&.GENERAL Wi ORMATION Location Address Owner's Name L;Cd /Ll rn G aLc 3 S Address ,-� Ma Assessor's Map/Parcel: ` �q� �, _t 3-7 ^06 'Z Engineer's Neme lie Mc /) C NEW CONSTRUCTION =y)ll REPAIR Telephone L f Land Usc � ( Slopes 96 Z� SurfaceSt pfa v�2 �9�ta� Ctin� ) ones Distanccafrom: Open Water Body ' ft Possible Wet Area !/�ft Drinking Water Well �1� ft Dmihaga Way (A— ft Properii Llne __40.__�ft Other ft SI{ETCH:(Street name,dimensions of lot,exact locations of test holes&pare tests,locate wetlands in proximity to holes) DEEP.OBSERVATION HOLE LOG Hole# 'If l Depth from Sall Horizon Soil Texture Shcl Color Soil• Other Surface(In.) (USDA) (Munsell) Mottling (Stnucture,Stoneg;Boulders. tsiatency.%Gravall v�yI A�/y Sy %A! C,, 5���- � toys/3 toy ���(�� �� 13z C.z 117) DEEP OBSERVATION HOLE LOG Hole#T�' 2— Depth from Soil Horizon Soil Texture Soil Color Sall Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Svr�tab(e Sa , �1 r DEEP OBSERVATION HOLE Ln(T of� Town of Barnstable P# Department of Regulatory Services SrABIX. ` Public Health Division Date 200 Main Street,Hyannis MA 02601 s: Fa Date Scheduled .� Time Fee Pd. - Soil Suitability Assessment for Sewage Disposal Performed By: Witnessed By: LOCATION & GENERAL INFORMATION Location Address Owner's Name. Address Assessor's Map/Parcel: r Engineer's Name NEW CONSTRUCTION REPAIR Telephone# Land Use ;Slopes(%) + Surface Stones Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line ft- Other ft SKETCH:(Street name,dimensions of lot,exact locations•of-tesEholes&•perc•tests,-locate wetlands in proximity to holes) 4 3 Z �. CA F ? Parent material(geologic) ©��V�Q� Depth to Bedrock. Depth to Groundwater. Standing Water in Hole: ��^ Weeping from Pit Foce Estimated Seasonal High Groundwater DETERAMNATION FOR.SEASONAL HIGH WATER FABLE Method Used: Depth Observed standing in obs.bole: _ _- in, Depth to sail mottler Depth to weeping from side of obs.hole: in, Groundwater Adjustment ft. Index Well# Reading Date:. Index Well level , Adj,Factor _ Adj.Oroundwater level PERCOLATION TEST S`.1' Date , Thne Observation Hole# �v?- � Time at h" Depth of Perc 3& SN 3 St/ A `U�) Time at 6" y Start Pre-soak Time @ — (; `yime(9"-6") End Pre-soak Rate Min./Inch, Site Suitability Assessment: Site Passed `!4 Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ' ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one (1) week prior to beginning. Q:%SEPT[CIPERCFORM.DOC V�XAJ/n► V U DEEP.OBSERVATION HOLE LOG Hole# : Depth from Soil Horizon Soil Texture. Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling '(Structure,Stones;Boulders. Consistency,% ravel a - � �- 5 toy,2ylti (A-C DEEP OBSERVATION HOLE LOG Hole# Te_Z Depth from Soil Horizon Soil Texture Soil Color Soil. Other Surface(in.) (USDA) (Munsell) Mottling (structure,Stones,Boulders. Consistency,% ra el -33 L5 - DEEP OBSERVATION HOLE LOG Hole# T&'3 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,YgGravel � s c� rLylL - c M-C S Gvd 2 5 DEEP OBSERVATION HOLE LOG Hole#��l Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. o si en 12-41 C. 5 3 .-►3 9 G tA-C S c..d .-`P Flood Insurance Rate Maas Above 500 year flood boundary No— Yes Within 500year boundary No�c Yes Within 100 year flood boundary No° , Yes Deoth of Nattirally occurrim Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? ��._.. Certification I certify that on 9�` (date) I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed.by me consistent with . the required train' ,expertise and experience described in 310 CMR 15.017. Signature Date 2 t Q.\SgFnc,PBRCPORM.DOC --- 100 EXISTING CONTOUR Shoestring N , x 100,46 EXISTING SPOT GRADE Benchmark Set 1 o MAGNE77C NAIL SET 1 36 PROPOSED CONTOUR MAG•SET Bay C �b EL.=100.00 (Assumed) 84.2 PROPOSED SPOT GRADE _ 102.25 i� - �1 po onessett Rd ones W PROPOSED WATER SERVICE "��2 103.55 ,� 909 TEST PIT 1 ' '-�02-U pAD 102.49 (, �,' %/ ttza e FZa BENCHMARK 100, U� !� x 103,57 HY�Nis MAG SET TI'TA v �� of 101,67 Pavement -1174-� if �\ \�2 �\a LEGEND 100,54 Edge �x 102.69 { A ' �° e �a 99.18 x 101.88 \ p �a 00\ :98.40 � Y 4.3 0 x x 99,37 1 0,61 : , N 82'2 1717 p„ E� . TP-4 CB DH \ �Ssetr Ra <. 200.00'TP-r333.5'- 16,I o w _s__----- ., N �t LOCUS MAP � .O O, '�� oo i 1, � � 1.4 � ° ` s.A. �-{ �, I �� NOT TO SCALE IRESERVE TP Zip` ROP x 0 •45___ - 103.19 \� 100, 's`' PROP 1 .7 �6e �- ^N'. SEPTIC 02 x 9 88 TANK GENERAL NOTES: 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL ..• •- . • .. BOARD OF HEALTH AND THE DESIGN ENGINEER. N GARAGE PROPOSED �� x 102,49 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS • ;^.;PROPOSED';: ,,6, T.O.S.=102.6 HOUSE \ to 102.8 T.O.F.=103.5 1 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES AND REGULATIONS. :-:::•:DRIVEWA x 101,48 1 ;`.'. • 58.4' 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 75' ' "100,77 SPIKE SET I y N �� OF MqS TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 100.95 1 1 o P� s9�y DESIGN ENGINEER. 102.7 102.7 oo NA TERRY 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 12'x14' t o o ANN FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 100.54 x DECK / o o WARNER ENGINEER BEFORE CONSTRUCTION CONTINUES. i 7 m No. 38721 5. ALL ELEVATIONS BASED ON AN ASSUMED. Z l �FJ' �F/S1 % 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF o N G 1 i ��O,y THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF (w oo E pppr ` 101.76 x 102.6 / HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. I� o/ f O nOt/� ` 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. p - 100,74 x/ h0/ &fq`g, 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. he /to9e b` to ,i4 x 103 28 ET 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS r cV OUn AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE m x 100.46 DIRECTED BY THE APPROVING AUTHORITIES. 10. T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 100.48 t ' o PETER T. THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING Lot 106 ' z McENTEE CONSTRUCTION. 40,000t SF. t F x 102• CIVIL 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS 0;9f Ac. No. 35109 IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND /Mop 6 x 102.15 G/STEREO �� REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). \ OFFS A 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE 100.42 INSPECTED BY A LICENSED SOIL EVALUATOR PRIOR TO BACKFILL. Parcel 37-2 13. ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC 0/100.51/ 100.57 SYSTEM COMPONENTS NOT SHOWN ON THE PLAN. SPK SET/ UUU ,103.54 FLOOD PLAIN DATA , CB DH FND �_ PROPOSED SEPTIC SYSTEM SITE PLAN MAP NO. 25001CO752J °= REVISED: JULY 16, 2014 , �• 314 WAQUOIT ROAD, COTUIT, MA - NO HAZARD 200.D0 ZONING CLASSIFICATION: ZONE RF 0,12 �p Prepared for: Mark Vollmer, P.O. Box 64, Cotuit, MA 02635 • l0 RE AO FN GND S $227 „ INp En ineerin b Surveying by: SCALE DRAWN JOB. NO. SETBACKS: FRONT YARD=30' `i OWNER OF RECORD Engineering y' SIDE/REAR YARD=15_ PHILLIP MARK & JUDITH VOLLMER Engineering Works,Inc. WARNER SURVEYING 1"=30' P.T.M. 160-16 MAXIMUM BUILDING HEIGHT = 30' 12 West Crossfield Road 22 Long Road DATE P.O. BOX 64 Forestdole, MA 02644 Harwich, MA 02645 CHECKED SHEET NO. WIND EXPOSURE CATAGORY: Exposure B COTUIT, MA 02635 (508) 477-5313 (508) 432-8309 8/2/16 P.T.M. 1 of 2 I t i roe NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:99.0 SOIL LOG + FOR A DISTANCE OF 15' AROUND THE PROPOSED SEPTIC TANK - PROPOSED D-BOX PERIMETER, OF THE S.A.S. DATE: MAY 27, 2016 (REF#15,055) INSTALL RISERS & COVERS OVER INLET AND INSTALL WATERTIGHT RISER & PROPOSED S.A.S.. i SOIL EVALUATOR: PETER McENTEE SE#1542 OUTLET. SET TO 6" OF FINISH GRADE. COVER SET TO 6" OF GRADE. PROVIDE ONE ACCESS MANHOLE TO WITHIN 3" WITNESS: DAVID STANTON R.S. HEALTH AGENT OF FINISH GRADE FOR INSPECTION PURPOSES. ELEV. TP- 1 DEPTH ELEV. TP-2 DEPTH T.O.F.=103.5 F.G. EL.=102.7 F.G. EL.=102.3t 101.5 A 0" 101.7 A 0" F.G. EL.=102.5t F.G. EL.=102.3t i LOAMY SAND LOAMY SAND MAINTAIN 2% GRADE (MIN.) OVER S.A.S. 101.0 B 10YR 4/2 6" 101.2 B 10YR 4/2 6„ _ LOAMY SAND LOAMY SAND L = 9' L = 23'(MAX.) 10YR 5/8 10YR 5/8 ® S=1%1(MIN.) ® S=1% (MIN.) ® S=1% (MIN.) 98.7 / 34" 99.0 / 33" 4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC 6" C C LL 10"1 " a6 $ 6a PERC t4" ? s" aaaaeaa 36"/54" INV.=99.75 48" LIQUID aaaaaaa GAS LEVEL / 4' 4.8' 4' 1NV.=100.00ADFFLE J INV.=98.90 PROPOSED INV.=98.73 EFFECTIVE WIDTH = 12.8' INV.=99.50 D-BOX M-C SAND M-C SAND • ' ' • ' '�� INV.=98.50 2.5Y 6/4 2.5Y 6/4 PROPOSED SEPTIC TANK 3-500 GALLON LEACHING CHAMBERS SURROUNDED WITH STONE AS SHOWN H-10 RATED (UNITS SET OUTSIDE DRIVEWAY FOOTPRINT) TOP CONC. ELEV.=99.3t BREAKOUT ELEV.=99.00 INV. ELEV.=98.50 aaaa 90.0 138" 90.2 138" aaaaa aaaBa NOTES: BOTTOM ELEV.=96.50 seas eases PERC RATE <2 MIN/IN. ("C" HORIZON) 1) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE 4' 3 X 8.5'=25.5' !4' TO GRADE ON A MECHANICALLY COMPACTED 6" CRUSHED 5' MIN. ABOVE BOTTOM OF EFFECTIVE LENGTH = 33.5' BASE, AS SPECIFIED IN 310 CMR 15.221(2). T.P. EXCAVATION OR G.W. ELEV. TP-3 DEPTH ELEy. TP-4 DEPTH 2) INSTALL INLET & OUTLET TEES AS REQUIRED. LEACHING'SYSTEM SECTION - 102.0 A 0" 102 1 A 0" NO GROUNDWATER, EL.=90.0 3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE 3/4" TO 1-1/2" DOUBLE LOAMY SAND LOAMY SAND AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. WASHED STONE 101.5 1OYR 4/2 " 101.6 1OYR 4/2 6 6„B B 3" LAYER OF 1/8" TO 1/2" LOAMY SAND LOAMY SAND SEPTIC SYSTEM PROFILE DOUBLE WASHED STONE 1OYR 5/8 10YR 5/8 (OR APPROVED FILTER FABRIC) 99.0 3 6" 99.3 34" N.T.S. C PERC C 36"/54" DESIGN CRITERIA M-C SAND M-C SAND NUMBER OF BEDROOMS: 4, 3 PROPOSED + 1 FUTURE 14 2.5Y 6/4 2.5Y 6/4 SOIL TEXTURAL CLASS: CLASS I DECK DESIGN PERCOLATION RATE: <2 MIN/IN C-4 6.5' (0,74 GPD/SF LOADING RATE) DAILY FLOW: 440 GPD 20' 20� , DESIGN FLOW: 440 GPD N I 90.5 138" 90.6 L 138" GARBAGE GRINDER: NO 01 i 4' PERC RATE <2 MIN/IN. ("C" HORIZON) LEACHING AREA REQUIRED: (440 GPD) = 594.6 SF HOUSE 1 NO GROUNDWATER ENCOUNTERED 4' I GARAGE .74 GPD/SF 1 1 U PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY 11.54'1 N PROPOSED DISTRIBUTION BOX: 1 INLET, 3 OUTLETS 1i PROPOSED SEPTIC SYSTEM SITE PLAN USE 3-500 GALLON LEACHING CHAMBERS IN SERIES 16' 8`! �' 22.4s SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 314 WAQUOIT ROAD, COTUIT, MA SIDEWALL AREA: 2(12.8' + 33.5') X 2 = 185.2 S.F. PROPOSED BUILDING FOOTPRINT Prepared for: Mark Vollmer, P.O. Box 64, Cotuit, MA 02635 , BOTTOM AREA: 12.8' x 33.5' = 428.8 S.F. REFER TO BUILDING PLANS Engineering by: Surveying by: SCALE DRAWN. JOB. N0. Engineering Works,Inc. WARNER SURVEYING N.T.S. P.T.M. 160-16 TOTAL AREA:..............................................................614.0 S.F. 12 West Crossfield Road 22 Lon Road DESIGN FLOW PROVIDED: 0.74 GPD/SF(614.0 SF) Forestdole, MA 02644 Harwich MA 02645 DATE CHECKED SHEET NO. = 454.4 GPD (508) 477-5313 (508) 432-8309 8/2/16 P.T.M. 1 Of 2 I 1. j r , I i -.._�g[✓arV � ._ - .._ - ', _ ���\` � 1`.1S11J�.:C.SLCL'�i.R_ -�..._.. - jFU'� I czc3�.w- ass.t'i ., '24.K�. ._ �+•G skC41CLt5-ON.?`(h/E4 Coa EGiun_�. ,. �-�.�i•.�tR7 r.U�::�Uu��ciu-^ �` �__ __ • _i ' •1'NC/-REF$-MST � ?�'\x 3 f tr r — 4 r i _ 6 , ice---- a 1 _. L MI 4 • MARK s TUOC VOLLMER r 31Bruc Devlin 'i .WAQuoPfi RD I Deign® ` COTUIT MA. I I 7742�380773 I i I`n 49-0' 26-0' - THESE PLANS ARE SOLELY DRAWN TO PROVIDE J - A ADDITIONAL INFORMATION TO OBTAIN A. zo-0 <• z� -0 &6 BUILDING PERMIT.SEE ORIGINAL PLANS z DEVELOPED BY DEVLIN DESIGNS FOR FLOOR PLANS AND ELEVATIONS W Q m O CV Cfl LU Q I m NOTES: ~U)WN^ 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS :UJ DOO `v &DIMENSIONS IN THE FIELD � DECK - - 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, O m Q xQ m•-0• 10•-0- 3• ' 3•-8' 6-2" 1s e•-0' 10•-6' DETAILS,&FINISHES IN THE FIELD WITH OWNER 0 �(LL,L 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT ANDERSEN - FIRST FLOOR TO BE 6'-8"ABOVE SUBFLOOR Twza4s B 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS -ANDERSENv STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 - TW2446-3 IIu/ ENCH ENC ANDERSEN 5.) 110 MPH EXPOSURE B WIND ZONE C-235 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, - - _ OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING ® 7.). ALL LVL LUMBER/BEAMS TO BE 1.9e 1-/360 LOAD ANDERSEN 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY RICK HOOD FOR ALL Twzabs T• 6•a• PROPOSED&EXISTING DETAILS KITCHEN 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF (VERIFY KITCHEN I ALL SIMPSON COMPONENTS LAYOUT W/OWNER) 30'.68' ". I RE F T 10.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS CONC. TO BE 3000 PSI I UP APRON a 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE GREAT ROOM 4 DINING Ob a DURING FRAMING CONSTRUCTION RAN¢E :® o 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE p _ Q Q 13.)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED I - 14.)THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE"B" b &WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF - - - - MASSACHUSETTS WIND SPEED MAPS s-tD• 15.)GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE IMPACT GLAZING ANDERSEN - VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS TW24bs W/OWNERS PRIOR TO START OF CONSTRUCTION - 4 16.)FOLLOW ALL REQUIREMENTS OF THE IECC2012 RESIDENTIAL ENERGY N 3•<• EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION _ L PANTRY ` 6.-0. INSTALLER/CONTRACTOR. - r 17.)ALL HEADERS TO BE 3-2 x B's UNLESS OTHERWISE NOTED -- ZW.6W4 " IECC2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS w GARAGE CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION / O CLOS•- ——— - TABLE 402.1.1(MINIMUM PRESCRIPTIVE(INSULATION&FENESTRATION REQUIREMENTS) 6 .6.8' w e4seNeHT via w G BIF I I BIFOLD UP CONC. vuuE O J S APRON � Aa RFT.o6Ev1 LOS. CLOS. 1. NOTES: /�^ - 5'-3'C B'.11' _ 3'd' OQ 1.R-VALUES ARE MINIMUMS&UfACTORS ARE MAXIMUMS. O C) ANDERSEN t _ x 2.15119 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE NTERIOR OR EXTERIOR TW2446 BEDROOM I I DROOM ® O - OF THE HOME OR R=15 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL , , 1 0 b 3.REFER TO IECC 2012 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS W / ANDERSEN 1 I 1 T VJ2446 FIRE RATED W 1 �_ � DOOR ANDERSEN O . TW2646 �O = 2=6 AU. � ( 7 = PORCH a c C 4 Y H \/ LAUNDRY � A4 Aa BATH Q NAILING SCHEDULE ANDERSEN ANDERSEN 110 MPH EXPOSURE B WIND ZONE. W Q r�E"R'.SEN TW2646 TW2446 JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING J C M LROOF FRAMING: - TW2U6EN B - BLOCKING TO RAFTER(TOE NAILED) 2-W 2-IM EACH ENTW2446 RIM BOARD TO RAFTER(END NAILED) 2-16d 3-16E EACH END WALL FRAMING: OS-0• & s' '-0 T• Ed' 3•E' 6'<' 10'-0- 6'-0' TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 11.- ATJOINTS $ w> Zwp 6TUD TO STUD NAILED) 2-16E 2-16,1 2e—o idg jO -zjyww -r HEADER TO HEADER(FACE NAILED) l6d 16d 16'—.ALONG EDGES - u ~ 3po FLOOR FRAMING: 22'J3' JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4J1d 4-10d PER JOIST - BLOCKING TO JOISTS(TOE NAILED) 2-0 2-10d EACH END BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3 w 4-16d EACH BLOCK - LIE ER STRIP TO BEAM OR GIRDER(FACE NAILED) Y16d 4-16d EACH JOIST m w m w p- JOIST ON LEDGER TO BEAM(TOE NAILED) 3-Bd 3-1W PER JOIST =N a w'm f9 i w�¢ ¢wo U BAND JOIST TO JOIST(END NAILED) 3-i6tl 4-16d PER JOIST h hi > z BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDD 2-16 d 3-16E PER FOOT a O n 3 a H FIRST FLOOR PLAN ROOF SHEATHINGIf.z 3LL� �y�Q =w000=� WOOD STRUCTURAL PANELS(PLYWOOD) Q m �u RAFTERS OR TRUSSES SPACED UP TO 16'... 6d 10d 6'EDGE/6'FIELD y y F y y z O RAFTERS OR TRUSSES SPACED OVER 16•o.c. 10d 4'EDGE/6-FIELD J - GABLE END WALL RAKE OR RAKE TRUSS Wig OVERHANG w&d tOd 6'EDGEl6'FIELD - x�3?QU GABLE END WALL RAKE OR RAKE TRUSS 6d I 6'EDGEl6-FIELD Q SMOKE DETECTOR - W/STRUCTURAL OUTLOOKERS GABLE END WALL RAKE OR RAKE TRUSS WI LOOKOUT BLOCKS Bd 10d 4'EDGEIb'FIELD SCALE ©CARBON MONOXIDE DETECTOR CEILING SHEATHING: GYPSUM WALLBOARD W COOLERS — T EDGE/10-FIELD _ ®HEAT DETECTOR /411 WALL SHEATHING - = 1-011 STUDS SPACEDUPT02C o.c 8E- Iw WEDGE/17 FIELD DATE 117&25W FIBERBOARD PANELS ✓b — W EDGE/6'FIELD 1Y GYPSUM WALLBOARD W COOLERS — T EDGERV FIELD A - FLOOR SHEATHING: 9/1 5/201 6 WOOD STRUCTURAL PANELS(PLYWOOD) " 1 _ 1'OR LESS THICKNESS 6d lw 6'EDGE117 FIELD - - GREATER THAN 1'THICKNESS 10d. I6d 6'EDGE/6•FIELD DRAWING NO.': 4` Al THESE PLANS ARE SOLELY DRAWN TO PROVIDE ,fi-0• 20'-0 - ,6•-6• ADDITIONAL INFORMATION TO OBTAIN A 4- Z (SHEDDOR ER) BUILDING PERMIT.SEE ORIGINAL PLANS Ur s DEVELOPED BY DEVLIN DESIGNS FOR FLOOR rn 5'-3 AZ + - 4'-0' ' w Q N ANDERSEN ANDERSEN ANDERSEN r Q O�p�0 TW2442 '.2TW2442 (Y V }2Q�rn Q WwVcm, W_ TW2d42 EN - .. �W d0CD F-Of=Ln� 7 C15 A ACCESS BEDROOM U 2aLL PANEL O BATH I / ANDERSEN L I / - TW2442 O OS. / _ M —— ————————10 v lul 4 S 25'x 6'B' i \\ - - TW2462 ANDERSEN I 3 ACCESS\ LI 2'6-x 6'6' I PANEL BEDROOM YB•x 6'6• I 1'd' 3'-1 3'<' 1Y-Y' 14'd' ON D ATTIC 'v HALF WALL I CLOS. HALL ' )---- ---------- v Q 4 G_ = LOFT ACCESS W PANEL ANDERSEN ANDERSEN AND . ATTIC A21 A21 -1 1'�1 . O(SHED DO ER) I J c LL Q CONT,RIDGE VENT _ 4 $ERSEN zx6s�,6 00. TYP.ROOF CONST. W TW2412 • / \ 2 x 12 ROOF RAFTERS @ 16"o.c. 1 ANDERSEN B - -5/B'CDX PLYWOOD ROOF SHEATHING s s ASPHALTROOFSHINGLES 12 -1JUG.FELT PAPER � 0 Q -15-HI-Ft GATT INSULATION \ @ SLOPED CEILINGS(R=36) Q -11-BATT INSULATION 12 / / \ \ @FLAT CEILINGS(R=W) �.y -SIMPS NGE BOARD (`l/� SIMPSON H 25 HURRICANE CLIPS co AEAWATERS ENDS H�J 64' 13<' 22-6' / / \ \ -ICE/WATER SHIELD AT BOTTOM BOTTOM OF / \ TO OF ROOF CEILING JOISTS 2.10's 1fi'a.c. \ -WINDWPROP WASH HBARRIERS RAFTERS ' -WIND WASH BARRIERS / 1/2•GYP.BOARD \ \ SECOND FLOOR PLAN I ON1. S CONT.SOFFIT VENTS\\ W Q 12 Z c� 10 D LOFT BEDROOM'#�\ \ TYP.WALL CONST. 1.2x 6 STUDS @IT—. O .y _ SECOND FLOOR \ 2.1/2'PLYWOOD SHEATHING a w w O SUBFLOOR 3.6•(R=20)BATT INSULATION TOP OF PLATE 11]/B'I-JOISTSQI6-o.c BOARD 5.W.CGSHINGLIE SIDING UU Oi p�iP+wO P.T.2x 10 LEDGER BOARD LAG BOLTED TO SOLID BLOCKING W/121 LEDGERLOK BOLTS - _ 3/3Id'x 9 112'LVL BEAM 6.T1VEK VAPOR BARRIER u O N Z w F o J o F, d INSTALLJSIM SONOD T�Si2 NGERB _ ].6 MIL POLY VAPOR BARRIER i w J o O z N TENSION TIES AT(2)LOCATIONS DOWN HARDWARE TO BEAMS W/ 1 x 6 BEAD BOARD - ... O m w O... y MANUFACTURER'S SUPPLIED HOLD m p¢¢o W vzOi d FROM HOUSE TO DECK JOIST DOWN HARDWARE 8 RECESSED (1)EACH END LIGHTING NE0�03 c5 aiZi o 4 10'DIA.FIBERGLAS ' w090aw§yo 3 w3w STRUCTURAL COLUMNS w O V m HALL KITCHEN �yo��w2poi�pm oom�mif w'Swzmv��i�$ Y4"TS G PLYWOOD wP:i��� w f SUEIFLOOR-GLUED B NAILED 1.FASTEN JOISTS SA BEAM FIRST FLOOR IPE DECKING 3?0 p r O ¢¢ WI SIMPSON H2.SA TIES _ SUBFLOOR p . . 3.P.T 2.12's WI pT.2x B's�i6•a.c. ) 11 7/8'1.JOISTS@IT—.9' SCALE P.T.2 x 10's @ 16-o.c. A2EK FASCIA 3F.T.2x 105 3-2x12 GIRT ' BATT INSULATION(R=30) 1/4" = 11-01, tY DIA.CONCRETE SONOTUBES P.T.2 x 6 SILL 10'DIP.CONCRETE SONOTUBES ON 2B"DIA.BIGFOOT FOOTINGS - W/24'DIA.BIGFOOT FOOTINGS TO d'0•BELOW GRADE.USE W/SEALER GRACE OOf BELOW UNDERNEATH TO 4'0-BELOW SIMPSON ABU 66 POST BASE TYPIC-L W'DIP. FULL GRACE DATE : GRAC9 ABU66EPOST BIASE x STEEL LALLY COLUMN BASEMENT �j P.T.2.10 LEDGER BOARD L QAG BOLTED TO `i/1`i/201 6 SOLID BLOCKING W/(2)LEDGERLOK BOLTS 16'o.c.W/JOISTS HANGERS AT BOTH ENDS 4'CONC.SLAB W/6 MIL POLY UNDERNEATH TOP OF SLAB DRAWING NO.: 1• TYPICAL 30•x 3W x 12' 10'CONCRETE FOUNDATION —�—CONCRETE FOOTING - WALLS W/(1)"HORIZONTAL BAR AT TOP S MIDDLE OF WALL z BUILDING SECTION @ DECK B SECTION @ HALL/KITCHEN W/10.x 20•CONCRETE"G. �2 Az THESE PLANS ARE SOLELY DRAWN TO PROVIDE 0, SIMPSON DTT1Z ADDITIONAL INFORMATION TO OBTAIN A INSTALLNSION TIES AT(2)LOCATIONS 15- NSTALL SIB-SIMPSON TITEN HD ANCHOR BOLTS AT BUILDING PERMIT.SEE ORIGINAL PLANS FROM HOUSE TO DECK JOIST _ 28'oc.MAX W/SIMPSON BPS S/B-3 BEARING PLATES Z DEVELOPED BY DEVLIN DESIGNS FOR FLOOR o)eA°"E"° 6- a' PLACE BOLTS WITHIN 6--1S OF EACH CORNER AND TO A8'MINIMUM DEPTH.BOLT LENGTH IS 10'. INSTALL �T HOU EWRAP SI DECKING NG R v/ Wl 2°4I DA,BIGFOOTOFOOTINGS r r, r DECKING Lr �n 1"� _O 0 Q 0 poNO UNDERNEATH TO E'0-BELOW TO-0 7— 20'-2' 18'-6' GRADE.USE SIMP(SON ABU66 A 28' W Q 7� o.c. POST BASE 6'41' 6'-8' 6-a' FLOOR JOISTS FASTEN JOISTS TO BEAM Q m . l—G v f7 W/SIMPSON H2.5A TIES coW '�l(7 P.T.2 119,@ 16-O.C. �W N 3-PT.2x 10 BEAM -� u,l� Lu a o INSTALL PEEL&STICK IX_Lo RUBBER MEMBRANE O m BETWEEN LEDGER& X SHEATHING (h Q=Q Uv�(LLL P.T.2 x 10 LEDGER BOARD LAG BOLTED TO ` SOLID BLOCKINGSTAGGERED W/ )JOISTS ANGEROK BOLTS SOLID STAGGERED W/JOISTS HANGERS , DECK DETAIL M 9 P.T.2 x 10'S Q 16'o.c. P.T.2 x 10 LEDGER BOARD LAG BOLTED TO _ i P.T.2 x 6 SILL WI SEALER u SOLID BLOCKING W/(2)LEDGERLOK BOLTS 16.o c.STAGGERED WI JOISTS HANGERS INSTALL SIMPSON DTT1Z TENSION TIES AT(21 LOCATIONS FROM HOUSE TO DECK JOIST (1)EACH END e HOUSE ANCHOR BOLT DETAIL 4 — § BASEMENT J L n ——— WIDOW - - -- — — — — — -------------- 3-2x1 GIRT L — — — — _ I 1S LTS AT 24",,LLc.B'WMSIMPSON BPS M-3 BEARINSON TITEN HO ANCHOR G PLATES - PLACE BOLTS WITHIN 6%1 S OF EACH CORNER AND EM KT. PKT. P TO ABJEA 'MINIMUM DEPTH.BOLT LENGTH IS IT, 4 _ .. r ————— N ❑ FFl, :: --L------- ---------- I o El BASEMENT -- WINDOW I IRE PROTECT JOISTSEl11 Ti8•woISTS@16'o.c. ITT ar e a a LL Z P.T.2.6 SILL W/SEALER N uc j O I r PKi. - _ 321 1i GIR r 41 L L i i GARAGE ANCHOR.BOLT DETAIL O I I i GARAGE - > I BASEMENT (5'CONC.SLAB — UP PITCH 7 TO O.H.DOOR I 0 1 I I WI6 x6WWFEMBEODED " U) W �_ POLY UNDERNC. EATH) ATH MIL 'F1" `,'' ON A 6'DEEP GRAVEL BASE) I IDS Q O POLY UNDERNEATH) , --- TYPICAL 30'x 30'x 1 r I I I BASEMENT CONCRETE FOOTING 4 'WINDOW TYPICAL 3 112'DA. 06 I l . STEEL LALLY COLI.MN I I I gaF B 32X12GI r PKrr -- -- _ — ELEVATONV EWATION ui 1P CONCRETE FOUNDATION FROMEX RIOR P.T.2x8's IF— WALLS W/(1)*1 HORIZONTAL //�WIRIO'x 2000NCRETE FTG.&MIDDLE OF � I I � ` L \•IT I i C TO -BELOW GRADE •mom _ =.=Aoo oz w.�3 xw ---_ 12'LONL.TO 4W BELOW GRASONOTUB ————————————————————————— U I — DE ��II er a��i EOw ¢wa,am....e � w USE SIMPSON ARUM 'r •H ——————————————— POST BASE .rd�(I 1 ZwpzF,Zn�O�Oj vi�ti 10'CONCRETE FOUNDATION rc z J • * w ~J O O Z O vpi O WALLS WI(1)p4 HORIZONTAL - •�' d - m Om",�I-awo0y� BAR AT TOP&MIDDLE OF WALL - +I m..m.,suomi u,.aol tee.oa i 11 i w p W/10'x 2P CONCRETE FTG. n ®� I li J7"�) yEOz03�¢i o=io . wp3oNa�W0 u+ 1=oa ppp ppjo�� � wew�ww��wFNmio 16-0' 6-0 131 22d en.n.om, ... y L3. �a pZcw Om>r Oww uwZ" m� SCALE : FOUNDATION PLAN 1/4" APA APA NARROW WALL BRACING METHOD NOT TO SCALE DATE OVER CONCRETE OR MASONRY BLOCK FOUNDATION 9/15/20 1 6 DRAWING NO.: A3 THESE PLANS ARE SOLELY DRAWN TO PROVIDE J ADDITIONAL INFORMATION TO OBTAIN A 4U-T 26'-T J BUILDING PERMIT.SEE ORIGINAL PLANS Z • a DEVELOPED BY DEVLIN DESIGNS FOR FLOOR 20d' TA' tZ-B' TS' 18'6' PLANS AND ELEVATIONS W Q m N to N • - �d'CDcDC m NLo . LIJ coo 5WdoLD omoo� 4 § oco<A 4 s ^ n MOLT LVL BEAM uv — I . I 3K.2J I I I I I q O I Q _ Q Q 11]/8'I-JOISTS @ 16'o.c. a' C � c BEARING WALL MULTI LVL BEAM 4-0 6. 5w 0 - y 3K.2J t O J V L.L O as I f L u \ n/ / LIB N (n W H_ I O � � 4 _3 06 K,21 2xc:@, 0.0. TYP.ROOF CONST. - MULTI LVL BEAM 6•Aa _ - 2x12 ROOF RAFTERS C 16"oc ■ . . ( / \ -ASPH COX ROOF SHEATHING - �/ -IS- FELT PAP SHINGLES 7 C co 0 L LJ 15LB FELT PAPER S- -it'MIR GATT INSULATION s TOP OF PLATE 2 x tBs 16'o.c. 12 12 @ SLOPED CEILINGS(R=38) -11-BATT INSULATION m @ FLAT CEILINGS(R=38) 1T-V 6'd 13'<' 2Z-W 2 x 12 RIDGE BOARD -SIMPSON H 2.5 HURRICANE CLIPS AT ALL RAFTER ENDS e o LL -ICU WATER SHIELD AT BOTTOM LL pFz-Oigo ~w SECOND FLOOR FRAMING PLAN = WINDTO ROOF w� °°O 9�pOw3�0 -PROP VENT BETWEEN RAFTERB °°¢ °"s o ^7 UNFINISHED -WIND WASH BARRIERS w�Nii F� ~ONE= �w°a�p_ow . STORAGE �o��g��s�`-' 3I<'TB GPLYWOOD SECOND FLOOR SUBFLOOR-GLUED 8 NAILED SUBFLOOR o03�airci.. wO3�0cW o3w3 w� - - TOP OF PLATE - 1171W I-JOISTS @i6'c.c. oZ wap Qa Ou$ �wo�ww B"BATT INSULATION(R=W) m N t2 y F y w x 0 OOyh JF 5/8'FIRECODE GYP.BD. CONT.SOFFIT VENTS i cZ°i-i O w w O H DNix3STRAPPING@1T r 3_°O1Oti U�¢¢ o.c.IN GARAGE TYP.WALL CONST. 216 STUDS @ 16"o.c.@ V 3.1T PLYWOOD SHEATHING SCALE : " 3.6'(R=20)BATT INSULATION GARAGE _ Y.'IT GYPSUMBOARD 1/4n _ 11_oa - 5.W.C.SHINGLE SIDING 6.TYVEK VAPOR BARRIER FIRST FLOOR 4 CGNC.SLAB 7.6 MIL POLY VAPOR BARRIER SUBFLOOR PITCH2'TO O.H.DOORW16.6 P.T.2x6 SILL DATE ON A 6"DEEP GRAVEL BASE) W/SEALER 9/15/2016 - 10•CONCRETE FOUNDATION WALLS WI(1)"HORIZONTAL - 4 DRAWING NO. BAR AT TOP 6 MIDDLE OF WALL WI 10"•2T CONCRETE FTG. _ To 4,BELOW GRADE c SECTION @ GARAGE A4 A4 r THESE PLANS ARE SOLELY DRAWN TO PROVIDE C.) ADDITIONAL INFORMATION TO OBTAIN A BUILDING PERMIT.SEE ORIGINAL PLANS Z t DEVELOPED BY DEVLIN DESIGNS FOR FLOOR r. f PLANS AND ELEVATIONS W D O ocfla (°v r)) co NLn �Ui 20•-0• T-0. 28•-2• 18'Hi• ui W^ of I C:, Imo U oco<A 1s•-0• zo•-0• a•-0• rc• . V�d LL , (SHED DOR R) _ B u o tp j BUILT OVER I ROOF ?�G f 2.12 RIDGE BOARD 4 I � _ 4 x 12 RIDGE BO I 1 biz A / O 2 x 12 RIDGE BOARD - 1 — — 2.12 RIDGE BOARD TO FLOOR AA1- - 1 W 0 L.L p ,P W M1 O TYPICAL ASPHALT - O ROOF SHINGLES O SIB• PLYWOOD SHEATHING �X 9' 2 x 12 RAFTERS- I FEL FELT PAPER v 4 (SHED DORM R) • I I WIND WASH SIMPSON H 2.5A HURRICANE CLIPS BARRIER ���34 WIDE ICEMIATER SHIELD C ALUMINUM DRIP EDGE A4 A4 tx8 FASCIA BOARD 12'GYPSUM BOARD ui q 1z4 SOFFIT BOARD BUILT OVER - 1z CONT.VINYL SOFFIT VENT < r— ROOF 1x3.CRO BOARD 7 C B - SOLID2zBBLOCKING IN THE OUTSIDE TVP.2 x 6 WALLS 1 3/4 L c TING RAFTER B CEILING JOIST BAYS @ 48•o.c.,ALLOW SPACE FOR AIR 1 x 6 FRIEZE BOARD FLOW ON THE UNDERSIDE OF ROOF - SHEATHING w 70� ,6'-D• 6'-0• ,3'.4- 22'-B• - DETAIL ATWALL ` uW o=w�w °=p�Dw��°wwwo ' SCALE:1/2"=1'-0"- w u�zowzi°p ' woyzwp� ?g�9g�i�o��s� ROOF FRAMING PLAN m - LL ° wwwNo NOTES: .;ool2t 1.)ALL ROOF RAFTERS TO BE 2 x 12's w o UNLESS OTHERWISE NOT �op�rcwzwooO z� 2.)USE SIMPSON H2.5A HURRICANE CLIPS AT ALL RAFTERS ENDS 1 - ws ' u o. - 3.)VERIFY GUTTER TYPE/LAYOUT - �wE3?Ho�o�i; W/OWNERS - SCALE : 1/4" = 1'-01, DATE : y: e 9/15/2016 DRAWING NO.: A5